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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Alov.
Above
FLR or Fir.
Floor
RA or R/A or R.A.
Return Air
AC or AIC
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
FID 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.
Afternalle
FIRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foot/ 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
BLKorBLK.
Block
GALV or GaIv.
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 SO.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRIG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWIR 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
SPECS or SPECS,
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
SO FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SO 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
DI3
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBIL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Rate
DCF
Decorative Camentitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TIR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFIR or MR.
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
LIC 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.
Microlarn
UNO or U.N.O.
Unless III, :ad Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERTorVerli.
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 wl
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or WA.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EWorE.W.
Each Way
PKT or Pkt
Pocket (Door)
WD 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
WICorW.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FIG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WID
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Fir, Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
I I
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
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1.1 FIRST FLOOR PLAN
1.2 SECOND FL OOR 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
7NIh
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S 5 -DETAILS
S6M DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
Di SECTIONS & DETAILS
D2 SE CTIONS & D ETAILS
. ..... WIP WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL N MBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 H URR ICANE SHUTT E R PRODUCT APPROVAL
[7 F1 711 El F7 El 171 SH1.2 SH - UTTER P - RODUCT APPROVAL
SH 113 H UR RICANE SHU TTER P RODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
E-1 E_J F __1 El 11 F---]' SH1.5 HU RRICANE SHUTTER PRODUCT APPROVAL
2074
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, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
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 ft Engineers knowledge, information and belief,
the structural plans and spectfications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and sea) is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-02371
SCALE AS NOTED
SHEET NO.
C S
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KITCHEN
O.BATH
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KITCHEN
9
INTERIOR DETAILS
SCALE: 1/4" V-0"
NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
"LESSTHAN
VARIES, 2
CABINETS BELOW
MIRROR
VARIES
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MEDICIN�
CABINET
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SHWR. SHWR.
CURTAIN HEAD
24" TOWEL BAR TOWEL BAR
ON WALL ABOVE TUB OR SHV
TOILET
TOWEL BAR
ON BATHROOM WALL
VALVES
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SHWR. $a-
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TOILET
&D SOAP
HOLDER
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BATHROOMS, SHOWERS AND TUBS
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DOUBLE
RODS
SINGLE
ROD
BATHROOM 2
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80
42" H UPPER
CA INETS----,,
36" H UPPER
CABINETS
30" H UPPER
CABINETS
OVERHANGS THAT
EXCEED12"MAY
REQUIRE A SUPPORT
BRACKET
"
0
0
0
36 H BA E
FINISHED CABINETS-
COUNTER TOP 30" H BASE
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CABINETS-
F,
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FRAMING------_, 1� 4
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112"GYP cli C',
BOARD - ------
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9 80
fd� 1
CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING
BLOCKING AND MOUNTING DETAILS
SCALE: 1/4" V-121"
WIRE SHELF @
+54" A. F. F.
PLUMBING LINE----_
TO SECOND
FLOOR
DRYER VTE
HANSON Box @
36" A.F.F.
EXTERIOR WALL
W/ 2x4 WALL
Z W
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PAD OUT
LD
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HB
12'-0"
13'-0"
8-4- T-91"
'-8"
V-4"
AC PAD
HB
35-SH I T
- - - - - - - - - - - - - - -
- - - - - - - - 1014
NOOK
LANAI
R I 1
8'-8 FLAT CLG.
TILE
8'-0" FLAT CLG.
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REF.
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4 -
15
-
T3 q
(3) 2x4 #2 SPF
12
DINING
STUDS w/ (3) 16d
GG NAILS @ BASE
8'-8" FLAT CLG.
S3 --
00
CARPET
0 .1
0
TYF,, (D
4'-2j" T-3-
42" H 1/2 WALL
OR RAILING PER
SPECS
FLOOR G.T.
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. . . . . . .
6
10
UP
(3) 2x4 #2 SPF
STUDS w/ (3) 16d
NAILS @ BASE
r 7
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4068 ARCH
P WDR
GG
D. 3
8'-8" FLAT CLG.
1
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-- +
TILE
STUDS W/ HTT1 6
OP
AT BASE
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'01 FOYER
W.
V-13" I�YT�LG
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8'-8" FLAT CLG.
TILE W4
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........ . . . . . . . ..... . . . . .
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4' _0"
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6-7 4
6-4
17-10"
BU I LDER TO
0
EDGE OF SLAB 2"-/ I
CIJ
PROVIDE APPLIANCE
BEYOND WALL
PROTECTION WHEN
REQUIRED PER FBC
NOTE: FINISHED WALLS
TO BE FLUSH. FIELD
I
8'-8" CLG. A.F.F.
G.T. VERIFY.
I
--
- - - - - - - - - -
-1 - - - - - - - -
8'-0" CLG. A.F.F.
I
Ct ir
W W
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W z =�r,54q:i1r.1
0
'-0" FLAT CLG. AFF
M ATTIC
U-
GARAGE
- - -
AGGI�§S
i.-L J
W
8'-O"CLG. A.F.F.
> 00
TYP. @ SINGLE
STORY
�A (SEE AA/S3 FOR
�STEM OPT.)
3
4'-4" V-4"
r- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
K
S4 TYP. @
I
GARAGE
- - - - - - - - - - - - - - - - ---
- - - - - - - - - - - - - -- A-
16070 OVERHE�D DOOR
V-8"
16-0"
V-8"
5t-8"
11
19-4"
q
26-0"
1'-4"X1'-4" "L"
SHAPE CMU
COLUMN
9
Irk
All
WA-0
IN 78
TYP. @ 2
STORY.SEE
JJ/S6 @
STEMWALL
co
L6
SHAPE CMU
\- 1'4"X1'-4- "L"
COLUMN
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X10 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4' X 9 1/4"
LVIL 2.OE Fb=2950
(2)-13/4 X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4-
LVL 2.OE Fb=2950
2X4 #2 SYP W/ 1/
(2 2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearin g 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"
rA
+29.7 -32.2
+29.7 -39.7
+28.3 -30.8
+28.3/-37.0
/-�J
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
+29.7 -39.7
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 4 X 251
S.H.
13
20 X 38
18 1 X 37
2
S.H.
14
20 X 50
18 'X 50
2
S.H.
15
20 X 63
181X621
S.H.
16
20 X 72
18 1 X 71
2
-
S.H.
11-12
27 1/4 X 26
26X251
S.H.
11-13
27 1/4 X 38
26 x 37
S. H.
27 1 X 50 1
26 x 50
S.H.
27 J X 63
26 X 62 1/2
S.H.
271 X 72
26 X 71 1/2
S.H.
22
371 X 26
36 1 X 25 1/2
S.H.
23
37 J X 38 38
36 1 X 37 3/4
S.H.
24
37 J X 501
36 4 X 50
S.H.
25
37 X 63
36 J X 62 1/2
S.H.
26
37 X 72
6'X 711/2
3 2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
52JX25J
S.H.
33
54 X 38
52 � X 37 J
S.H.
34
54 X 501
52 1 X 50
S.H.
35
54 X 63
52 12 X 62 4
S.H.
36
54 X 72
52 J X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General Notes
R302.5 Dwelling/Garage Opening/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 Prot'ection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
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.
e 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
indow 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.
M1507.2 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
S exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic I 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
1�� MASONRY HGT. @ 8'-8"A.F.F.
1 1 1
MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
SUPPORTING ONLY AND REQUIRES NO
BEARING ONLY" ARE FLOOR SYSTEM
UPLIFT CONNECTORS TO FLOOR SYSTEM
REA 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.
ENTRY 32 S. F.
LANAI 104 S.F.
TOTAL SQ. FT. 2605 S.F.
INSULATION REQ.
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEII ING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFTFACE1
(GARAGE LIVING)
FIRST FLOOR PLAN - A
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To the best of the Engineers knowledge, inforrn'adon and Wlef,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida BuIldIng Code -
Residential
7th Edition, Engineers signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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42"KNEE WALL WITH
1x8 CAP & CASING OR
36"RAILING
CONT. HANDRAIL-/�
36" H. CONT.
OOD GRASPABLE RETURN TO
RAILING
DECKING
16i ,�3/4"PLYW
15 --�WALL DETAIL
T
14� SCALE: NTS
131
-12 . . . . . . . .
PRE-ENG FLOOR
TRUSS
101 1x TREAD (TYP.)
----- : , B
9
3/4"PLYWOOD
DECKING 8 6-7'
1x RISERS (TYP.)
X
7 MI-W /2X4 THRUST ;0
2x6 LANDIN 7 BLOCK
F- 00
2x4 FRAMING 6 (3) 2x12
5
42" KNEE WALL WITH STRINGERS
4, 1 - r 1
"t,-'*' 1x8 CAP & CASING OR
3/4" PLYWOOD D2
3 36"RAILING DECKING TYP. @
7
2 2x4 THRUST 6
FO 2x6 LANDING CORNERS (2) 25-SH
BLOCK EGRESS I(ED2
2x4 FRAMING
TYP. STAIR SECTION_
STAIR CALCULATIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 -9/16"
10" TREADS wl 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:
Wrider 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.
Handrails:
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
eturned 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:
I
andrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches
r provide equivalent grasp -ability in compliance with Section R311.7.8.3.
uards:
uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30
riches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side.
equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36
riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the
r r,
eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a
p I
here 4 inches in diameter.
nder-stair protection:
friclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side
1with 1/2-inch gypsum board.
� SEE PLAN FOR LANDING DEPTH
pi
MIN. (3) 2x STUDS R
@ END OF LANDINC
BELOW HDR. BEAM
STANDARD (3) 2xl
STRINGERS w/
SIMPSON A35/USP
MP34 CLIP TO
FLOOR SYSTEM 0
LANDING FRAMIN(
(2) 2x HDR.
REQ'D @ ENI
LANDING FOF
STRINGERS 7
CONNECTTC
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
2x8 #2 SYP (P.T. IF 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.
V-0" MAX LANDING LENGTH
3
Sim. wl (1)
MSTAM36
@ BASE
(PCs
1� Q
1
3
1::�!)
Sim. w/ (1)
MSTAM36
@ BASE
3
1��)
SIM. w/ (1)
MSTAM36
@ BASE
G.T.
17-110"
OWNER'S
BEDROOM
8'-0" FLAT CLG
CARPET
4068
mi B.F. 6
------------
R/SH
7'
16--l"
EXTERIOR 2ND FLOOR
REVISION NOTES 12/17/2009:
R302.5 Dwelling/Garage Opening/Penetration Protection
1 ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
Opening and penetrations through walls or ceilings separating the
BEARING WALL SCHEDULE
.
ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
2. ALL BLOCK WALL FURRING IS TO BE 24" O.C.
HEIGHT STUD SPECIES SPACING
EXCEPT IN WET AREAS. SPACE WET AREA
R302.5.1 Opening Protection
FURRING AT 16" O.C.
Openings from a private garage directly into a room used for
SPF #2
3. NO RECESSES FOR SHOWERS. SHOWERS ARE
sleeping purposes shall not be permitted. Other openings between
TO BE PANNED WITH A PRE-FAB. BASE.
the garage and residence shall be equipped with solid wood doors
8-4- 2x4 SYP #2 16" O.C.
4. ALL VANITY HEIGHTS ARE 36" A.F.F.
not less than 1-3/8" in thickness, solid or honeycomb -core steel
5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
SPF #2
RECESS. REFER TO MASON'S SCOPE FOR
R302.5.2 Duct Penetration
91-011
2x4 SYP #2 16" O.C-
RECESS WIDTH.
Ducts in the garage and ducts penetrating the walls or ceilings
6. ALL BATHROOMS HAVE ONE MEDICINE CABINET
separating the dwelling from the garage shall be constructed of a
SPF #2
7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F.
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
2x6 SYP #2 16" O.C.
8. ALL TUB DECKS ARE SIZED AS FOLLOWS;
nonmetallic class 0 or classl duct board, or other approved
-- I ----I -
40'PRODUCT LINE - MIN. 48" x 64"
material and shall not have openings into the garage.
WHEN THE TOP OF WALL IS GREATER THAN 9-0", THEN AT
50'PRODUCT LINE - MIN. 48" x 76"
EACH EXTERIOR CORNER WITHIN THE 4'-0- END ZONE, THE
R302.5.3 Other Penetrations
STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
Penetrations through the separation required in Section R302.6
@ 12" O.C.'
shall be protected as required by section R302.1 1, Item 4.
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32"EXPOSURE 1 OR EQUIVALENT.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS-
2x4 #2 SPF STUDS @ 16"
O.C. TYP. @ 2nd FLOOR
EXTERIOR WALLS
EMP. GL.
NCL. ON 42"
IGH KNWL.
Sim. w/ (1)
MSTAM36
@BASE
19
N
C14
Exhaust air form Bathrooms and toilet rooms shall not be
; I -A : k;
C)-(
04 04
BEDROOM 2
'0
C041
3 8'-0" FLAT CLG
CARPET
4 -8" 4' 12'-2"
W
04 W
9
4-SH
1668
B.F.
2-4-
R/SH
O(D
1/2 33 SH
TEMP
D. CC
B P
nn,C-4)"
SPECS.
(�4
7 6-6"
L
0. BATH
I
0
i 8'-O'l
FLAT Cl
11
iG
11..
48x42
1 011
t-0
To
RECESS
1'7" 0" SHOWEf
r
T!LE
T"
1 A. F�F.
36" x 22
ATTIC I C IQ
�,�ACCESS 8. -0" F T CLG
N Cf)
CAR T
8
2468 TP
-1 1 L
16
-42" H 1/2 WALL
OR RAILING PER
SPECS
TECH 00
CENTER
T-31" 6 T-8"
2668 5068
B.F.
- - - - - - - - - - - - - - -
R/SH
0
i
5'-7' 0 -3-
n.
TYP, @ 2
STORY. SEE
JJ/S6 FOR
STEMWALL
OPT.
14
7 T
12
11
10
-11" 9
8
;0
01, FLAT L
I TIL
2868 TB T
n 1
1 .1 i . I
ILE TO
'A.F.F.
1
7
-
6
00 3
8 4-S'f!H
BEDROOM 3
8'-0" FLAT CLG SIM. w/ (1)
G.T. CARPET MSTAM36
TT_ - - - - - - -
- @ BASE
1 V-2" 2-4-1 1 V-15"
G.T.
Sim. w/ (1)
U)
00 U-,
in MSTAM36
BEDROOM 4 @ BASE
8'-0" FLAT CLG
CARPET
4-'
2 4
S'M
MS
3
T
w
A
M�
@ B . A S
SIM w
MSTAM'
@ BASE
00
0 L.L
0. Cd 1/2 33 SH
4)
25-SH 25-SH
GRESS EGRESS
1> 22
�H
D1
4)
----------
2-111" 13'-6" Z-11" 7-10" . 2'-10"
26-0"
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
W
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.01E 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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
&)
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SN SHEET SEE SN SHEET
iSEE
a 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 4 X 2512
S.H.
13
20 X 38
18 J X 37 J
S.H.
14
20 X 50
18 4 X 50
S.H.
15
20 X 63
18 4 X 621
S.H.
16
20 X 72
181 X 711
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
1H3
27 1/4 X 38
26 x 37
S.H.
1H4
27 41 X 501
26 x 50
S.H.
1H5
271X63
26 X 62 1/2
S.H.
IH6
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 1 X 25 1/2
S.H.
23
37 J X 38 J
36 2'X 37 3/4
S.H.
24
37 J X 50 1
36 21 X 50
S.H.
25
37JX63
36 2' X 62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
732' WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52 'X 37 3
2 4
S.H.
34
54 X 501
52 4X 50
S.H.
35
54 X 63
52�X62J
S.H.
36
54 X 72
52 21 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
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 (11829 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
ie-c rcu a WL n a residence or to anOLlier 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
1 77771 MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
7'77"M 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 CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
JR-11/R-13 KRAFTFACED1
(GARAGE I LIVING)
SECOND FLOOR PLAN - A
SCALE:)/4"=1'-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 Flodds Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineees signature and seal.
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NO 22-02371
SCALE : AS NOTED_
SHEET NO.
1.2
NO
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
12
iiz�� 5
12
5L,,,�
- — — — — — — — — — — — — — — — — — —
-0. 1 E E
FLASHING--, DECO E L
SHUTTER 1/2 33 SH
12 DETAIL
SCORED
STUCCO
BANDS
SILL DETAIL
SCALE: 3/4" = V-0"
SCORED
STUCCO
— - — — — - BANDS
EXTERIOR PLASTER
ON FRAME
25 SH 25 SH 12
2ND FIN. FLR. 5
— — — -- — — — — — — — — — — — — — -- — — — — — -
T.O.M.
— — — — — — — — — — — -- — — — — — — — -
TO M@ GAR.
ENTRY
HDR. HG1
SCORED
STUCCO
00 z
o?
&D
FIN. FL
BANDS
:51,C4 / WEEP
U
01 FBI
—TEXT
CEMI
/,,,—FINIS
SCOF
BAN[
U
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E J El L7 E—] [ __1 [ __]
-1E Z_ =---
I(jU/U ()VFHHt_-AD DUOR
Jurats
FRONT ELEVATION — A
SCALE: 1/4" = V-0"
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
JRED
NTITIOUS
1 ON CMU
ED STUCCO
S
. . . . .. 12
12
5
HEAD DETAIL
SCALE: 3/4" = V-0"
SCORED
0 1 uk-Al
BANDS
1. V-15"
DECO SHUTTER
SCALE: 3/4" = V-0"
T-Q-p -------------------------------
HDR-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — -
Ci Ci
EXTERIOR
PLASTER ON
er FRAME
25 SH
1. FLR.
TOM
3AR.
HGT._ — — I — — — — — — — — — — — — — — — — — — — — — — L —
SCOREDSTUCCO
BANDS
I.-FLR.— — _ I — — — — — — — — — — — — — — — — — — — — — — L__l__
---------------
z--FLASHING 7
35 SH
CJ / WEEP
------------------------------ ---
25 SH
ZI-------------------------------------------------------------------------
TEXTURED
CEMENTITIOUS
FINISH ON CMU
--T — — — — — -
RIGHT ELEVATION — A
SCALE- 1/4" = V-0"
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.
r uovering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, orASTM C1787 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"A" 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" 0. 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 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 manufacturer's 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
AAMIA 800 or ASTM C920 Class 25 Grade NS 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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Engineers signature and seal.
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SCALE :
AS NOTED
SHEEr NO.
2.1
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FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
_ 4' OFFRIDGE VENT-
5 �.,.
T --
T.O. P.
HDR. HGT.
------ ------------------- -----
00 ^ 1 /2 33 SH CJ
T
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
12
5
12
�5
(2) 25 SH
EXTERIOR PLASTER
ON FRAME
2NDFIN. FLR_---1---------------------------------------------I------
.M.
aT=---�--
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CJ / WEEP
35 SH
REAR ELEVATION - A
SCALE: 1/4" = V-0"
TEXTURED
CEMENTITIOUS
FINISH ON CMU
CJ CJ
EXTERIOR
PLASTER ON
FRAME
25 SH 4' OFFRIDGE VENT'" 1
------------------------------------------------------------ — — — — — — — — — — — — --------------------- ——L------- ---�— —2ND1
FLASHING
-------------------------------_----- --------.-----------_._-.—_.----
-
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TEXTURED —
CEMENTITIOUS
FINISH ON CMU
---------------------------------------------------------------------------------- I --- FIN.-F
-----------------------------------------------
LEFT ELEVATION - A
SCALE: 1/4" = V-0"
General Notes
ROOF CRITERIA:
• 12" OVERHANG U.N.O.
• PLUMB CUT FASCIA ROOF
• PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
**ELECTRICAL SPECIFICATION NOTES**
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Coverina
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 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 C1063 or C1787, or as otherwise
approved. (Refer to sheet SN1 for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.x1-1/2" long (3/4%1" 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 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 ASTM
C1063 & ASTM C1861.
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 manufacturer's 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 sealed 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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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: 22-02371
SCALE : AS NOTED
SHEET NO.
2.2
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. AJI 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
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an AIC 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 affic 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 GFC1 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
FTT
DUPLEX OUTLET ABOVE COUNTER
--W.
WEATHERPROOF DUPLEX OUTLET
K)G.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I I --- \
5-oF
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
V!N
1;21-
DUPLEX OUTLET IN FLOOR
K�-=
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�-o
WALL MOUNTED LIGHT FIXTURE
(:§)
RECESSED LIGHT FIXTURE
#P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
Owl
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC H]
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
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
150AI200A INDOOR
PANEL CENTER
.E.A I E :: 4 copper to lights & outlets
150AMPI 2 copper to 20 amp ckis
200 AMP #10-2 copper to WH
910-3 copper to Dryer
�1 —2/0 or 4/0 SER Alu
200 amp
150 amp
Disconne
UNDERGROUND_j act
POWER CO. FEED
INTERSYSTEM 4 Bare Cu Ground
BONDING #4 GROUNDING WIRE
TERMINATION PER WITH CODE APPREV-1
NEC 17, 250.94 CLAMP PER 250.50 AND
250.52 OF NEC 17.
Typical 150-200 Amp Electrical Riser DiagraM REV. 04.06.21
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER CO.
1.5" VTR -ill 3" VTR
DEDICATED
RECEPTACLE FOR
MICROWAVE RANC
HOOD PER SPECS
3" VTR
PLUMBING RISER_
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
-'ITCH FOR
DI�POSAL
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OR PREWIRE AS OR PREWIRE AS
PER SPECS PER SPECS
SPEC 3 & 4 KITCHEN- FIRST FLOOR ELECTRICAL PLAN - ELEV-A
SCALE: Y4"=1'-0"
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY
WITH THE SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT FIXTURES
SHOWN ARE FOR LOCATION PURPOSES.
- - - - - - - - — —
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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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ATTIC VENTILATION CALCULATIONS--.. A
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
1/150 Rule Ridge
1I300 Rule Off -Ridge
(No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt.
Req.) (Ft.)
Tntal
ATTIC
SPACE
SQ. FT.
Total SO.
SQ. FT.
SQ. IN. of
SQ. IN. of
of vented
IN. of
of
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soffit
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needed
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SQ. IN. of
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SQ. IN. of
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0.0
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43
152
11
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____
138.0
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138.0
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Floor
1170
1123
160
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(Zone 2)
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"NOTE'"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
ROOF PLAN - A
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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. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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PREVALENT AREAS, APPENDIX 7' OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
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POISONING
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Residentlal 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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RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft
IIND SPEED (ULTIMATE) 140.0 MPH
IIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY � C
EFFECTIVE WINDPF 'SSURE AND SUCTION (PSF)
WINDAREA VALUE DENOTES PRESSURE
(SO FEET) VALUE DENOTES SUCTION
AREA ROOF 2e 2n 2r 3 3e 3r
10 j HIP 1 -35.94 1 -49.57 -49.57 -49.57
GABLE 1 -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 -78.58
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" D.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS41 (8d) NAILS @ 4" D.C. ON EDGE AND 4" 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: Y16" EXP. 1 eYls) or 1V3j'EXP. 1 0�116)
TILE: '532" EXP. 1 0�'jtl)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (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
RAFTER W/ BLOCKING @ 16" D.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.
HIP ROOF >20 TO 45 DEG.
[4:12]-[12:12]
a=4ft
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC.
0 CONNECTOR SYP CA
A META12 1420
A (2) (2)META12 1875 (1)PLY
1795 (2)PLY
B HETA16 1810
C H2.5A 565
b H3 400
E META20 1450
F HHETA2 2120
G H10A 1040
H FGTR 4725
HTT5 4350
HD3B 3130
VGT R/L 2225
VGT-F 1 4940
2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND
_\ L'
8d NAILS @ 6" O.0 ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING
TO BLOCKING
11113MCCCS33:111= - -
(2) 12d NAILS TO-/, ROOF OR FLOOR
BLOCKING EACH SHEATHING
END (2) SYP#2 TOP PLATE
2X4 BLOCKING AT
EA. ROOF PANEL.
JOINT Aj 4E_QC
MAX ___z______LSTA30 EACH SIDE
TRUSSES-/ @ EACH END OF
WALL
N
LUS26
1165/1060--
P
HUS26
1320/3235
Q
HUS28
1760/4095
R
MTS12
990
S
VGT - M
4940
T
(2) LGT3
6570-M 6960-
U
MGT
3965
2A SPF STUDS
@ 16" O.C. WALL
SEE C/S3 FOR
SET BACK 2" PER
ADDT INFO.
DETAIL C/S3
SEE PLAN FOR DIM.
SEE FND. PLAN
LA
FOR FOOTING
SPECS.
INTERIOR SHEARWALL
@ TRUSSES
STEP-DOWN, WALL TO
TRUSS
SCALE: 1/2" = V-101"
LGT2 14060-M
SPF
FASTENERS
CONNECTOR
9 - 10d x 1 1/2"
HTA27-
1
9 - 10d x 1 1/2"
9 - 10d x 1 1/2"
HTA16
535
10-8d
RT7A
320
8-8d
RT3
7 - 10d x 1 1/2"
HTA20-18
10 - 10d x 1 1/2*
HTTA20
1015
18 - 10d x 1 1/2"
RT16A
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
-
3740
5/8' ANCH. / (26) 10dxl-1/2"
HTT5
3050
5/8"DIA. BOLTS
TDX2-TZ
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4-
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8' ATR
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
1005/915
8 - 10d x 3"
JUS26
1335/2820
20 - 16d x 3 1/2"
HUS26
1720/3125
30 - 16d x 3 1/2"
HUS28
860
14 - 10d x 1 1/2"
MTW12
3555
w/ (16) 1/4"x 3"SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
4730-M 5010-F
wl (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
3330
22 -1 Od x (1) 518" ATR w/ 12-
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
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
FASTENERS
SYP SPF I
870 1 1585 1 10 - 10d x 1 1/2"
1870
1585
10 - 10d x 1 1/2"
585
515
10 - 8d x 1 1/2"
345
305
8 - 8d x 1 1/2"
1625
1400
10 - 10d x 1 1/2"
2375
11 - 10d x 1 1/2"
1020
1160
9 - 1 Old x 1 1/2% 8-1 Od
7100
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
5795 j5/8'ANCH./(26)10dx1-1/2
3295 1 2 - 5/8" DIA. BOLTS
1000/10
2035/3400
(20)16d x 3-1/2"
2950/5090
-
30d - 1 6d x 3-1/2"
1195
1005
14-10tl x 1-1/2"
4175 22 -1 Old x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
3100-M 4520-F 3100-M 3800-F w/ (32116D SINKERS &
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 1
SINKERS FOR FRAME
"X"
HTS 20
1 1310
1 1245
24-1 Old x 1 1/2"
HTW20
1530
1285
24-1 Old x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 1 Od
SP2
1 1010
1 605
12 - 10d
SPT24
1090
12 - 10d
HCP2
1 590
1 555
12-1 Od x 1 1/2'
HHCP?
680
570
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 RECI'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
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x YGUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
Fq (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
ER_j
R
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR FRAMING PLAN - ELEV-A
SCALE: Y4"=V-0"
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To the best of the Engineers knowledge, informabon and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and sea) is only for
the structural engineering portions of the drawing pages bearing
Enginsees signature and seal,
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NO
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SCALE :
AS NOTED
SHEEr NO.
6.1
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' I Ilrl, 1FNI"
25' -OI I
(2) TYP.
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH 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) HIP ROOF >20 TO 45 DEG.
WIND AREA (+) VALUE DENOTES PRESSURE
(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12]
a=oft
AREA
ROOF
1
2e
2n
2r
3
3e
3r
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HIP 1
-35.94
49.57
1
-49.57
49.57
10
GABLE 1
-38.22
-38.22
1 -60.99
-60.99
-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
I
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ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
I
I
1
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
1 O
SHINGLE:'/e' EXP. 1 ey%) or 1%2" EXP. 1 OY16)
TILE: 1%2" EXP. 1 OY16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-0310d 12Y2" x 0 131"1 NAILS OR ASTM F1667 RSRS-04 (3" x 120"1 NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft
GABLE ROOF -[ 20 TO 45 DEG.
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 [4.12]-[12.12]
W/ BLOCKING PER NAILING SCHEDULE.
UPLIFT CONNECTION CROSS—REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
Q
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 1 112"
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"
HTA16
1 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
H 10A
1040
1015
18 -10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1 /2"& 8-10d
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
5/8" ANCH. / (26) 10dx1-1/2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-1/2
K
HD3B *
3130
3050
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 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 SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
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 3 112"
HUS28
2950/5090
—
30d -16d 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" 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 5010-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -10d x (1) 5/8" ATR wl 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -10d x (1) 5/8" ATR w/ 12"
EMBED wl USP CIA-7000C
EPDXY
V
(2)LGT2
4060-M 3770-F
3500-M 3240-F
w
(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
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-10d x 1 1/2"
HTW20
1530
1285
24-10d x 1 1/2"
SP1
555
535
10-10d
SPT22
735
8- 10d
SP2
1010
605
12 - 10d
SPT24
1090
12-10d
HCP2
590
555
12-10d x 1 1/2"
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 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
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I li 02
INTERSECTIONS. SPLICING rv°
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
_31—
(A)
OR 2 PLY
HARRIER
p �y q�R�ER A � A
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SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-A
SCALE: Y4"=1'-0"
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To the best of the Engineer's knowledge, Information and belief,
the structural plans end 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 engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NO: 22-02371
SCALE : AS NOTED
SHEET NO.
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1- � I -V - !17r"
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. LI-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 defection, except lintels 1T-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32'diameter wire stIrrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete
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 vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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8F44 1B/1T8F40 1B/1T 8RF40 OB/1T 8F32 1B/1T
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8F12-1B/1T
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'V'LINTEL DETAIL
SCALE - N.T.S.
Rimi
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TYPE DESIGNATION
REBAR
MIN.
AT TOP
(1) RECI'D
ALTERNATE POWERS
F = FILLED WITH
1i
GROUT / U = UNFILLED
R = RECESSED
4
CLEAR
STEEL LINTEL
QTY. OF #5
REBA
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REINFORCING
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PROVIDED IN
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8. NOMINAL WIDTH
LINTEL
--#5 REBAR AT BOTTOh
(VARIES)
co a: AS INDICATED
16 GAUGE POWERS
MATERIALS
rTFPFeZRsMnteIs 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg - 3000 psi w/
POWERS STEEL BOXED LINTEL NOTES (ALT.)
4. maximum 3/8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength - 1900 psi.
6. Rebar per ASTM A615 Grade 60.
1. Refer to manufacturer's specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications,
7/32 wire per ASTM A510.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
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
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
applying the comentiduos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
LINTEL PLAN NDTF
,S:
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
2x8 #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
ot SEE PLAN
T/VVALL
KNOCKOUT COURSE
W1 (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
REVISED: 11/04/19 SCALE: 1 " = 1'-0"
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LINTEL PLAN - ELEV-A
SCALE: Y4"=1'-0"
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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 bea6ng
Engineers signature and seal.
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SCALE : AS NOTED_
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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, ACO-D, CBA-A, ORCA-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
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 IMM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 IMM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, 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 12 INCHES (914 1 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1)� INCHES (38 MM) IN 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/TIMS 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.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TRIII-14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5/TMS 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.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
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 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / 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
CENTERILINE 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-1-P CONCRETE FORMED AGAINST EARTH:
C-1-P CONCRETE EXPOSED TO EXTERIOR:
C-1-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-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.
T'
2'
1 Y2.
X"
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 Ksl
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):
3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, 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 15/32"EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 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 1/8" 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 CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTIM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 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 "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS'.
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: 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 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate I 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 R318.1- "A permanent sic which identifies the termite treatment provider
and need for re -inspection and tr atment contract renewal shall be provid6d.
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. Irrigationts
srinkl,
srsrtems includinull risers and
spray hea s sha I n t be installed wi hin V-17'of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final 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. FB R 18. 1.1 - Initial treatment shall be done after all excavation
an%cW,,I 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., shal I be made with plilrmanent metal or plastic forms. Permanent forms must De
of a size and depth that w 11 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 rainfpll occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - gponcrete overpg and mortar along the foundation perimeter
)I
must be removed re exterior sot treatment.
10. FBC-IR R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidlewalls.
11. FBC-R R318,1.6 - An exterior vertirl chemical banripir must be installed after
construction is complete, including andscaping and irrigation. Any soil 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 certificate of compliance must be issued to the building d ent
by a licensed pest control company before a certificate of occupancy will be=.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. 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)
# EN D ZON E IS ON LY WITH I N 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS 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 9x7
+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" 1j/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8.,
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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EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4"-l" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:—) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
FILL CELL---\ � STD. 900 HOOK r— BOND BEAM
STD. 900
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CONT. #5 HOOK
BAR
#5 CONT.
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FOUNDATION
TO HIGHEST
77
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SIMPS(
w/ (22) �
NAILS I
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THRU
BOLT
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'OP PLATE
BOND BEAM STEP 2 X B.U.0
SCALE: N.T.S. SIMPSON MGT
w/ (22) 1 Od
2nd FLOOR NAILS TYP.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 META12 TSS
SEE PLAN FOR REQ'D
-UP COLUMN DETAIL
INSTALLATION @ MID SPAN
COLUMN AND SHEATHING PER PLAN BUILT
CONNECTION TJI TO BE CUT TO ALLOW
NOTE:
4", FOR BLOCKINGfTJI
UPLIFT VALUE
IS BASED ON
MASONRY WALL OR
S.P.F.
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR LOCATION OF
STUDS
above to bearing below. SECOND H10A
SECTION @ INT. BRG. WALL SIMPSON H10A (WHEN
DOUBLE JOIST CONSTRUCTION 110 1 - REQUIRED)
N.T.S. wif (18) 1 Od x 1 1/2"
(Not required if both loaded equally from above) 4' NAILS
Filler blocking . "1 1/8" min. I Small gap 2" min. UPLIFT = 1015#1
"1 2" max. 4" max.
11� I Web Stiffener Fasuine-r-96-ed-ule----
1/8" gap Joist Bearm'g ocati . on TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A
V Series De t h End I Intermedia
te INSTALLATION INSTALLATION
9-1/2" 2��d 2-8d
BCI 5000s 2-8d i 3-8d
Clinch nails 14" 2-8d
9-1/2" 2-8d 2-8d
8" 2-8d 3-8d
when BCI 6000se 11
possible BCI 6500so-1, 2-8d 5-8d 4" MIN. EMBEDMENT
V 16" 2-8d 6-Bd 0 SEE SCHEDULE FOR
1 Support back of web during nailing to prevent damage to 111-7/8" 3-8d SIZE AND QUANTITY
web -flange connection. �z 13CI 60s8 14" 2-8d 5-8d OF FASTENERS
Tight fit ---------- 6 0
_8
8d
2) Block solid between joists for full length of span. 16" 2-8d d
1-7/8" 3-16d 3-16d
1 d
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 0
2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14- 5-16d
4) Place joists together and nail from each side with 2 rows of 10d nails A
1. required when indicated or 16 6-16d
16GAxl-1/2" LONG (3/4"-1 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing.
CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing
O.C. VERT INTO STUDS top flange of joist. WEB STIFFENER —
(NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hinher than 15001b
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**
101-01,
TANK -LESS W/H
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 1.811.7
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
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pff max along load bearing wall.
Load bearing wall must stack
%on -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
I _f
local building
k1/16"
code for appropriate
details in
--One 10d box
areas=20 of high
r�t
or--20 sinker
lateral load.
nail each side
at bearing.
Boise Joist Blocking
i jqA.,A" i i nril nAiiq Pt R" n t,
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls: - for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
V When joists meet over wall, provide
113/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
*i vertical plumbing 3" max
JOISTS OFFSET
N.T.S.
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
1?
Provide adequate bearing 4'
CORNER OF for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist Fu [=;;I I I A
blocking panel *Non -stacking walls
411�
HOME H C G Squash block 10d nails require additional consideration. 00
00 0
GARAGE SIDE (2x4 minimum) SECTION @ INT. BRG. WALL FINIW GRADE
5'..011 N.T.S.
Bearing wall, Versa -Lam LVL or
STUB -OUT FOR 11-004 Glulam Beam 0
U-)
GAS METER 0 0
9
N N. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SEE FND. PLN.
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. SIZE& REINF.
IN BEARING ZONES D 12" BELOW
(see table below) M
(KNOCKOUT EXEMPTS) D nstall tight to top flange. SLEEVE THRU STE
PIPE VERTICAL THRU FND.
MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch _214- Joist h8n SEE PLAN FOR--'
1 1 4'
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO
STEM FOUNDATION
t NMI
P
GAS CONNECTION DETAIL VC OR SCH40 SLEEVE
GRADE TOP (2) #5's x 4'-0"
A %" ROUND REINF. S CENTERED @ PIPE
T, Filler block.
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" HOLE MAY 6' DO NOT CUT HOLES EE PLAN PLUMBING LINE
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2 Nail with PENETRATION
THE WEB. PROVIDE AT A ROUND IN 10-10d nails. I
LEAST 3" OF CLEARANCE 4 L
CANTILEVERS. Backer block required where top
FROM OTHER HOLES mount hanger load exceeds 250 lbs. A
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Install tight to top flange.
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6- @ 16" O.C.
1101-81'
(2) 16d TOENAILS
2" X 8' @ 16" O.C.
13'-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.
119-41
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4' @ 24" O.C.
6-11"
(2) 16d TOENAILS
2"X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8- @ 24" O.C.
11 1-011
(2) 16d TOENAILS
2- X 10- @ 24" O.C.
1IT-O"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
* =TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
So T HERN YELLOW PINE, 55 PSF LOADING
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.
1/4"-2" gap
L Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2'* gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0 All 0.6 X Joist
depth
I -JOISTS BUCKETS
N.T.S.
/ A/C CHASE 4" PVC --- (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
;2�
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION—\ Fl— PLUMBING LINE
19 4 * A
4. 44.
4 Aq :i:�
.4
T_
A A
SEE FND. PLN.
SIZE & REINF.
0
0
0 co
C14
a CO ><
M U_ a-
L5
C)
0
Q (1)
C:
J) 0 0
L
Lli
0
LU
U.1
;Iz
�4'
FL 0
"OFE
,Y
SSIOXAt�,
To the best of the Engineer's knowledge, Information and bellerf,
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 engineering portions of the drawing pages bearing
Engineers signature and seal.
40
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JOB
NO:
22-02371
SCALE :
AS NOTED
SHEET NO.
SN 1
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23
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A
ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
F!!�� I VARIES
UK,
7�r
6zi- -:7- -4 ---\ -+-;;d
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 Y8" 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. CONNECTIONS.
8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
2x BLOCKING HORIZONTALLY@ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. SIMPSON SP2 w/ , 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
ril v) inA KlAll Q UNO
2x #2 SPF STUDS INTERVALS NOT EXCIttLANU 1/2" CDX PLYWOOD OR 7/16" O.S.B. k I
1 V-101" (R302.1 1) SHEATHING REQ'D. FOR ALL ,,�Fx BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
FOR UNDERLAYMENT 16d TOENAILS T & EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 V-10" (R302.1 1) 2"*x3/16"PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
@ 16" O.C. W/ (2)
B
REQUIREMENTS SEE R905.1.1 - GYP. WB (MIN.) @ GARAGE SIDE IF :i INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
1/2 SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10'WEDGE ANCHOR
APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
TRUSS @ 24- O.C. U.N.O. 1/4"DIA - X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY"
2x P.T. PLATE IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS
HURRICANE ANCHOR @ EACH @ 6- MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.0 W/ IF NOTED, THIS REFERS TO THE
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON W 6 x 6 W1.4 x W1.4 2"00/16" PLATE WASHER (TY.P.) STEP, SIZE OF FOUNDATION AND
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) ELEV. 0'-0" (ALT: 1/2"xl 2"TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
WWF OR FIBERMESH O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL
IE I
F.
MOISTURE BARRIER A A.F. @ 24" O.C.) 211 x 6 W1.4 x W1.4
E_-E ATTACHMENTS 211
31/2" MIN.
V. IV,
SHINGLE ROOF, SHINGLES TO WWF OR FIBERMESH WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM 3 1/2" MIN. 6 x 6 W1.4 x W1.4
t>
A Aw ELE 4-31/2"
D7158-CLASS G or H, or ASTM I 1$1� .
7 1 0. .. A I 2x4 CONT7- A.F.F. CE . A
D3161-CLASS F, IN ONT7- ILI- 5
_T M r__l I r ED 1/2"(min. - 4A 1/2"(min.)- 4"
ACCORDANCE w/ TABLE 2� 4"
;0 ;i
M105.2.6. 1, FLUMIUM DUILUIVAIL3
CODE 7TH EDITION (2020) 8. GARAGE DEPTH VARIES 3 1/2"(mln.) - 4
RESIDENTIAL
ROOF SHEATHING - SEE (2) #5 CONT�9
SCHEDULE - [RSH1 - ON 4- 11-41v 8"
TYPICAL INTERIOR BEARING
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GARAGE SLAB AT STEP U.N.O. MIN.
FRAMING SHEET FOR rG G rB TYPICAL BEARING WALL 0 STEP 0 SHEARWALL
ELEV. VARIE SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=V-0" � S3 "SHEAR WALL" SCALE: 3/4"=V-10"
r__ - - __
5/8" OR 1/2" HIGH '�
P
:�'��ALUMINUM
DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8"
LUMINUM FASCIA
GYP. TYPE 7" @ GARAGE
W/A HABITABLE ROOM
N.O. 2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
CEILING & 8"O.C. WALLS
8"x8"X16"KNOCK-OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T. HORIZONTAL
NAILER
8" C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
TYPE "S" MORTAR
ARCHITECTURAL
,��FINISH
1 x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4"INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
cn
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/—NOTE:EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
E
A
00
0?
6 MIL VAPOR
to
Lz
BARRIER
2
z
C%j
COMP. SOIL.
4
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3"
MIN. CLR.
(2) #5 REBAR CONT.--,/
ON 3" CHAIRS TYP.
V-411 (1 STORY)l
STD. 90 HOOK (SEE
U.N.O.
14"
ll'-8"(2STORY)l
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
�3
OPT: DEPRESS SLAB 5Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB--\
14'
PAVERS�
—rO.H.D.
RECESS
4"
0?
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
1'4"
(1 STORY)
/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
11
1 8- (2 STOR
)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
�3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
A
2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
LOADBEARINGOR INSULATION PER FBC AND ENERGY co;
11 CnDU CHORAITTIMn %AIITLJ DCDkAIT
_zi_"j-11 A Rol I
(2) #5 CONT.
U.N.O.
TYPICAL BEARING WALL @ STEP
SCALE: 3/4"=V-0" � S3
2x BLOCKING HORIZONTALLY@
EXTERIOR WALL
0 %1. U.
NOTE:
1111 r-r%VMLO 11V I C:A%,CCUlI'4U
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
SEE SECTION C/S3 FOR
10'-0" (R302.1 1)
#5 VERT IN FILLED CELL
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
SEE CC/S3 OR
cm
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2" GYP. WB (MIN.) @ GARAGE
G/S3 FOR ANCHOR
"J"
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW-90 MOOK DETAIL
SIMPSON SP1 W/ (10)
SIDE IF APPLICABLE.
BOLT INFO.
5/8"x6l' BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8"THICK.
0 K.O. BLOCK
10d NAILS
1/1"DIA. EXPANSION BOLT @24
(IF NO UP LIFT ON
I
J.,
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
WALL SEE GG/S3)
(6) 1/4"x3 1/4" TAPCONS
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20' MIN. LAP [24' MIN. LAP]
#5 REINFORCING
x
x
SPACE ANCHOR
)R
3500#, MIN. TENSION 2600#)
*SIMPSON SP1
SPACED EVENLY
FIBERMESH
BAR
=j
F "R
OM
BOLTS 6" MAX FROM
6 x 6 W1.4 x W1.4
W/ (10) 1 Od NAILS
P.T. PLATE
WEEP SCREED INSTALLED
x
T
END OF 2" x PLATE
E
WWF OR FIBERMESH Cn
TYP.
,-2x
ASSUMED FINISHED
E
PER MFR INSTRUCTIONS
OR #4 REINFORCING BAR
t
1
�GRADE
9—
2�
#3 & #4 LAP SPLICE
GRADE 40 MIN., Fy-- 40ksi
I
A
A r�
J
FINISH GRADE ;0
2
2F MIN. LAP [30' MIN. LAP]
[GRADE 60 MIN. Fy= 60ksi]
co
J>
9
MONO OR STEMWALL
FOOTING MONO SHOWN
LU
LU
FOR CLARITY
6 MIL VAPOR
#5 REINFORCING BAR
R 17/8"
z
#5 LAP SPLICE
rr)KI
NOTE:
Cj
*FOR BEARING WALL now
W/ UPLIFT ONLY
I -W-
FRAME WALL TO C.M.U. WALL CONNECTION
( D
TYPICAL EXTERIOR FRAME WALL FOOTING
E
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-01"
S3
7
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3 "=V-0"
\ S3
RI AR INFnPMATInN
SLAB INFORMATION.
I%-
6 x 6 W1.4 x W1.4
TYPICAL THICKENED
MIN.
'DGE
SCALE: 3/4"= 7-0' � S3
BLOCK WALL BEYOND
EXPANSION JOINT
13" O.H.D. RECESS
4"
SEE AIS3 OR J/S6
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STqRY)
V-8" (2 STqRY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
ADDITIONAL INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
01 _011 CONT. BEAD SEALA�
INTERIOR
j -3 1/2"
'A
CONCRETE NAILS W 11/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB----,
go
6 MIL VAPOR
BARRIER
10"
(TYP-) 8" 1141, 81'
'--#6 REINFORCING BAR
------------------
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
WALL w/ UPLIFT
KG
SCALE: N.T.S.
SCALE: 3/4"=V-101"
� �3
SEE PLAN
11/2" RECESS ARIES
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WW`F OR FIBERMESH
I
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
I -
—
A
AT 24" O.C. MAX CONNECTION INFO
SEE PLAN FOR /Ilk
& LAYOUT DESIGN
......
TOP OF BEAM IV
3
SEE ROOF PLAN
c?
A q
A
(2) HTS20
FOR STRUCTURAL
4r
BEAM SIZE &
ru
CONNECTION INFO
A
2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6
MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO.
Z A17ACHED PER NAILING OPTION #1
(n 90
W SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
LU
COLUMN SIZE AND BASE
CONNECTION INFO.
SLAB STEP & RECESS
6@ S.G.D. f/ M
C0
SCALE: 3/4"=V-101" 1\ �3
2X STUDS @ 24" O.C. U.N.O.
10,
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 161D1 FOR
w/ 1/4"x3"TAPCONS
MASONRY WALL AND
GARAGE
COLUMN TO PORCH SILL
AT 8"O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS
W/ DRYWALL SCREWS @ 8-O.C.
TO FOUNDATION PAD -E!�r
INSULATION PER CHART
z
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL
MAT REINFORCING.
ON FLOOR PLAN
U)
Uj
i,-
SIZE VARIES PER PLAN
CONT. BEAD SEALANT
<
w/ MIN. (2) #5 VERTICALS
GRADE
FILLED SOLID (SEE PLAN FOR
ici� 6 x 6 W1.4 x W1.4
LIJ
SIZE AND REINFORCEMENT)
0 Uj
WWF OR FIBERMESH Cn
LU
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10- UJI a
.11 -4
BRICK PAVERS or SLAB PER
L.Lj C0 UJI 4
80
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U-0" FIN. FLR./J&
COMMUNITY SPECS
V,
U)
FOO TING
14" 14'
INTERIOR WALL SLAB STEP NON-BRG. ��K
SCALE: 3/4"=V-0"
BEYOND
PAD REINFORCEMENTJ L 3" MIN. CLEARANCE
SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
CONC. PAD INFO.
SEE SCHEDULE
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TAPERED COLUMN FRAMING ft'13�12 PATIO COLUMN FTG. DETAIL �N
SCALE: 3J4'- 1'-W \�� SCALE: N.T.S. 1\ �3_
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To the best of the Engineers knowledge, into7nation and belief,
the structural plans and specifications Contained within these
drawings comply with the 2020 Flodda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineertni; portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-02371
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SHEET NO.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADE , R
///—SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
SCREW OFF CAP (3" DIA.)
2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2"GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
PLATE WALL I
1/2
MAXIMUM INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
W4
T
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. 1\ �4
12
-SEE TYPICAL WALL SECTION
(Typ)
SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S. P. F. STU DS @ 16" 0. C.
SINGLE 2x CONT. TOP
PLATE W1 (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
+
+
=--,---,—POINT EVERY OTHER
POINT EVERY6THER
— STU D W, (3) 1 Od NA, LS
STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
+
+
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 10d
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
I
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
CL
TO DRAIN
0jL
EXTERIOR
WALL
WALL CLEAN -OUT
SCALE: N.T.S.
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW � �B MASONRYLAYOUT rD
SCALE: N.T.S.
"4
1\14�
7 5/81, 8" 7 5/81, 8" 7 5/8" 811
KNOCK -OUT)
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
I FIM
111
NOTES:
(DFILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4"INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
k
_j
_j
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>
0
FORM CREATES CONCRETE RECESS TO
2x4 (NO RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2X6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR RACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
A. tM
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
POURED CONCRETE BASE FOR 130TTOM OF MCI INTING R,
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
FOR GARAGE DOOR AND WATER
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
41
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x1 6 BLOCK
DOOR OPENING -Ot
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSIFFIR LOAD-
2 x 6 P.
J-BOLT
TRACK
BRACKET
FOP
1ARAGE
IOOR
—W-1 M—O"U'N' �I A N G L E
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK � �K
SCALE: N.T.S.
K��)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
1 (3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
1 (4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
-
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"X1 0" OR
GREATER HEADER
ri
\—(2) 2x HEADER SEE PLAN
* INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2X SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'---2X STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. OT. PLATE
BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
SIMPSON
SIMPSON
SP4
SP2
2X STUDS @ 24' O.C.
5/8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
12
(TYP') SEE ELEV.
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER -,-A
RESISTIVE BARR 1
1x161.*vzv1
CRICKET AS
BLOCKING W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
7
<
2x TOP PLATE--/
V2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
WEB
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
M
D ENT
O.C. MAX) w/ MIN, 4" EMBEDMENT
(24 T
L
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
X�
MAIN SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
MOISTURE BARRIER Z
ROOF TRUSS
SEE AIS3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
N .
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL----
W/ STD. 900 HOOK IN K.O. BLOCK
It
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
48* SPLICE STAGGERED
��ICE NAI
4 SPI
8*4
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4116d TOENAILS
TO YOP PLATE
NOTE:
PLATE LENGTHS MUST BE BOT1 'ON SPLIC
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
V2X P.T.
LATE
k-P
SIMPSON
SP4
\--NAILED
INTO
TRANSOM
TRANSOM FRAMING
FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
SIMPSON
Spi
SIMPSON
SIMPSC
RECESS
LINTEL
SP4
SP4
SIMPSON
SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SIMPSON� SP4 --\
//_SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/0�j
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
' (4565# SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8"
:'OXIED A.T.R.
t & NUT
OXIED A.T.R.
t & NUT
3XIEDA.T.R.
t & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
2X8 P.T. BOTTOM P
1
\-5/8"X10" "J" BOLT @ 24- O.C. MAX.
__1
C (MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
"
2X8 P.T. BOTTOM
PLATE
UU
L5/8"x`10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
"2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 7-0" O.C.
-MASONRY WALL
10d NAILS @ 4
10d NAILS @ 6" O.C.
STAGGERED A STAGGERED
0 0 TRANSOM FRAMING
BEYOND.
-PLYWOOD FASTENED TO TRUSSES
L
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING
& 8" O/C FIELD o
SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SPIS FOR 2X6 WALL, USE :—PLYWOOD
* SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- o
SP8 FOR 2X8 WALL) o SHEATHING
* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW oq_5/8"X10"J-BOLTS@24"O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
J�j
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S.
CD
CD
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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 -
the structural engineeding portions of the drawing pages Ixering
Engineers signature and seal.
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NO: 22-02371
SCALE AS NOTED
SHEET NO.
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SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (d
1/4"X2 3/4"
TITEN TO CMU
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)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-\\
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
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
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
�71 SCHEDULE FOR SHEATHING DETAIL
45*±
z
45*
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO§
BRACE
SCHEDULEFOR �/l
APPROX. 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 "L" BRACE TO
RIDGE FASTENED AT
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
"L" BRACE TO EXTEND
y
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
S IMPSON H2.5A w/ (10) 8d
2x8 P.T.
AB E TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)1 Od TOE NAILS @ EA.
BLOCKING
7/16" OSB SHEATHING
FNAILS
END
GYPSUM WALL BOARD
ATTACHED W/ 10d
GABLE TRUSS
@ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1 /2" CDX PLYWOOD OR 7/16"
AND 12"O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1003" @ 3' O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
O 2" 6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
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)
MAX. 9"
UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS
IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING-i
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
EACH JOINT w/ (3)
TOE NAILS @ EA. END
10d & (2) 10d TOE
NAILS @ EA. END
2x FRAME WALL (SEE WALL
lr-
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
0,,,-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12"O.C. FIELD
--,,-(2)16d
END TYP. TOP &
BOTTOM ATTACHED
NAILS
W/ (2) 16d TOENAILS
'
x
.
.
2x4 PANEL BLOCKING @ FOR
\ 2x BLOCKING
2x4 "T" ON T6P OF PANEL BLOCKING-:-- 2"x6" P.T. SILL NOTCH 1" BRACE HERE 48" O.C.
FASTENWITH 10dx3" @4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
"
" "
'
"
(2) 16d
NAILS .
INSTALLED PER MANUF. 1/2
x 8
J
BOL
@
.
. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
R
1 Od
3"
4" O/C
:
�
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
L_ SIMPSON META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24"
GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4'x2 1/4"
SCALE: N.T.S.
IQ15�
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
L TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16- O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
.REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
SEE STRUCTURAL—
CHORD BLOCKING
;0
;0
NOTES AND NAILING
INFORMATION
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
711,2
1-
(2) 16d NAILS
-WOOD TRUSSES
;0
2"x4" CROSS BRACE ----
APPROX. 8" FROM
.2X4 RAT RUN BRACING
I
1 12"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 16d
AT EA. TRUSS JOINT
(2) 2"x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2X4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
I 10DAr1r_ ALI CUr'RAIKI CnM 'I DI V
'
DI
MAX. 9"
UNSUPPORTED,
IF >9" SEE I O/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6" O.C. EDGES AND 12
O.C. FIELD
-2x4"T"ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING_�". 2x4'7 BLOCKING
@ 48" O.C. 16d NAIL
11" BRACE
ATTACHED W
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE "L" BRACING DETAI
SCALE: N.T.S.
2X4 "T" BLOCKING
48" O.C.
---16d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" O.0
TYPICAL
; W
4�
Lj
GABLE TRUSS WEB
SINGLE "L" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING
48" O/C @
GABLE TRUSS
TRUSS VERTICAL
SIMPSON SP2 w/ (12) 1 Od
L 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
(2) 2"x8" "L" BRACE J
NAILS AT EACH STUD
FASTENED WITH (3
SLOPE OF ADJACENT TRUSS) , � J
STUD WALL (SEE TYP. SEC.)
16d PER SIDE
SECTION SECTION r4 SCISSOR GABLE "T" BRACE (7-)l
SCALE: N.T.S. SCALE: N.T.S.
'\ �5 AS PER HIB 91 SCALE: N.T.S. �5
MAX. 9" 8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/S5 r-WOODTRUSSES
r-"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
/-GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
x
/1'_OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
HGAM10KTAW/(4)
E . ES AND 12" O.C. FIELD
1/4"X1 1/2" SDS SCREWS TO
/_ JACK TRUSS
BLOCKING & (4) 1/4"X2 3/4"
SEE PLAN FOR
TITEN TO CMU
= - ------CONNECTION
OF THE LAST LANIIN ATION
2x4'7 ON TOP OF PANEL--j
L 2X4 BLOCKING W/
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C (2) 12d TOENAILS
NON - LOAD BEARING LOCATION �D
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT -UP COLUMNS r8
SECTION r9
SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 --o-, k
ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
S5
1INIMUM 2x
'ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL
(2) 16d NA
(2) 16d PER
JOINT
211X4"MIN. SEE M/S5
CROSS BRACING DETAIL i
SCALE: N.T.S.
S5
12"
21-1 SCHEDULE
kTTACHMENT
2 SYP BLK'G @ 16" O.C.
JxO.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
11, @ 81, O.C.
XO.13
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
1\ �5
GABLETRUSS
S5
"L" BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
AND LOCATION)
6.9 MAX.
S5
S5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
'L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
EXT. WALL CONN. @ NON LOAD
1,
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0-0" - T-0'
31-011- 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4'xl 1/7' SDS
SCREWS TO TRUSS & (4) 1/4-x3' SDS SCREWS
TO PLATES (TYP.)
L—CONT. BEARING
GABLE END BRACING DETAIL SCALE:3t4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 wl (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
Lli
0
Cr
CORNER JACK
0
0
<
Er
LLJ
z
Cr
0
0
HIP FRAMING REFERENCE PLAN
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
I W
\-BRACING W/ (3) 1 Od x 3" AT
EACH CONN. @ 24" OIC
-MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
NOTE: TOP CHORD 2X4 #2 SYP BRACING
ARCHITECTURAL FINISH
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENTTRUSSBRACING PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
114
0%
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
.31
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
.31
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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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 struct ral engineering portions of the drawing pages bearing
Engineeru signature and seal.
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SIMPSON LSTA24 STRAP wt (8) 10d x 11/2" NAILS TO 2x STUDS@ 16" O.C.--,, ATTACHED WALL SHEATHING I
r— !�)- 2x TOP PLATE Z-0 N TZ Y.
STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ---\ ---n
.1-2 1911 nri nri A,, n r. CONTINUOUS TO BOTTOM RIBBON I WALL SHEATHING MAY BE INSTALLED VERTICALLY OR MORI
vv/ sa(CO 4" U.U., e KUVVZi 6 1 AUUtKtLJ
NOTE: EXTEND SHEATHING TO
2nd FLOOR WALL�_. BOTTOM OF BEAM OR GIRDER
2"x BOT PLATE W/
2X4 R I BBONS, EACH W/ 4-16d
'T
(2) - 10d.@ 6" O.C.
NAILS INTO EA. FLOOR TRUSS
BEAWGIRDER
WEEPSCREED
Lu
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 10dx1 1/2"
Cn
0
NAILS AT EA. TRUSS w/ MIN. 4"
PRE-ENGINEERED
EMBEDMENT IN KO BLOCK
FLOOR TRUSS/JOIST
S
FLOOR TRUSSIES
15132'OSS
EXPOSURE1
F
SHEATHING W
iE
SOLID 2x
BLOCKING @ ALL Z
C
SHEATHING
EDGES (SEE
OPENING
SECTIONX-X)
Lu
0.0
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ru
_2xSTUDS Lu
BEYOND.
SEE PLAN
I
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0
woonqU
(0
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
Lu
JOINTS
TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN Y8".
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS LM 4" D.C. w/ 8d COMMON NAIL
Q
NAIL OPENING PERIMETER w/ (2) ROWS @ 4' D.C. wl 8d COMMON NAIL.
@
NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
cn,
STAGGER ALL VERTICAL JOINTS & NAIL (2) 4"O.C.
w/ 8d COMMON NAIL
W
uj 1 t
(D
8
wl 8d COMMON NIAILS @ 4' D.C. (2) RO (S @ TOP & BOTT�
t7
kV
1,2) d NAILS @ 3" O.C. TO EACH TRUSS END OR 0 VERTICAL
8
04 W 0 0
MEMBER IF GABLE END
u- 1: x
NOTE:
'\-2;4 P.T. BASE r OU NfAILO rV� VVM�L Qn� I 11� .�� I .� W I �
: DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
A _j
2x RIBBON OR CAL ORIZON I AL SEE PLAN SURF E MORE THAN 118
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 318" "S" NAIL 3/8"
SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"= 1 �4' �6 SPACING
FOR ADDITIONAL INFORMATION.
314" 1/2"
11
/2 S
Ilk 1/2"
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" B.I.I.C. LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2"TO BAND FLITCH PLATE TO wl (2) 12d
REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 10d NAILS TO TOENAILS EA. END. NAIL FLITCH
ROOF FLASHING AND ROOF FLASHING COMPONENTS BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL wl (4) 8d NAILS
TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL---------... TO MASONRY BELOW F
CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C.
SHINGLE ROOF, SHINGLES TO BE IN STAGGERED FOR SHEATHING
0
(2) 1 Od @ 6" 0. C. FLOOR SYSTEM
ACCORDANCE w/ ASTM D7158-CLASS G or
12 H, or ASTM D3161-CLASS F, IN SECTION X-X
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
Z:7 BAND JOIST--
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSHI - ON -;z
BAFFLE *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 WALL SHEATHING INSTALL.
INSULATION FRAMING SHEET FOR NOTES: * USE rc
(12) 8d x1 1/2" NAILS SHEATHING TO .:zz
SHEATHING AND FASTENERS
INSULATION P @ 24" O.C. BOTTOM OF RIM & NAILING SCHED.
CHART ON FLOOR
ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020
PLAN "N
JOIST FOR
1 st FLOOR WALL
C ALUMINUM FASCIA SHEAR WALL
5/8" OR 1/2" HIGH STREN I GTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" ONLY. (6) 1/4" x 2 1/4" TITEN --MASONRYWALL
BOARD PER CODE W/ 13/8" DRYWALL NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND SCREWS TO MANSONRY
NAILS OR DRYWALL SCREWS 7" O/C STRUCTURAL SOFFIT SHEET SS JOIST AT EA. STUD WALL PER STRAP
CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 2-ROWS; 12d NAILS
1/2"GYP WIB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY STAGGERED @ 12" O/C EACH
O.C., 2 ROWS FACE OR 3-ROWS 12d NAILS
- ATTACH 2x STUDS 1x2 NAILER rE CONNECTION W/ MSTAM36
DOUBLE 2x S.P.F. TOP PLATE 2ND FLOOR FRAME CONNECTION rL L
TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. STAGGERED @ 12" O/C FOR
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING @WOOD 1 ST FLR. SCALE: N.T.S. �6 2x CRIPPLES @ 2"x10" OR GREATER HEADER
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d
2X BLOCKING @ EA. WALL TOENAILS T/13
SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF SEE FLOOR PLAN NOTES FOR
U.1 SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION
0 Uj
16" O.C. 2X S.P.F. STUDS 0
0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD INTERIOR HEADER:
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j tu LAYER 1/8" THICK. 10d NAILS @ (1) 2x SILL PLATE W/ (2)
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L=j -) =W 8" OIC TYP. BOX HEADER 12d TOENAILS
vi INSULATION PER ONLY
1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN DOUBLE 2x * EXTERIOR HEADERS:
OSB (DRAFTSTOPPING) TO BE NAILED W/8d �R CRIPPLE STUD (1) 2x SILL PLATE W/ (2)
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR rB TYPICAL (U.N.(.), 12d TOENAILS
AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED e OPENING LARGER THAN 4 FT:
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SH ',,,S��S6 SPACER (1) 2x SILL PLATE w/ SIMPSON
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU�� I — —
AREAS. BLOCKS LS30 w/ (6) 10d x 11/2" EACH SIDE
15f32" OSB
EXPOSURE1
-1'!x
SHEATHING
PROVIDE
x
BLOCKING AS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET-
L
FLOOR SYSTI
M
FLOOR SYSTEM
C I MIL OEM I
OR FELT
2X STUDS TYP.
ER PLAN
TRUS
PAPER FOR
MOISTURE
P.T. BOT. PLATE
BARRIER
2x4 RIBBONS
FLOOR TRUSS
BEAM
1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W1 13/8"
STRAP
DRYWALL NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8'O/C WALLS .110
\\-,—STD. 90 NOOK (SEE DETAIL)
_E�L
SEE PLAN FOR REQUIRED
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2' x 6" WALL
STRAP$
JACKS
I STUDS
JACKS
STUDS
SIMPSON
SIZE
EAEND
EAEND
EAEND
EAEND
T4
(2)
(1)
(2)
(1) LSTA30
4'-g'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(3)
(2)
(3)
(2) LSTA30
1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT 11-ro CORNER CONNECTIONS
INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL 'IT" AND CORNER LOAD BEAR I NG/EXTER IOR FRAME
NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN DETAIL-- LOORTRUSS) WALL HEADER DETAIL rM
BAND JOIST TYPICAL ARCHITECTURAL SCALE: N.T.S. SCALE: 1 1/2"=l'-O" �6
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING
4"x4" INSPECTION PORT AT /— SEE SHEATHING 2x BLOCKING HORIZONTAL-L SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
SECTION C/S3 FOR .1
EACH FILL CELL TYPICAL SPECS ON FLOOR @ INTERVALS NOT O/C
LU ADDITIONAL INFORMATION 2X STUDS@ 16
1x WD FURRING @ 24" O.C. a. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE 1/2" GYP. W,B. MIN. @ EXCEEDING 10'-0" (R302.
BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926
MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING 2x BLOCKING HORIZONTALLY— EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS
ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK.
MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.)
SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 wl (10) 10d NAILS
4' N" NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. AT EA STUD
E 40' . '� . - ' 500 PSI CONCRETE MIN.
'A "FINISH GRADE ;0 TYPICAL TENSION 2600#.) 2 2X P T* PLATE
'A < FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. SLAB W/ 6x6 W1.4xW1.4
FLOOR TRUSS —1 !�t WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF.
2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A' o? SEE FRAMING WEEP SCREED
'A ;m__
4' A,*
6x6 W1.4XW1.4 ;0
9 K -A
PLAN
INSTALLED PER MANUF.
WWF OR FIBE MES� —11 -v;1 ;-- 7 .. .. .. . I;-- ' k - . - .1 . . . . C-14
. .. . . .. . . A. .- . . A A FINISH GRADE
\\—SIMPSON HETA20 W/ (8) 1 Odxl 1/2" . I[— . W. . . . . 1... ", a
o?
A'.
A 9 ;2�
.4 11 M I 1=1
O/C FOR THE 1 ST 2'-0" OF
2"X4" CROSS BRACE @ 4�" NAILS @ 24" O.C. INTO TRUSS
U-7rr STD. 90 *HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT
HAIR—/ MrT
A
W/3" MIN. CLEARANCE 4
(3) # 5 REBAR ON 3" C 4" 10-81, (SEE DETAIL) END INTO 2"X4" BLOCKING IN KO BLOCK (3) #5 CONT. ON 3" 7 -711 11 1 . . . . . * 16 ..4. 0- \.. I I I III I I
1,
SEE DETAIL 2/D2 FOR CHAIR W/ 3" MIN.
TYP 2-STORY WALL SECTION rj'N� MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" 1
REV. 03,16.21 SCALE: 3/4'f_1'-0" � �6 2ND FLOOR FRAME CONNECTION i( �R INTERIOR 2-STORY FRAME SECTION W/3" MIN. CLEARANCE
ALTERNATE FOOTING ry
PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
FOR ADDITIONAL INFORMATION. I I
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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 -
Residentlal 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
SHEEr NO.
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ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
1 3/4 x 11-
VL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2x4 UNDER STRINGER GLUED A
NAILED TO LANDING BLOCKING
D
2X4 PT NOTC
INTO STRINGER
D
-.,-2x8 BLOCKING FOR STRAP
L-1x4 blocking
SIMPSON MSTA21 W/ (16) 10d NAILS
41 E
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE' T" 11'-O�'
E:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
AND 1/2"GAP TOP AND
MTS12 w/ (14) 10d x I
'VUK
M'�N
BOTTOM, GLUED AND
"W'"'
1/2" NAILS)
NAILED TO STRINGER
2x12 TREAD
GLUED AND,
NAILED--\
2X4 PT NOTCHED INT \7L2x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONED\ NOT TOUCH STRINGERS
INTO FLOOR WITH GLU=��
STRINGER CONTACT L/2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
x4 GLUED AND NAILED TO STRINGER
POINTS FOR DRYWALL SPACING
SECTION VIEW
SCALE: 4.
JOIST
SYP
2x8 SYP
STRINGER MUST MAKE Fi
CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER-
2X4 CUT ON BEVEL
DOES NOT BEAR IN
D 2C WALL GLUED TO
2X8
F
2x8
SYP
2x SYP CUT TO FIT
BEARS IN WALL
---2xl2 SYP
BEARS IN WALL
—2x6 SYP
B
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
-SIDE) TO BOTTOM EDGE OF 2x12
ALIGN THIS STUD WITH 314" RISER CUT TO FIT STRINGER STRINGER
FACE OF 2ND RISER MAINTAIN BETWEEN
AND J" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER //�X
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
�
7Z!i!
2X4 SYP BLOCKING
FOR STRAP
2X4 PT NOTCHED INTO STRINGER\-\-v--/
(SIMPSON MTS12 W/
AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "A
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2X4 CUT ON BEVEL
DOES NOT BEAR IN
WALL
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
ll
SECTION VIEW "B"
SCALE: V= V-0" SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
-2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12 cr-
ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" X
2 ".'TAPCONS @ MAX. 32" O.C.
4
ATTACH ALL COMPONENTS 1X4 GLUED AND
NAILED TO STRINGER
OF STAIR TO CONC. W/ J' X
2 J" TAPCONS @ MAX. 32" O.C.
OVI
DE MOIS/TURE
PROTECTION
LA A HA OMPONENTS
TT C I LLC . W1 X
OF AR 0 CONC
@ MAX - 32" 0. C.
4 TAP ON
C S
1 x U
G E
4 L D AND
NAILED To STRI GER
1X4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
G 1
TOP OF
STRINGER
STRINGERS
2X4 BLOCKING FOR 2X12 SIMPSON AL35
z
2X4 PT UNDER 2x12 OR LSC EACH
W><1 11
2X4 SYP BLOCKI N
FOR STRAP
(SIMPSON MTS12 W/
2x4 PT NOTCHED INTO STRINGER\
(14) 1 Od x 1 1/2" NAI LS)
AND NAILED TO FLOOR WITH GLUE
AT STRINGER CONTACT POINTS
CTION VIEW "D" SECTION VIEW "Ell
'
SCALE: 1 V-0"
Zt PLYWOOD
-2x SYP CUT TO FIT
BEARS IN WALL
---2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-1)"
2X4 GLUED
AND NAILED
CTION D-D
SE
-3/4 PLYWOOD
ON DECK
—2x8 SYP GLUED
AND NAILED TO
FRAMING
2X4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILED
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUEA:F
STRINGER CONTACT
POINTS
SCALE: 1 V-0"
Y2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
LX4/GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
CTION VIEW
SCALE: ill = V-01.
SCALE: 1 V-0"
-3/4 PLYWC
ON DECK
2X8 SYP
AND NAI
FRAMIN(
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 1111CIIIII
SCALE: 1 V-0"
;71 -FLOOR TRUSS OR CONN. TO BOTT,
GIRDER, FIELD VERIFY OF NEWEL POSI
PER CONTRACT,
(2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING
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.
SECTION VIEW "G"
SCALE: 1"= V-0"
d, �F SECTION VIEW
SCALE: 1 '-0-
L POST LET INTO
;LOCK
IDE
<ING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POSTL
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 11 X1 7 REDUCE
SCALE.5) SCALE: AS NOTED
SCALE: 1 V-0"
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
qTO RIM BAND,
ID NAILED TO
NALL BELOW
JOINT
-TO
)ISTS)
2X STRI
2X B
OCKING
PSON MTS
2 W/
1 Od x 1 1/2" NAI LS
DOR
D R71
3
2X BLO(
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RIS R 'S
VARIES
ECTION VIEW "H"
SCALE: 1 V-0"
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To the best of the Englneer's knowledge, information and befief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Englineer's 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
SHEEr NO.
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1/2" DRYWALL
DOOR JAMB (REFER-\
I A,+
DOOR JAMB (REFER 1x4
1/2" DRYWALL
DOOR JAMB (REFER
1x4 1/2" DRYWALL
"J'
[-1x4
TO PRODUCT
P.T. F
TO PRODUCT
APPROVAL FOR CONN.
4*1X4
TO PRODUCT
APPROVAL FOR CONN.
APPROVAL FOR CONN.
1x4 P.T.
��FURRING
E x4
X 4
1 -1 FURRING
3-1/4" LONG X 3/16"0
n
3/16"0 X 3" LO NG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/211
I
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C. & 4'
I
2X8
LL11X8
BLOCK@ SPACING
1 11DETAIL
O.C. 2-ROWS INTO 1x8
P.T.
FROM EACH END W/ Mi N.
2" EDGE DIST. ATTACH
PER MANUFACTURE
MASONRYTHROUGH
1-1/211
DETAIL
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
1 x4 P.T. & 1 x8 P.T.
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.
N
11 /1 2d
1x4 1/2" DRYWALL
1x'
DOOR JAMB (REFER
EACH END W/ MIN
TO PRODUCT
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
El
TAPCON @ 16- O.C. &
U2x8
D IST.
END w/ MIN. 2" EDGE DIST.
FURRIN(
4" FROM EACH END w/
P.T.
W/
ATTACH SECOND PLY w/
L 2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 Odx3"
2x8
O%f r%CTAII
-1 1A nC:r A I I
STAGGERED @ 12 O.C.
-4-11AII r)I=T,&Il
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO \
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
SCRIBE (NOTCH)
CONNECT W/ 8d NAILS BRACE/BLKG
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
ri
SCALE: N.T.S.
1\ �S
,A7
I
M
INSTALL WDW. SCREW ANCHO
INTO ARCH BLKG. PER
INSTALLATION DETAILS
NCH
OR
1/4" MAX
it
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
20-01'
WITH
1/4" x 3 1/4" TAPCON (111/4" MIN.
EMBEDMENT INTO
0
/4" MAX
Z4
2'-0"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK -`-, - i
I
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE B T%A�
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S) -------- zz,
)0
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
F
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
"--2 X 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
INSTALL WDW, SCREW
THRU OSB INTO 2 x 8
A NCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL
B-13
SCALE: N.T.S.
�s
SECTION
A -A
811
1/4" x 3 1/4"TAPCONS
�LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
--- 2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
\_ PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8"
EQUAL
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
PROPER INSTALLATION MAX. 8"
tFILL
SOLID
BOTH CELLS
#5 REB,
(TYPI)
STD. 90'
HOOK C
±5"
NOTCH WEB AT
FIRST 2 COURSI
APACITY = 805#FOR1STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 wl (116) 16d
SINKERS AND (7) 114"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
.0
(5) 12d NAILS
SIMPSON
2X6 TO 2X4
H2.5A W/ (10)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
JACK TRUSS PROVIDED BY—/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH
.
IF TRUSSES USED) W/ (2) #6 X 41/V WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
SCALE: 3/4"= V-0"
�S
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W , W , M * AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
WHERE THIS CONDITION
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
OCCURS
#5 CONT. TOP & M I D
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER 011
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
/"-F.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
A
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
-0�7
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6,, mil LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
C14
REMAIN FREE OF MORTAR.
NOTE:\t:" I .
z
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
z
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
1k N (2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY)� WITH MIN. 3"COVER EA. WAY
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
*4*#
kR
440%
YP.)
—
1
rHE
Z
40
#5 REBAR (TYP,)
90- HOOK CrYP.)
4%
FILLED CELL INSTALLATION
SCALE: N.T.S
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
x ASCIA
-1 ALUM DRIP EDGE
I
ALUM FASCIA
BRG WALL TYPE
PER PLAN
1-3/4"TRIM PAINTED
SS NAIL w/ 5/16" HEAD
F CHANNEL, 7 DIA. @ 24- O.C.
FASTENED PER
NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
N PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
ON THE DIESIG
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
- WOOD w/ (3) 16 GA. 3/4"0/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
- SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = 1 1-01, FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FIL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
4
(2) 10d NAILS @ 8" O.C.
+ TO TRUSS TOP CHORD
+ +
+ + PLYWOOD SHEATHING
+
+
BLOCKING AS
+ +
REQUIRED TO
z + + SUPPORT SOFFIT
M I 19 +
2X4 SYP
EACH TRUSS
I F9
CONNECTOR I E1
SEE LINTEL---/
SCHED.
CENTER SOFFIT
PRECAST LINTEL J
% %
SEE ELEVATION
(MAX. 4--o")
FOR OVER HANG
SECTION @ ROOF EXTENSION
SCALE: 3/4" V-0"
SEE SHEET D2 AND
SIMPSON HTT4 W/ (118) 1 Od x 1 FLOOR PLAN FOR
1/2" NAILS TO STUDS & (1) -
MORE INFO
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET11
EPDXY MIN. 6" EMBEDMENT &
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3_
z
0
U)
U_
0
ILLJ
D
@ FIRST COURSE
1041,
41*1
H
SS
2N BOT. PLATE W/ (2) 10d @ 6" O.C..
1 , .
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
/— ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
r-2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
LAP SHEATHING TO
NOTE:
BOTTOM OF BAND
\-SIMPSON HGAM 1 OKTA @ 12" O.C.
L-7- w/ (4) 1/4xl 1/2" SDS SCREWS
i
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL 1st 4 COURSES
SOLID W/GROUT
7
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR L
FURTHER [INSTRUCTIONS.
OVERHANA. �
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 314"TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
11-011 51-011
SH
SCALE: N.T.S.
A
#5 BAR
CENTERED W/
W
IN TOP E?
KNOCKOUT/ N
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
STANDARD
E?
11! �90r HOOK
#5 BAR IN
FILLED CELL
It 1.
L
Sk
"�' STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"4" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
(2) #5x6'IN CONC.
FILLED CELL
SAW CUT
SECTION
SCALE: N.T.S'.
-0
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CL_ CO
4-1 CO 0-1
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C',
(t 0
Q C111
0, 0
-
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470-
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F LO �k,
To the beat of the Enginser's 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 engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO 22-02371
SCALE AS NOTED
SHEET NO.
SS
CD
C�4
CN
CL
C'4
- - - - - - - - - - - - - - -
CROSS BRACING DETAIL (TYP)`_
SCALE: N.T.S.
TRUSS NOTES:
CONV. FRAMED RIDGE
1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0.,
O.C. MAXIMUM. & SHALL BE ATTACHED W/ (3) 12d
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER
NAILS AT EACH TRUSS INTERSECTION. CB-----
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DB-<�j
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
vv, W_
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED W/ (2)
SIMPSON HTS20 W/ (24) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
2X4 BLOCKING
BETWEEN EA. TRUSS
2X4 DIAGONAL AT 8'-0" O.C.
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----Z-WOOD TRUSS -J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: N.T.S.
EXTEND
SLAB 1 1/2"
(2) #5's CONT. T&B w/
#3 STIRRUPS AT 4'-0"
WHEN DEPTH
EXCEEDS 30"
GRADE
C14
PORCH SILL
SCALE: N.T.S.
DIAGONAL
AT 81-0-1
MAX
WOOD
TRUSS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2 (2) #7X 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W1 (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2X6 RAFTERS FOR SPANS 4FT TO 8FT
2X4 RAFTERS FOR SPANS LESS THAN
4 FT @ 2-4-0. C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO BEAM
2X4 CONT. AT--j CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SEE FLOOR PLAN
FOR BRG. OR
SEE PLAN FOR
REQ'D STAIR INFO.
NON-BRG. WALL
IF CONCRETE STAIRS
FORMED & POURED
W/ (1) #5 EACH STEP
X
(L
11.1
I - -4"
z U)
-
<
PORCHSLABSEE
FOUNDATION PLAN
LU
U.1
-Z
(2) #5's CONT. T&B
W
7 71
W1 #3 STIRRUPS AT
CN z
4'-0" WHEN DEPTH
EXCEEDS 30"
-LOWER
OR
GARAGE SLAB
SEE PLAN
LARGE
STEP
DOWNK�1�7
SCALE: N.T.S.
SCALE: N.T.S.
ROOF
SEE
SHEATHING
`E
PLAN �1 SHI
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
SPAN (EITHER �RUSSES
SIDE OR BOTH IF REQ'D) G.T
MAX 24 HIP
C.
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: N.T.S.
z
0
Ul
LU
WOOD POST. SEE FLR
CONNECTION __TSEE
PLAN FOR SIZE & BASE
P
LAN
EXTEND
SLAB 1 1/2"
(2) #5's CONT. T&B w/
01 #3 STIRRUPS AT 4'-0"
WHEN DEPTH
PORCH SLAB SEE
4 il EXCEEDS 30"
FOUNDATION PLAN
N z
Sir,
1'4"
ENTRY PORCH SILL K*71_4�
2
SCALE: N.T.S.
WOOD OR MASONRY ABOVE
MASONRY PIER SEE FLOOR PLAN
FOR COLUMN INFO WOOD OR MASONRY
ABOVE MASONRY
F-1
INTEGRATE M
KNEEWALL IN
MAIN HOUSE
REQUIRED
MASONRY KN
COURSES W/
W/ (1) #5 CONT
REQ'D @ MID
_�\_
ASONRY
TO CMU BASE OR
PIER SEE FLOOR
PER ELEVATION IF
PLAN FOR COLUMN
INFO
EE WALL MAX 3
TOP K.O. COURSE
CMU BASE W/ (1) #5
. FILLED CELL
VERTICAL EACH
SPAN MAX 6'-8"
CORNER FILLED
Ak MAX 3
SOLID. SEE ELEV.
COURSE
FOR BASE SIZE
(3) #5's EA. WAY -
8"
8"
SLAB
PORCH SLAB SEE
Ak
\qFLEVEL
FOUNDATION PLAN-
L
CONT 3 W
2 #5' T&B w/ K
�
.
SEE CUT t' 0.
STA
CONTRACTOR TO IN, I SECTION FOR #3 STIRRUPS AT 41-011
MIN 3" x 3" WEEP HOLE WHEN DEPTH
MORE INFO 'In.
ALONG W/ PITCHING SLAB EXCEEDS 30"
1'4"
TO DRAIN WATER
KNEEWALL OPT. (ELEV TO INDICATE)
MASONRY COLUMN
ENTRY PORCH SILL K"16
SCALE: N.T.S.
SIMPSON LSTA18
w/ (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
6d INTO HEADER & (6) -
3IMPSON HUC410 W/ (14)
Od INTO BEAM - SEE
�OOF PLAN FOR MORE
NFO
TOP COURSE TO
BE CHAIR BLOCKS.
ENTIRE BASE TO
BE FILLED SOLID
SEE ELEV. FOR
BLK HGT.
#5 REBAR CONT
@ SLAB LEVEL
EXTEND SLAB
1 1/2" BEYOND
BLOCK FACE
EXTEND
SLAB 1 1/2"
kSEE PLAN
FOR CAN N�
T
I I
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
A_ 1 _t
SCHEDULE/PLAN
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
S
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
EXTERIOR SHEATHING
ATTACHED PER
SEE ROOF PLAN
2X4 STUDS W/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE &
CONNECTION INFO.
AT BASE SEE J/S6 FO
SP1 W/ (10) 1 Od NAILS
R
MORE INFO.
2X4 BASE PLATE W/
S I M PSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION K�22�
SCALE: N.T.S.
COMMON BM. TO POST ATTACHMENT
4
SIMPSON (2) HTS20 W/ (1
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
TOP OF AM
- I
SEE PLAN FOR
CANT. IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
511
COMMON BM. ATTACHMENT
SCALE: N.T.S.
SCALE: N.T.S.
ivi
SIMPSON (2)
HTS20 W/ (14)
10d NAILS
TYP. U.N.O.
161
MIDDLE
BM. SPLICE OVER
CENTER OF POST
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
,9k VARIES W/
ROOF SLOPE
2X4 CONT. W/ (2)
NAILS EACH
16d COMMONS
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
r7
SCALE: N.T.S.
2X4 #2 SYP NAILER. NA
TO STUDS w/ (3) 16d @
EACH STUD - TOENAIL
EACH TRUSS TO
NAILER w/ (3) 1 Od
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
wl (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY w/
(3) ROWS OF 16d NAILS
AT 24" O.C.
ROOF AND EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
VERIFY FLOOR JOIST W/ RIM
BOARD OR FLOOR GABLE W/
FRAMING PLAN
SIMPSON LUS26 W/ (8) 1 Od
NAILS OR IF 2 PLY TRUSS
� SEE FLOOR FRAMING PLAN
SIMPSON LUS26-2 W/ (8) 16d
AND J/S6 FOR MORE INFO.
NAILS TO LEDGER VERIFY WITH PLAN FOR
R W/-
2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
(4) 16d NAILS ATTACH NAILS
(IF PARALLE SEE 2/D2 FOR
INTO END OF EACH FLOOR BLOCKING INFO)
TRUSS, 24" O.C. MAX. (AT EACH
SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
EACH SIDE) (TYPICAL)
SECTION AT LOW ROO
9
SCALE: 1/21, 1.
Y2" CDX PLYWOOD OR
SHEATHING REQ'D FR
OF WALL TO ROOF SH
ABOVE W/ 8d NAILS @
FIELD, EDGES & BOU�
SEE PLAN MAX.
24" STEPS
SEE PLAN FOR OPT.
STAIR INFO. IF
CONCRETE STAIRS
FORMED & POURED
W/ (1) #5 EACH STEP
7�7
COMMON TRUSS
W/ INTERIOR BRG.
SEE PLAN FOR
CONNECTIONS
INFO.
Z 0
'*4%EE PLAN
MIN. (2) 2x8 #2 SYP
DER. SEE Q/S4 FOR
:_Q'D CONNECTIONS
:4 #2 SPF STUDS @
O.C. W/ USP SPT22
BASE & SPT24 @
)P
2X4 #2 SYP P.T. PLATE W/
EPDXY ANCHOR OR
2"
ANCHOR @ 24" O.C. W/
J-BOLT OR XF TITEN HD
MIN. 6" EMBEDMENT
..x
4.11 A A
�4,
M
AIN HOUSE
4. 4:
. I SLAB
14r. A.
(2) #5'S CONT. T&B
W/
A #3 STIRRUPS AT
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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: 22-02371
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SHEEr NO.
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(MONO)
I 1--1 I I A I 1 11 � I'll 11111111IM111111 I I I 1�1111
— — — — — — — — — — — — — —
(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
IS INSTALLED).
SEE FOR
BLOCKING
DETAILS
FLOOR SYSTEM
SEE PLAN
J
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
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.
SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
JAMB STUD
SIMPSON SP2 w/ (12) 1 Od NAILS
2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP —7
SIMPSON LSTA24 w/(18) 10d NAILS
T-Y P k x4SPF
2-2
SIMPSON CS16 w/ MIN. 12"END
TOP PLATES
LENGTH ON STUDS W/ (11) 1 Od
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
C AT 16" O.C. U.N. 0.
SIMPSON SP1 w/ (10) 10d 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'
x
2 x SPF
EMBEDMENT PAST STEP.
BASE PLATE
S
VIBA2
�RE_ JEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
C m--�JB B SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
C FLOOR SYSTEM
EWALL OR
BEAM WALL) AT EACH STUD AT HEADER
JAMB CONDITION OR IF BUILT-UP
(72) - 2 x 4 SPF
STUDS ARE WIN WALL SYSTEM A.B. TO
Tol
TOP PLATES
BE SPACED W/IN 6" FROM OPENINGS
AND MULTIPLE STUD PACKS
NT
LE 2 X 4 #2 SPF STUDS 11
INTERIOR HEADER
AT 16" O.C. U.N.O. (2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
SEE PLAN
TYP
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
F
((�) 2 x 4 P.T.
OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
I D BASE PLATE
W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE
16" 1 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
SIMPSON LSTA30 w/ (22) 10d
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) 1 Od TOENAILS AT EACH
EXTERIOR HEADERS
END OF SILL (MAX. OPENING
(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) 1 Od x 1 1/2" EACH SIDE
BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 10d 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) 10d NAILS
END OF OPENING
CENTERED
NAILED TO STUD PACK
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 GABLE END FLOOR
TOENAILS 2 4 TRUSS SEE R/S6 FOR
TO TRUSS TO CONNECTION INFO TO
MASONRY WALL
A BELOW AND ALT.
BLOCKING INFO G)
1. APPLY SUB
to FLOOR
ADHESIVE TO
2x4 CONTACT
SURFACE 2x4 #2 BLOCKING
NOTE: VERIFY WITH FLOOR 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
8d NAILS @ 3" O.C. JOIST SEE PLAN
WALL SHEATHING (2) 12d TOE NAILS TOP
TO RIM BOARD & BOTT. CHORD
AJS BLOCKING PANEL @ 24"
GABLE END RIM JOIST— O.C. (MAX) AND @ EACH
END OF WALL UNDER
SEE R/S6 FOR CORNERS
CONNECTION INFO TO (2) - 1 Od TOE NAILS
MASONRY WALL EACH SIDE
BLOCKING DETAIL
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
(1) SIM PSON LSTA30 w/ (22) 10 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.
END OF HEADER SEE Q/S4 FOR //—EXTERIOR HEADERS
REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ SIMPSON LS30 w/ (6)
2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE
W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
IF OPENING IS GREATER THAN 4,
2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS
OPENING NAILED TO STUD
PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END.
PLYWOOD ATTACHED PER
TYPICAL BLOCK WALL-------,-,,- NAILING SCHEDULE
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM
TAPCONS PROVIDE BLOCKING
BELOW JAMBS
HEADER CONN. @ 2nd FLOOR
SYSTEM 42 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) 1 Od x 1 1/2" (USE SP6 FOR
1 Od 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 EAM 2X CONT. RIBBON
HEADER
CONN. @ 2nd
FLOOR
[DOUBLE STRAP] � �10
SYSTEM 42 SCALE: N.T.S.
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
(3) 2x # SPF
STUDS w/ 10d @
8" O.C. EACH SIE
U.N.O. ON PLAN
2X CONT. RIBBON -
TYPICAL BLOCK
WALL
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
1/4" TITENS
GIRDER/COL. CONN.
)R 2 PLY GIRDER
IkUSS. SEE PLAN FOR
)NNECTION.
:_E PLAN FOR CONN.
- 2x SPF TOP PLATE
FLOOR DECK
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
2nd FLOOR
SCALE: N.T.S.
PLAN FOR CONN.
SEE PLAN FOR
COL. SIZE
I.
I NAILING AREA (TYP.)
1/__(2) SIMPSON MST37
STRAPS w/ (42) 16d NAILS
FLOOR SYSTEM OR
2-STY. FRAMING
BAND JOIST& BLKG.
OR LVL GIRDER
(BLOCK SOLID)
SEE PLAN FOR
COL. SIZE
SIMPSON HTT4 w/ (18)
16d NAILS & 5/8"
ANCHOR BOLT w/
MIN. 6" EMBEDMENT
\L_�SEE FOUNDATION PLAN
FOR FTG. REQ.
2 STORY COL. @ GIRDER r7
SCALE: N.T.S.
2x4 STUDS
PER PLAN
DOUBLE 2x4
TOP PLATE
2 WS 10d @
3" 0/
PROVIDE 2x4 ON
TOP OF 2x8 TO
BLOCK OUT TOP Ile
PLATE ATTACH
W/ (2) 10d NAILS
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
STUDS
2x8 STUDS
PER PLAN
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
TOP SPLICE
Im
14
2x8 TOP
PLATE
2x4 W/ 2 ROWS
OF 10d NAILS
@ 3" O.C.
11
(1) SIMPSON LSTA30 w/ (22)
10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2"
PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8
FACE OF HEADER/STUDS FOR 2x8 WALL)
@ 24" O.C.
2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE
W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN
(2) 1 Od TOE NAILS AT EA.
INTERIOR HEADER
END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING WIDTH 4 FEET. EXTERIOR HEADERS
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)
10d x 1 1/2" CLIP EACH SIDE
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF
HEADER SEE Q/S4 FOR REQ'D, JAMB
2x CRIPPLE AT EA. INFO
END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od
NAILED TO STUD TO STUDS ABOVE PLATE
PACK w/ 1 Od NAILS F OOR DECK
@ 8"o.c.
SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN
WINDOW JAMB TO
FLOOR TRUSS/ SOLID
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
HEADER CONN. @ 2nd FLOOR
SCALE: N.T.S.
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
SEE INFO BELOW ON CONNECTIOI
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
(2) 2 x #2
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
att b I ANDARD HEADER
CONNECTION DETAILS FOR
MORE INFORMATION
SIMPSON SP6 w/ (6) 10d x
x
WALL) @ 24" O.C.
BOX HEADER
(2) 2x TOP PLATE
2x CRIPPLES @ 1611 O.C. wl
(2) SIMPSON LSTJ2 w/ (10) 10d
NAILS WRAPPED UP AND
OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT
� - h - TOP AND SIMPSON SP1 w/ (10) 10d
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 STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
(2) SIMPSON LSTA24 w/ (18) 10d NAI L (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 4-4- WIDE, SILL MAY BE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
(2)2xSILLPLATE
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,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition, Englneer's 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.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCKoM--\
'V BU C K
/-2) SEALANT JOINT
'..
N T F R
5) SEALANT FIR
4 OM
.'. INSIDE EDGE OF
WINDOW FRAME
FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
WINDOW BUCK
END To
AND EXTEND TO
-WINDOWFRAME
RY
MASONRY-----.
ATTACHED
PER CODE
D EA NT
6) TOOLED SEALANT
E S
REQUIREMENTS
RIDGING
BEAD BRIDGING
NG AN ND W
D WI 04
CLADDING AND WINDOW
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
STRUCTAIIATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1 . 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
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
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WEATHER
�E BARRIER &
IARILY SECURE
WOOD FRAME CONSTR.
EXTE R SELF -ADHERED FLASHIN
0
=R
SHE,�THING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER -
THRESHOLD OF DOOR AND RETURN
1
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING:
1
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
DOUBLE
JOIST
LWOOD BEAM
BELOW
A
Do'
Jol.
S41NGLE WOOD
JOIST LOV�
JOIST ZBE
SELF -ADHERED SELF -ADHERED
FLASHING FLASHING
Q
SELF -ADHERED FLASHING
DECK JOIST
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
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.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL BRAND OR EQUAL WEATHER EXTERIOR
within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
PROOF CAULKING CEMT. FIN.
SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.
WIRE TH 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
vvrl
SUBFLOOR 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 manufacturer's installation instructions, The No. 15 asphalt
RIM JOIST 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 mannerto meet the requirements of the exteriorwall 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 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.
SELF -ADHERED FLASHING a I
AN CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
Am 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 RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
FLASH:NG JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASH NG , SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
FLANGED WINDOW
(SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the
SCORED 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, ASTMC1281, 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:
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:
5 1.1 The fenestration manufacturers 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 are
4
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 subsequent
7 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
1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
INSIDE CORNER
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.
7 �4PER
<>
3.3.Under and at the ends of masonry, wood or metal copings and sills.
-7 Ground7
4.4. Conti n uously 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 -clutters.
:LF-ADHERED FLASHING
TCH
HERED FLASHING
2
4
5
I
FOUNDATION WEEP SCREED
2x FRAMEWALL
SELF -ADHERED FLASHING
STRIP OF SAF
PRODUCTS DETAILS TILE FINISH
DRAINAGE PLANE WRB
Cn I
I BOND BREAK WRB
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
1/2" DUROCK > I
PER THE FBC RESIDENTIAL 7TH EDITION (2020) !� I
SF LATH
1'4' PER PLAN
Detail Instructions WRAP DP WRB ONTO
V-0" PER PLAN �: !4 1
Refer to the number marked as # in each detail that corresponds to the e THE VERTICAL
SURFACE TO TOP OF
numbered items in the list Rinstructions below: FLANGE AS AN AIR
BARRIER
SLOPE 3-1/2" INCH FLANGE
1. Install self -adhered flashing in order as shown by numbers
81, CMU
2. Install flashing and weather resistive barrier to form water shedding
4" OR 8" CMU
laps �4
3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) >
Z Z
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT CL
embedded in the adhesive layer) - for ease of installation and to ct THIS GAP IS A RESULT OF
ILI Lu PLASTER STOP
minimize scoring cuts 4 CL NATURAL SHRINKAGE.
5. Remove all release paper per standard installation instructions and (0 DO NOT SEAL.
CONTINUOUS BACKER
0
adhere to substrate using a square piece of flashing material (6" x 6" 0 LU ROD & SEALANT
0 DRIP SCREED PLASTIC
W LLJ ACCESSORY
Minimu
SLOPED MUD BED Ix
6. Fold as shown by arrows 4 cr-
Lu LL1
7. Angle of corner may vary, adjust folding of the flashing accordingly to 3:
4 U)
0
VINYL SHOWER PAN
fit tight to corner -
U)
8. Mechanically fasten as necessary H
SHOWER SEAT
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
SHEATHING,'OSB', PLYWOOD, DENSGLASS �\--��\N
STRUCTURAL FRAMING
-,,-STRUCTURAL SHEATHING
__--STRIP OF SAF
DRAINAGE PLANE WRB
r-
BOND BREAK WRB
I
SF LATH
V
I
ER STOP
NUOUS BACKER ROD A
LANT
14TITIOUS FINISH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
FLASHING REQUIREMENTS
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 ASTIVIC 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
op,
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 ASTMC1 063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
toC-r)
C) t14,
�
CD
10 I,�
-0 C-A 0
CG 0 7��
CO
tp 0
['3
C-
0
0
0, 0
C14
To the best of the Engineers knowledge, Information,and belief,
the structural plans and spedficallons contained with n these
drawings comply with the 2020 Florida Building Code -
Residential 71h Edition. Engineees 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
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Mounting BraidWs (10 Gaugel
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See Anchor Schedule
solu
1t2`0ia.A32SGaIv.
(Typ.)
.01 A I A C -if Milk
Screws
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as /C Ur
Hurricoarle Strap
( W,
Typical: 3 In front)
13nit Cr:�uSu or
Frmo Cross Support
(May be cut to W)
Left Bracket (16 Gauge) #145elf-Drilling ScrewsThru Brackets&
Back Cross Support Into A/C Unit Bottom Side
(Typical: 3 ouln side for hurricane use)
Washer; /
Self -Locking Nuts
Sp�L6L'ai6UbWtlLM InUnKliAM aW P"UW With 6 HWIiL3M AU &�IM
R06W &A Dossionlissit
in "a apw
Back CrOSS Support
(May be cut to W)
Right Bracket (16 Gauge)
Florlds DePirtmort of Business & Professionel Regulation pen.1cri
Building Codes and Standards tznvmi
Product Approval Application Detell
RnMva
212 am
Dow, pollsoloo
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VKMW
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EnisfisaMR&I.Irtasso
VaddaWd Illif
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Compliert. Modiedi Evolurflien A port I -
Florida Registered Ardftocri or. 7weed Florida
Professional Engineer
AILA
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product Detonation
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Acastress! for Ussi Awfoyed
in HWHE 2dggLdm
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Claim
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amadva"I Mda 0154o510
Dual Function Flood and ventilation VWt
Y.
Y.
MIA
.100AID0
2
ar"tVionit Mrids: #1640-611
Dust Ftind. Flood and Vindintlort Va"t
12011=3
Yes
Y.
NA
.100AIDO
3
Smartitnout Mode 91540 520
ulated Flood Vanit
Z,31/2023
11
Yes
Y
MIA
I ODA 100
I
Shia ff~ Model 15" 1
ullitted Flow Vent
2031/2023
1:
MIA
.10DA100
11
rend~ Madeff:, 54Q,524
168qol; Gentile Door Flood Vann
12al/2023
Yes
Y.
MIA
IUA
6
andAftir me&: Ism 540,570
Wood wall insulated Flood Vat
1 213112123
yu
Yen
NiA
-10DA '.0
I
ShadVall Moda IM540,574
14.54mid: Games Door Flood Visit
I .,.C23
Yes
Yes
Nhk
WA
Fla Ads Departme nt of Buslrme & Professional Regulation
Building Codes and Standards
Product Approval Application DOW
Dim or go 20 DK. PA-ABW no
mm ximm smuts&= QMIM X= U_ kieligaillift xwdAg Submitted EWL&ND" Anamm aim
R".1" 2020 Dre"! Metals Mic' Jam &"rate Z P0051 Lack Bonticlon P.E. DS`1&?Q20 OWWM20 OW112020 10113IM20 Approwid
Cotagory:Rooling (502) 3,3,1511 PE-74021 (334) 300-18W
suitcar"Mr. Metal Roat
Complaints Molhod � aluattlOn FROW from A
Inorldle Recistimid Architect or . Licensed nodda
Professional Engineer
Qu2WvA�o Ausinind for Use Aawowdf�WUN kwm 92dm
Product Dersorlodon side, 11141111, minflu Out" Kim R.Wo.9 Istimmurs
ols" 100"at 0MC 150611, DIVIC 1755, Due 2008, 1W3112025 y" No MIA 101-140
.0 .
Florida Department of Business & Professional Regulation
Pants 2 ol 4
Building Codes and Standards
I r.'-W 2 2
Product Approval Application Detall
2ft
im Version
aluniftoturner
DODW Eno A License validated
validated livoriftbod
Approval
Approyed!
Stlailli
Rewbolort 2020
Thernno-Tru Corporation
Steve is"Orson Lyndon F. Schmidt. P I- Ryan I K E.
G0512071 12MV2020
0412M21
0510812021
Appirmad
0409W. Exterfor Opera
(600) 843-Mg PE43400 (at 3) 767=
5111loCitt"W. Swinging Eirlorior Dow Assemblies
sisape-411heirmat'. co
Compliance Outlined: Evaluation Report Fre. a
in
Florida Regiatered Architect or a Licensed Florida
Prolormlortal Engineer
OutilityAssurounths
Ationoinedfarlles Approy4idfatU"
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g1111111111A
Numbosorkame,
In HVNZ 21,1211111211.1;=
1111191.111111112
and Shoodt-ster
Nominal S&MA 11quotImpact5quiol; Opaque
12*1=
No
Year
Yea
WA
Composite Edge Fibeirgloss, Single Door
(InsWrIpOidswing: X 0ordiguration)
2
b. TherritaTru Flbsr�Classlc and Smooth.Star
NOTImlil 5803W.8 &4U0Qmp=d1,qL=I% Opaque
12131CM
red,
yes
Y"
NIA
Composite Edge Fiberglass, Single Dow with
Sidellials) Pramins/Outeving: XO, OXor OXO
rifigunithens)
3
c. Therrine-Tm Fiber-Clastatc and Smciodn,�
Nominal BILA39r.6 ilquatImpactlinquot. Opaque
12131=22
No
Y"
V"
WA
Composite Edge Fibomis" Double Door With or
without Sidelkes (inswingilOvanning: IV or O)VO
nrllo;;�o
A
d Therina-Tru Fibst-Claiduc and Smocith-Star
rju
Not al. liquot:ImpurAquot; Opaque
IW311=
NO
yes
Yons
WA
Composite Edge Fiberglass Sholis Door
(InsanWOutsvi4rigi X configuraborl)
5
0, Thamrm�Tnr Flbor-Classic and Smooth-Suir
Nominal a&X39r,0 11iluotimpactilq^ Opaque
12f31/20Z2
NO
Yes
Y"
WA
Composite Edge FIlsorglaso Single Door with
Board.(.) IinawrionOulaining. XO, OX or OXO
c'n'QU,Wc"")
a
f Thenro-Tru FIber-Ossmic and Smooth -Star
Nominal SLM0 IlAtiotImpactliquot; Opaque
i2t3V2=
No
you
Yes
WA
Comporaft Edge, Fiberglass Double Door wth or
without Sidelleas (InewArglOultavlMir: XX Or OXXO
cofifigurothons)
I
g. Thentrus-Tru Flber�Clsddslc and Smoctl -Star
Nominal SSA3s8 licluotinipscUliquot 0142W
112WI=
No
Yale
Yes
N/A
Corriposita Edge Fibergives, Skvlv Door
(Inanninigroulaw-gi X conligunabon)
a
h. Thaffrm,rnii FlisorClosslo and Stinnoth-Star
Nominal 8114KII11:11 41,quotimpactilqual; Glazed
121311=2
NO
Yea
Yes.
N;A
Composite Edge Fibiletalass Share Door vnth
Sidefte(s) omeningifoutswing: XO, oxor OXO
configurafions)
0
1 Thormat-Tru Fibor-Closarc and! Smooth-Ster
Nominal S&M.8 l4quotimpac%quot Glazed
12)3112=
No
Year
Y94
WA
Composite Edge Fiberglass Double Door wort or
without Sidelites i1nowino/Ourbeformw )0(or O)Q(O
confligurartions)
10
J Thotrins-Trui Froor-08"Ic " Smiocifti-S.,
Nominal S6Ar3s0 Lquot;ImpactlLiquot; Glazed
11201f=
NO
Yon
Yes
NIA
Composite Edge Fiberglass Shoo Door
X oonliguration)
11
k. Thermo-Tru FlinstZrossic and Smooilh.Star
Nominal U#XtO "l inpooMquot; Glazed
1l2r31a022
NO
Yes
yes
NIA
Composite E49 FIWVINU sholo Door Win
S"Itti(s) OnominsfOutinting; XO, QXor OXO
configuration*)
12
1. Thernism-Trui Flbsr�,Maslc and Smmth-Ser
Nominal UO3WO llquotl nMCMQUOt GIUW
112MV2022
No
Yes
yes
NIA
Composite Edge Fiberglass Double Door wth or
without Sidefites, OnswroADubmaW XX of OXXO
configurertiortril
13
in Themnse-Trul FIbet-Classlo and Smooth -Stor
Nominal S&M.6 Gluod Molded
t2t3l=
No
Yors,
Yeas
WA
Open Composite Edge Fiberglass Single Door
0 ninning(Oullrewing; X conflounstion)
14
n. Thsr�Tnu Ftbor-Cligissic and Smooth-Scir
Nornln&l a&VMa liquimlitiputtiquot Glazed Molded
112131=2
NO
yes
Yoe
WA
0 Poona Edge Flb&MlsnSl IOD=vAth
G=Idtd Open $1dallursi) (I nvlvouterwtng�
XO, OX or OXO corifiguniti.n.)
15
o The-Tru FibetfClassue and Smooth-Mor
Nannlhol 6&M.8 ildructimlidictSquot; Glazed Molded
12131rl=
No
Yes
Yes,
WA
Open Composite Edge Fiberolon Double Door with
of without Glued Molded Open Sidelhara
(I ropininglOvIlirwhig XX or O= oonligurlstions)
Is
p The-% F,beCkw. and Smoothao,
Nominal allill
12WOOZ!
No
Yes,
Yes,
MIA
Composite Edge F, load
Open Sidelite(s) Onswing/Outroing: XO, OX of OXO
configurations)
17
q ThernesTru Fiber4lossho and Smooth fter
Nominal Opaque
i2131=
No
yes
Y"
K/A
tigi=uot;
=68F� Is Door With or
=mzod Melded Open Sidellmor
(Inawronoultswing: XX or OXXO co"grurabors)
Florida Deparbrort of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Dealt
Par I oft
IN=
raft 2" 2" gogiam m
Moos VWMW senumetiff's carted =&-ohas vaiwKqd a, mtow mLbmad F&C AMEOV21 Approved fib"
FWAVIon ZD29 PGTIM.Wisal Jim. Rosicinshi toacco. ER Misrini-Disdo RCCO -VAL IIAOM20 ioaww2g 11124%20 Approwid
careqw. Euinior Doon, (941) 48"100 t?AS)3I""o
Subcategory; Mkirg Exhirlor Door Assemble. Irce-frispolindussfies c
Compliarrics Method: CWIN.Gbw Merh Or UdIng
Luwlaaawm
QLigkv ANSWWM AROMvd for Use Aloorsivedfortme twm 2wm
a- March, of Maine rlogaa!�� CA, in HMHZ ouldidle, MvKZ Resident &mum
70 (LOW MINIM Impact) Vinyl Spoing cu.. 0- Yes Yes Y. MIA
January 27, 2022
PRODUCT APPROVAL SPECIFICATION SHEET (2o22)
A s required by Florida Statute 553.842 and F lodda Adm Inistrative Code 913-72, please pro4de the Inibrim ation and approval num bers on the building c om ponents listed below If
they will be utilized on the construction project for which you are applying I& a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
m
1. EXTERIOR DOORS
-
I
A. SWINGING
Therm aTru
k
Fiber -Classic and Smooth -Star (NON4MPACT)
FL20461.1
�C7 n1__r_7 n -F
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star OMPACT)
FL20468
+67.0/-67.0 psf
12/3112022
Therm 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 - FLI 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. SEC71ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne-Dafton
Series 8000/8100/8200 #1123 (16X7)
F L8248. 10
+30.0/-33.5 psf
12/31/2023
Wayne-Dafton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries DhAslon of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FLI 1537.1
N/A (see inst sht)
12/3112025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
NIA
7/3012025
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
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
NIA
4/30/2025
D. MULLION
MI Windows and Doors
Series 5764
F L1 5353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
NIA
5/26/2026
E. OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardieiPlank Lap Siding
F Ll 3192.1 - FL1 3192.2
A. SIDING
NtA
12/3112023
B. SOFFITS
Alside
Solid and Vented Vinyl Solt
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-U.2 psf
7/30/2023
C. OTHER
4. ROOFING PRODUCTS
A. AS P HA LT S HINGLE S
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328
NIA
6/2912023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
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
12110/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
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
Gahanized Steel Storm Panels
F Ll 5076.1 - FL1 5076.2
N/A
12/31/2022
All American Shutters & Glass
Galyanized Steel Storm Panels
F Ll 7869.1
NIA
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F L1 999.1 - FL1 999.4
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
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
F Ll 58.1
NtA
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
TL1774
NIA
5/25(2024
1
1
The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be
ayallable to the inspector on the jobsite, 1) copy of the product approwl, 2)
APPLICANT SIGNATURE DATE
Florida Department of Business& Professional Regulation Page I d 3
Building Codes and Standards 10022
Product Approval Application DOW
AIR 20
nnt*P�Wdina
na Version
Manufaclum
Contact Validated
by
Validated Subpoillied
PSC Ablunivel
Apmved
sm
Revision 2020
Therma-Tru Corporation
Stan, Jaspornson Lyndon F. Schmill, P 11 Ryan J King, P.E.
07rrJ2= 0 7A 21=0
U7r2Q=0
10MV2020
App,cn,isd
category. E"orior Doors,
(800) 843-78A PE-43409 (813)757455%
8:1 Door Assemblies
slaspentanothannothloo
C Reporitrom
Florida PAgIgmed Architect Of 2 Licensed FOIL
L-.Lggadmm
Professional Einglmosir
or Name
Prachnot DOMMotion
AonraVadftrU=
In "If Outside
HYM
ARM
moviount
2AM
PMOUM
I
=M.nlilumbor
bar-Ciessic and Smooth -Star
Nominal U#39,8 lliquot;lmpsctliquo� Opaque,
12131 r2=
Yes
Yes
Yes
NFA
Composite Edge Fitsingloss, Single Door
(InanningtO.tiamrill; X cenflounititril
2
b. Therstro-Tru Fibar-Ctassic and Smoath-Star
Nom�lts 0
12J31=
Yes
ves
year
WA
Com = �Fbongiwrrs
loomi (E
conflourallonsit
3
c, Thormes-Tru Fiw-Clawic and Small
Nominal"#*$ Iliquot.Impact4quol; Opaque
lwia=
Yers
YOR.
Yale
WA
Composite Edge Fiberglass Double Door wb or
without Seats" (IrdinAnglOutivol"; XX or OXXO
configurations)
4
d. The"-TrU RWCIMSSIC and Srrsoollh�Stllr
Nominal 81101059,0 Iliquot;ImpactrAluot Opaque
12131r=
Yea
Yes
Y"
WA
Composite Edge Fiberglass Single Door
Onerving/Oubinnna; X configuration)
5
a Tharrins-Tiv Fibor-Clossic end Smooth-Stsir
Nominal 8&NW.0 116cluotinipublIquat Opisq-
1 V31 r=
Yes
Y-
Yes,
NfA
Co teE a rollues, S%* Door with
a= (0) ilrZZbMMvg, , OX or OXO
configurations)
a
f Thertna-Trul FlIbandlasulk, and Smooth.Stor
NommolUoralst) P".:1
�l
17J31/2022
yes
visa
Y"
NIA
114011=2:1.10
Com F or
Wth inewinorOutirwing: XX or O)OCO
a. no
T
g Thermo-Tru Filber-Classic and SmoaM4ftr
NominglOU"S SAguccImpactilquotGluad
IWIQ022
Yoe
Yes,
Y"
WA
C, POWN, Edge Fiberglass Single Door
insiNing/Oulswing; X configuration)
8
h, Thersill Filber-Chistru. and St. "tar
N minal UMS biquictlitipactilquot Glazed
12/31 rM22
Yers
yes
yes
WA
g� mponpim Edge, Fibinglava Single Door with
Sidolitilis) (Inswingloubiwing;X0, OX or OXO
conflou )
9
i. Tharms-Tru Fibw-CW"c and Sincioth-Star
Nomin 1=8 114quictimpalobliquot Glazed
12131 r=
Yes
Yes,
Yei
WA
Composite Edge Flostrosin Dou III* Door with or
without Sicion" (theinihig/Oubrimrig; XX of OXXO
confloursdons)
10
1 Thonno-Tru Fiber-CW"c and Smocith-Sw
Nominal s&M,0 Aquotimpactilquot Glazed
12/3V2022
Yea
yes
Y"
WA
Composite Edge Fibergil at Single Door
(In"no(Ourtemong; X cozifirtori)
I I
It. Therme-Trui Fiber -Classic and Smirrahs.Star
Nominal 611031 SclucOmpactIlIquot G3uod
12mir2m
yes
Yes,
Y"
VA
Composite Edge Fiberglass Single Door with
Sidditur(a) onstivinglOutirwing: XO, OX or OXO
confl unstions)
9
12
1. Themse-Tru Fiber-Clooroo and Smooth -Shur
Mom trial 8',1) lisruckImpactilquot Glazedl
12131Q=
Y"
Y"
Y"
WA
Composite Edge FItedown, 6 Door with or
without Sicislifies hsg� XX or =0
l'hvw'W.'=1
oarr6gurations)
13
Mr Thaftyle-Tru Fiber-CM"C 2nd Smooth-SUrr
Nominal "#W,$ ii6quotimpactillquol; Opaque
12)31r=
Y"
y"
Y"
WA
Composite Edge Flooroshim SIngle Door with
SiquatNors-Impardilliquol: Siclollbal
(InominalOurtirwirv. XO, OX or OXO configurations)
14
m Thermo.Tru Rbisr-Clossic and Smoo"bir
Nominal 6&OWS aquotimpectilqual; Oposque
1VW2022
Y"
yes
Y"
WA
Composite Ecigis Fiberglass Dou Ills Door with
ii6quotlition-Impact9quot: Sidoluest (Inswing/Oussitilne;
0)0(0 configuration)
15
o, Therma-Tru Fiber-Claosic and Smoulth-Star
Nominal 6&#WQ ftumlmpoctllquo� Opaque
1 W31 rm
Yes,
yes
yes
WA
Fiberglass SIngto Door with
Zm=0Edo*
Impsorliquot; Sidelibil(s)
0 nommigroutowing; XO, OX or OXO confill unstions)
15
p Therms-Tru Rber-Clossic and smoolort-St2r
Nominal UXW.O Squot;Impectiliqual; Opaque
I V 3 1 r2
Y"
Yed,
Y"
WA
Composite Edge Fiberglass Ow Die Door with
&quoi; Nors-Inspeolliquot; Sidelfts (I nonargiOurminIng;
0 00011figlArStitifil
17
q Theirma-Tru F.bor-Ck .. i. and Smooth-Slar
N-IrMl6&OW,88qotNo.-Imp-Mq-I, Opisquis
lml/=
Y_
Yale,
No
NVA
Composite Edge Fibefro at Single Door
(InvinfrogNummining; X co=-rdon)
Is
r Thormst-T. Fiber-Clusuc and Shoot' -Star
Nominal 6II10M.8 8quotirlon-Impoolfiquot, Opaque
12131 r=
Yor,
Yes
No
WA
Composite Edge Fiberglass Single, Door with
adeltissiall ongwinvoulsivising; XO. OX a OXO
configure'll )
19
a, ThwmreJru Firer-Cladoic and Smooth -Star
Nominal =;S 116quotflon-ImptiolAquot� Opaque
12/31 r1m
Yea
Yes
No
NVA
Composite Edge FlIbarglow, Cqu olis Door Wth or
without akwHa (Inowivoutswrog: XX or OXXO
conrouratione,
20
t T sin., Tnu FibeClorduc and Smooth -Star
Nominal 8&0*.0 8quotition-ImpectNquot, Opaque
I?J3112M
Y"
Yes
No
WA
Composite Edge Fiberglass Single Door
(InswingrOuminnng %. t;Illquok
21
u. Thersho-Tiv Friber-Clossic and SmDoth-Star
Nominal StioliV.0 =Non-mIm Opaque
12131 r2=
Y"
Y"
No
N(A
Composite Edge Fiberglass Single Door with
Sidelitin(s) linavinginOutswena; XO, OX or OXO
connourallono
22
Y. The-T. Filb-Climisi-rid 8-th4Ar
Nominal Basal IliquotKion. Impocilli"ot Opaq�
12t3l
Yeat
Yea
No
NIA
Composite Edge Fibstromas Double Door vAth or
without SIdefitor; (InvininglOutswing; )O(or OXXO
wriffigurations)
23
ThwmwTN Filbor-Clarah; and Smooth-Slar
Nominal O&MA &quQtNon. Impacilliquot Glazod
1213112=
YOR,
Yes
No
NIA
Com =R� L1-Sw%1.*,Dcor
0 n.=
24
Thfamna-Tru Fiber-Classec and Smooth -Star
Nominal 68dM.8 iliquothion. Impw6quot, Glued
12131/2=
Y"
Your
No
WA
compos"ViMef=lm S Door with
Sidellse(s) OX a OXO
ne,
ODft%UfgbCMS)
26
y. Therma.Tnt Fiber.0sumic and Smoollf.Star
Nominal BRAVA &quorNon- ImpacillaIliot Glazed
12131r=
yes
Yes
No
NIA
Composite ENO Fiberglass Double Door Win or
Wthout Skisiltm (Inissining/Oulawing, XX a OXXO
-1
26
z. Themns-Tru Fibe,Clsomic and Smoolith.5hir
NZZU.1.71=1 :0 &q u at Nor. lr*oct&q u rit; GI at oil
12ralr=
Yos
Yed,
No
WA
Composluss Edge FI bwglg" Singht Door
(InswingiOutswing; Xoodgundion)
27
Therme-Tru Fiber Classic and Smooth Stor
Nominal SU39:0 Squat:Non IrroW" Glared
l2f31I2=
Y"
Y"
No
WA
C'mposft Edge F!"fiess Single, Door w0h
Sudolwo) Qnsininoo'neinning, XO. OX or OXO
configuratornst
26
A. Thimme-Tru Fil:,or-Clainic; " Smooth -Star
Nominal 8',0 SquotNon, IrripecrAquot; Glued
12/31re=
Y_
Yes
No
NIA
Composite, Edge, R to Door win or
without Sdolitas 0==01, )0(or 0)0(0
configurations)
go&
mm ximm
manamux
R@14ow 2020
All Alindoes and Doess
Covigarr. Exterior Do"
O.bCeoprr. String EKWW Door AU*nbbl
Compliance Motto& Evolualion Report rem a
Florida Registered Architect we Urivived Florida
Z,LMUUAA*OdL,?A
prohirissonal Engine.
Mnba or Harom
UMINUM SW
2
SPRIES 420 ALUMINUM SW
3
SERIES 420 ALUMINUM SG13 REINFORCED
4
SERIES 420 ALUMINUM SGO REINFORCED
5
SERIES 420 ALUMINUM WD RMNPONCED
Florlde Depedrinerst of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Fired I or 2
i6wl
smity or
"It an
Dout Pmdm
am
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Bremetursper We Rotento Lantra
shnneft ht Urich. PE
i0006fM2D 100011KID20
10AN2020
12/1612020
Apprenid
4717) 365-3300 P5,112514
(717)31r.6454
bishingoillinOwd-
Prodleg DiecriMan
anwitv Amtona
contract N"BdW Did#
Atiffifffillot U16 Aoffond
in WdKZ OUIBK*-HM
to Use
kwm
Rdabmt
postal
Pressure
SER ES 420 ALU MINUM SOD 0X0
1213112024
No
Yog
No
NIA
145-31"ItUalxMqUot: NON�RVNFOIRCED
IE
SERIES 420ALUMINUMBOD OX X0.XK
121311=24
No
Y.
No
WA
96L�at;x8C&Wgt 110"SINFORCED
SERIES 420 ALUMINUM SGD REINFORCeD CX0
12011=24
No
No
WA
145-3/4&quci�e�u ,
41ERIES 420 ALUMINUM 800, REINFORCED CK
17J31112024
No
Yes
No
WA
X0. XX 95liquot;d9uquot
SERIES 420 ALUMINUM WD REINFORCED X)O(
12/3112024
No
TO,
No
MIA
143&qM;.&S&qL,O:
Florida Deparifterill of Business & Professional Rarquistlon
Building Codes and Standards
Product Approval Application Dertall
stir I ofll
1111=1
Gob
mnabit
all allill
Dimiumn
2014
za Voinslart
Manutistourar
vaildmod Jull"
FSC AMMM
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Jointly P A"""'* "'I I WI 2/2D20 DWOM20
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Capts son
(321070"121 PE.5t?37
(904) 821-5200
catiview Srhor. Orion,
dkolnishilowsyme-deften.c
SubCalligair, Sectional Warrior Door Assemblies
on,
Cornallonsat Method: linluoilm R Pad from 0
F1040 Registered ArchRO61 Or I U:Msed Fields
Professional Engineer
it"
Model. lammwm N�
Pro&& Descriparx,
20SLAUMUM
91 In MWE outdo
koala
Redgmt
Rim
prooneurs
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12131=3 140
Yet
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4DI QOA35.00
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Y.1
�30.001-33.30
it"Millible In top or lnt","Ifdo slidlon.
11
6000MI0042DO 01124
166,109: Ma Van. l4M9,, MU height Goang
12131(2023 No
yes
Yes
-34.40A36.30
onfelabli, In top or ht~Wo section.
Florkla Depaturthriont of Business if Professional Requisition reeslarl
Bullcling Codes and Stiondards, larml
Product Approval Application Detail
gloat Inills, N 211lit au Coss, Pmd- Role!
mm Iliagags"i" Valkistod glamm faGAOWRIA huEnm adu
Rehision 2020 Cranes Chosen ofAADG. Im. Tom R11my UL LLC Troy Bishop. VE 12JIW= I M 112020 '12,21=20 ApPrond
Calts"r. @61460F DWO (954) 94T-M
"Caloolorf. Eine"or DW Components duryouseefuloy.c.
Compliouto U.Moct Codification VArK of Lialing in
Anadvilm,
QWftv Asau AcorandforUst Almond For Use Impact Doslon
niffirs In HVHZ oubild. HUME AgAbliala P,-,
11L'7N`end 64T Single and pairs as rluh. OWW. and Louvered single and Pairs or 12Y3112025 Y. Yen yen N/A
Dom holes, moral it*" -
Florida Deparlorrient of Business & Professional Regulation pags I of
Building Codes and Standards
Product Approval Application Detail
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Number or I= Froduct Commotion contend Mandlon, Ilish, In HvKZ Quisich, HVHM ltmwam Issessuris
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SHEET NO.
PA 1.0
Florida Department of Business & Profemionall Regulation
page 6 of 9
Building Codes and Standards
If25022
Product Approval Appilcallon DoUll
Entity or
29t 29t
Date Pendina
2111
Lm versions
litaglMlIgULM
QUM Enaljnmr& License Validated By
)Nlitilgo MMM
PRO Ammyed
Approved
Revision 20Z)
Thsirms�Tm Corporation
Sbwe J-p-n Lyndam F. ZohmiA P. E Fly� J_ King P.E
I(IM741" 091186=1
lar13=1
12J1 BMW
Appi-ed
Cal"Ory. Exterior Doonp
(800) 843.7M PE4114100 (513) 70746%
SubCdWry., 41holroping Mdarior Door Aoswribil"
gjaspersomedisormovu.co
GOMPI[Not Method: Evaluation Revortfrem a
on
Florkia Registered Amhokeot or a Uconsod Florida
giammALMR*Mb
Professional Engineer
au
or am*
allW4UM=
Product D"cription contract I!Xpinmn Dift
AMMOUKUM AMMMLMLM
In mvmz Outside
Hym
IMM
Roshftrd
RIM
Pressure
I
a Therrr*Tru Fiber-Cleatic and Smooth -Star
Nominal 611M.11 SquotNon-I 6quat opaque 121311=
NO
YcIs
No
N/A
Composite Edge Fiberglass single Dow
(Inew tsvIing: X configuration)
2
b. Therrr*,Tru Rldw-Cleasic and Smooth -Star
N*mIr1rdftMft,9 Opaque 1213112022
No
Yea
No
WA
Composite Edge Fiberglaw Dow VAth
Sidefine(t) Pm*%4mgIOu*--Angl!1)19'OX or OXO
nZou" I
:M:S
a
e Thormin.7 m F ber-Classle and Smooth4ite r
Nominal &qU*Nom.ln"cgkpiat, Opaque lzr3lr2m
No
Yes
No
WA
Fiberglass Compwft Edge Double Door Win Or
wthout Sidesit" (I rowengioutowns; XK or Q)=
configurations)
4
d Therms,Tm Filder-Chissic and S cod -Star
Nominal 76011*0 Aquot Non-Impacisquot'. Opaque i2f3l/=
No
Yoe
No
NIA
Composite Edge Fiberglass Single Dow
(InvolrigiOutshying; XconfligunIUM)
5
a Themis-Trul IFIber-Classic and Smooth-Slau
Nominal T&M,0 8quatislon-Impactliquot Opaque I 201=22
No
Yes
No
NIA
Composite Edge riberglaw Single Dow with
Sloalla(d) 0M*�AngVOut1Wm9; XO. OX or OXO
configurallons)
8 U Therma-Tru F-11ow-Clossic and Soncoth-Ster
Nornhal 8&838;0 Scluctision-Impodficluot; Opaque
1Z131Q=
No
Yes
No
NIA
Composition Edge Fiberglass Single Door
(limilowneliOulaving; X configuration)
7 g, Thorms-Tru Filow-Classic; and Ornooth-Star
Nominel $AM;Q"NonlmPPc%euok Opaque
1213112=
No
yes
No
NIA
Composite E490 Filoortilm Single Door YoRh
Sidefte(s) OnsoningilhOuNwrog: XO. OX or OKO
8 h Thermo-Tru Filder-Clussic and Sm000th-Star
�=;0&quct14*rlmpsddquck Opaque
121311=
No
Yes
No
NiA
Composite Edge Fild"Imes, Double Dow Wth or
VAh" 6166ifte (howmigioutemns; xx or OXXO
cdomfigunifflons)
0 1. Therma-Trut Flider-Clialsoc and Smooth,%ar
Nornhal 06030:8 "Non-Imp*qAquot. Glazed!
Iwim=
No
yes
No
N/A
Cornpoolibe Edge Flipwalvin Single Door
anow"afounswong; X configuration)
10 Therma-Tru Fiber.Classic and Smooth -Star
Nominal 89M.6selootNon-impoicaquot; Cuckoo
1213112=
No
Y84
No
NIA
C4DMp,*W Edge Fibmirglikein Single Door vAh
Sidelfte(s) (Inawrigg)LAff."; XO, OX a OXO
configurations)
11 k Therroma-Trii Filder-Chasaic and Samilh-Star
Nominal O&W9.66quotNon,Impedbliquot, Glazed
121311=
No
yes
No
NIA
CompowAs Edge Fiberglass Double Door Wth or
Wilioun adollbes (InvoomigioutesAing: XX or OXXO
configurations)
12 1, Therma-Tru Fildor-Classio and Smooth-Stor
Norrinsill ?&M;04quot;NorlmPadAqvo1; Glazool
12131r.N=
No
Yes
No
NA
Compaction Edge F"Ilmons Single Door
anorMngfOunkyriong; Xoonfiguration)
13 on Tb--T. Fib.,Zko". and 3-th-Q.,
N-im.1 7&WA;O &q..I;N�Irnpodlsquot GlanAd
1z9IP=
No
Yea
No
NIA
Composite Edge Fiberglass Single Door Wth
Sidelftele) (InswrolOutmoing: XO, OX or OXO
configuartions)
14 n Thamrs-Tru Flbw.C*=Ic and Smooflo-Stor
:04ocluothlorlinputliquot Men"
128112=
No
Yes
No
NIA
Compowlie Edge FlbWo� Single Door
"Wnwoutirwing; X configuration)
15 o. Thermse-Tru Fiber-Cassic and Smooth -Star
N=hW O&M;0iliquothl-Impactecluot, Glared
1=1=
No
Y"
No
NIA
Composite Edge FtWohmSinale Door win
Sidelite(s) PirsolimelDutwoomir XO, OX or OXO
conlourstional
15 p. Therma-Tru Flber-Chosek: and Srnoolh-Ster
Norrhal SAMU;D"No�Imp"quot, Glazed
1=112022
No
Yea
No
NiA
Composite Edge Faneognaft Double Door Wth or
wthourt Sidelitems (I mworinalOutrotio,00(or QUO
writatirsolons)
17 q. Therme-Tru Fibar-Classio arid Smooll -Star
NonninW UNKS45oluctNon4moodiliqu* Opaque
121311=
No
Yea
No
NIA
Composite Edge FlIciffUlass Single Door with
Transom (InsvoinqKkAruAng; OiXoontopiration)
Is I. Thormint-Tru Fiber-Chimak; and Somoutio-Star
Normhull OSM:8 4ilquatNon-Impectaquot Opaque
i?jslr=
No
Yea
No
MIA
r. " also-ft
SWelde(s) and Transom (IrecoorillOui-ming: OIXO,
OIOX or O1OXO eorglgumftra)
19 9 Thrrma.Tru Fitoo-Classio and $nnocith-Star
Nominal SAM;$ 4quatNon-impoodliquot Opaque
I =11/=
No
Yes
NO
NIA
Composite Edge Fiberglass Single Dow voth
S1d6W.) frisiMnglOutialm9i XO. OX or OXO
Ccinkinuous Head end Oil corolligurallons)
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For direct Inks to all SST approvift Rated below, CLICK HERF
Updated 1ZIAr2m
Simpson Strong -Tie 2020 FBC Approved Products
For direct Inks to all SOT approvals listed below, CLICK HERIL
Updated 1240MO
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F direct Iriksteall SST approvalsisted below, CLICK HERE
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Fat additional Information regarding Floridas eltalowido Produrct Approval System and Marril-Vade County
Notice of Acoeptance (NOA). QAO_U=�
Fa addtionfil Information regarding FlOrldos Stalowide Product Approval System and MOM -Dads County
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Notice ofAomptance IN _A). QWGIS HgR
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FLI11110446-RI!
FLA11,10466-ItS
11
HUS, HUSC series hangers
Face-mOunt hoingers available In widths, rangIngfrom 1-5/r to 3.
=3 CU
-M Cl)
Qf1O" and heights ranging from "16'to 11". Concealed flange
-0 0
A2&9
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22"
Product Description
JV"
Product Model. Number or Name
Pmduct Descriation
version (H USC) available for models having width equal to or
0 0
I
Titan Slainloss Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Traln stainless steel masonry screw
I
A2 1. A23, A33. AM. A36, A44
Angles
1
ST,BTB.BTH
Brick Ties
greater then 3-9/16",
1.- -
0
= CL)
2
APA21, APA4, APAO, APVA21, APVA4, APVAS
Outdoor Accents Angles
2
CMST12. CMSIT14, CMSTCIO
Coiled Steps
12
IU S series hangers
Face-mourrit hangers available in widths ranging from 1-7/8'to 3.
0-
3
APS44, APS44R, APV8SO, APSWR, APBSO, APS88R, AP131010, APE31010R, APVB44,
Outdoor Accents Post Bases
3
CS14. CS16. CS18. CS20, CS22
Coiled Straps
5/8" and heights ranging from 9-1/4" to 16'.
0
LL
FLNONO-Re
APVB44R, APVS8S. APVB66R, APVBS8, APVB8SR, APVB101 0, APVBI01 DR
4
CSHP18, CSHP20
Coiled Straps
13
LOUS.25-SOS, LGU3.83.SDS, LOUS.25-SOS
Face -mount hangers
IM :=
,_ M
4
APDJT2A, APDJT2R-4, APDJT2-6, APDJT2R-O, AFYVDJT2A, APVDJT2R4, APVDJT2-e,
Outdoor Accents Dock Jost Ties
5
CTS21 8
CompressiontTeirsion Strap
14
LU24, LU26, LU213, LU210
Face -mount hangwe
CU
0 >
JAU
Product Model, Number or Naing
Product Description
APVDJT2R-8
6
DaP, SSP, TSP
Stud to Plate to
15
LU026Z. LUC21 07
Face -mount hangers
E
1
SDI 01 12DBB
Outdoor Accents Connoctcr Screw
5
APHH46, APHH48R, APHH610, APHHOIOR
Outdoor Accents Heavy Hanger
7
HI, H10A, H2.6A. HS, HO. H7Z, HIO, H16S, H15-2, H1e.2S
HurricanoTies
is
LUS series hangars
Faoo-mount hangers available in widths ranging from 11-911OP'to 4-
Clip) a) L_
2
SDQI 12. SD0212, SDI 0112, SOI 0212
Strong-Drivie SO Connector Screw
6
API-4, APL8, APT4, APTS, APVL4, APVLO, APVT4, APVTO
Outdoor Accents L and T Searn-to-CWumn Ties
8
HGT-2, HOT .4
.3, HOT
Heavy Girder Tiedown
5/8" and heights ranging from 3" to 10-15MC'.
Cl)
M
3
SD9I 12SS. SDO212SS
Slorg-Drive 60 Connector SS Screw
7
APLH24, APLH24R. APLH26, APLH2eR, APLH210, APLH21OR
Outdoor Acoonits Light Hangers
9
HS24
HurrIcansTis
17
MCU3.03-SDS, MGU5.26-SDS. MGU5.60-SDS, MGU5.S2-SDS, MGU7.00-SDS
Face -mount hangers
"o
CU
_11-0
4
SDCF22434, SDCF22512, SDCF22014, SDCF2270D, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDSI.5. HSS2.2.SDS3, HSS2.3-8083, HSS4-SDS3
Heavy Stud Shoo
IS
MIU Was hangers
Face-maint hangers available In Wdths ranging from 1.9116"to 5.
SDCF221 134. SDCF221334, SDCF271 WS, SE)CF272356
9
CBT2Z. CBT4Z
Concealed Beam Tes
11
HST2, HST3; HST5, HSTO
Straight Straps
Its" and heights ranging from 6-`15116'to
5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912. Strong -Drive SDCP Tirnber-CP Screw
10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties
12 HTS16. HTS20. HTS24, HTS28, HTS30, HTS30C Hsavy Twist Strap
19 MUS20, MUS28 Foos -mount hangers
SDCP221100, SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTS01 OKTZ. HTS020KTZ
Heavy Twist Strap
20
SUR, SUL. SURC, SULC series hangers
61cerwed face -mount hangers available in widths ranging from I -
6
SOHR27400, SDHR27614, SDHR31400, SDHR31614
Strong -Drive SDHR Combo-He2d Screw
12
DS
Dry Wall Stop
14
UFTA
Light Floor Tie Anchor
9/18" to, 341 S"and heights ranging from 3-111 &'to 1 "/4".
7
SDS25112� SDS25134, SDS26200, SDS25212. SDS25300, SDS25312, SDS25412.
Strong-Orive SIDS Heavy -Duty Connector Screw
13
FC4. FCS
Framing Clips
15
LSTA9. LETAI 2. LSTAl 6, LSTAI 8, LSTA21 , LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) available for all double
SOS255W. SDS259D0, SDS258M
14
FWANZ
Foundation Wall Angles
10
LST149, LST173
Straight Straps
2X and 4X models; on ty acuts flange is cono"Ied.
8
SOS2611288, SDS2520OSS, SDS25212SS, SDS2530OSS. SD825312SS
Strong -Drive SDS Heavy-Outy Connector SS Screw
15
GAI. GA2
russet Angles
17
LTS20, LTB40
Bridging
21
U series hangers
Face -mount hangers available In Wdths ranging from 1-911V'to
9
SDWF2716, SDWF2720, SIDWF2724, SDWF27K SDWF2730
Strong-DrIve SDWF Floor -to -Floor Screw
18
H2A1 H2.5T, H8, H 1 CA-2, H1 OS, H 14. HGAI 0
Hurricane Ties
18
LTS12,LTSl6,LTSI8,LTS20
LightTvvWStmp
6' and heights ranging from 2-5ff'to 11-114".
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
Medium GirdwTiodown
18
HH4, HH6
Header Hangers
20
MST27, MST37, MST48, MSTOO, MST72
Straight Straps
FLXI 0007-RO
19
KBSIZ
Knoo-Sroce Stabilizer
21
MSTAQ. MSTA12. MSTAIS. MSTA18, MSTA21, MSTA24, MSTA30. MSTASS, MSTA49
Straight Straps
1711.111110067-1118
20
1.30,1_60.1.70,1.90
Angles
22
MSTC28, MSTC40, MSTC52, MSTC66, MSTC78
Straight Straps
awl
Product DescriWon
21
LCEA
Post Cap
23
MSTUSS3, MSTONSS
Pre -Sent Straps
duct Model, Numbe
Pirliduct Description
1
ATR3/8, ATR1/Z ATR5M, ATR314
Threaded Rods.
22
LS30,LS50,LS70,LSQ0
Sloamble Angles
24
MST12e, MST13e, MST148, MST160, MST172
Straight Straps
1
BA series hangers
Top flange hangers available in widths ranging from 1 -9/16'to 7-
2
ATUDS, ATUDS-2, ATUDR, ATUM2, ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C
Medium Twist Strap
1/8" and heights ranging from 7-118" to W'�
3
BP316-2. BPI/2, BP112-3, BP5/8-2, BP51841, 8133/4. BM/4-3, BPRTUD3-4
Bearing Pis"$
24
LSSJ26LZ, ILSSJ2ORZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ. LSSJ21ORZ
Field Adjustable Jack Hanger
26
NCA2xiO-I2, NCA2x12-1Z NCA2is-10, NCA2x10-IO, NCA202-15
Bridging
2
DGSF sodes hangers
Top flange hangers available in widths ranging from 3-5/8"to 7-
4
CNW318. CNWIt2. CNW", CNW314. CNWS/8-1i2, CNW34-M
Coupler Nuts
25
LSSRI 81, ILSSR2.1, LSSR2.37, LSSR2.56, ILSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
RCW1312, RCW514
Wall Bracing
1/6" and heights ranging from 0-1/4" to 24".
5
CTUD55. CTUDS5. CTUDW, CTUD75, CTUD76, CTUD77, CTUDS7, CTUID88, CTUDS7.
Coupling Take -Up Device
20
LTP4.LTP5
Tie Plifts
28
RPSIS, RPS22, RPS28
Repair Plato Strap
3
DGF series harroors,
Top flange hangers awailoble in widthe ranging from 1 -10to 3-
Z
CTUD98, CTUD99
27
ML23Z, MIL24Z, MI-282, ML28Z, ML21OZ
Angles
2D
RSP4
Stud to Plate Connector
518" and heights ranging from 7-11411 to 24".
6
N3. N4, NO, NO
Heavy Hex Nuts
25
MMH8
Root Tie -Dawn
30
SPi, SP2. SP4, SPO, SP8
Stud Plate Tie
4
DGHF sen** hangers
Top flange hangers available in widths ranging from 1-3X'to 3-
7
RTU03, RTU03B, RTUD4, RTUD46. RTUD$: RTUOe, RTUD7, RTUD8
Ratcherting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4,SPH8,SPHO
Heavy Stud Plate Tie
5/8" and heights ranging from 9-1/4!'Io 29'.
8
TUDD, TUQ10
Take -Up Device
30
MMLU20, MMLU26.2, MMLU28, MMLU28-2, MMLU21 0, MMLU121 1, MMLU139, MMLU131I
Foes -Mount Hangers
32
SSI.S. SS2.5, SS3.664.5
Stud Shoo
5
EG5, EG7, EGID series hangars
Top tionp hangars available in widths ranging from 5-114!'to 8-
9
TUW38
Take -Up Washer
31
RBC,RSCP
Roof Boundary Clips
33
ST9, ST1 2, ST1 81 ST22, ST292, ST2122, ST21151 ST2215, ST6215, STSM4. ST6238
Straight Straps
7/8" and heights ranging from 11" to 32-1/7'
10
URS3
NO" Uplift Rod Run Tiedown System
32
RST-3
Roof Tie�Dcwn
34
TB20� TB27. TB30. 11`1336� TB42. TE348. TB64, TB58L T8130
Tension Bridging
6
EGO series hangars
Top flange hangers available in widthe ranging from 3-We'to 7-
11
URSPI
112" Uplift Rod Run Tiodown, System
33
RTC22Z, RTC42. RTC2Z, RTC44
Rigid Tie Connectors
35
TWEIC, TWS12, TWB14
Wall Bracing
114" and heights ranging from 114/4" bD 32'
Z
12
URS5
618" Uplift Rod Run TWdown System
34
STC, STCT, OTC. HTC4
TrussClipio
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiodown
7
GLS serims hangers
Saddle hangers available in widths ranging from 3-1/4" to 8-7/8"
13
URSO
3/4" Uplift Rod Run Tiodown System
35
TJC37. TJC57
Truss Jack Clips
37
WBiOS, WBI00C, WBI20, W8126C, M143C
Wall Bracing
and heights rang" from 6-1/7'to 21T'.
36
Z2,24, Z44
Panel Stiffener Clips
8
GLTV sorlies hangers
Top flange hangers availabis In widtho ranging from 3-114!'Io 7-
1/0" and heights ranging from 11 " to 32'.
F1.11110441-RO
FL111105311-1115
9
HBsorieshangers
Top flange hangers available in widths ranging from 1 -911 8"Itc, 7-
FLM0447-R5
1/2" and heights ranging from S" to 3Cr',
AW
Pmduct Model, Number or Name
Finicluat Description
AMI
Product Model. Number or Name
Product Diiscrintion
10
HGLS series hangars
Saddle hangers available in widths ranging from 5-114!* to 8-713"
W
1
DTT2
Hold4own
_,1W
Priliduct Model, Number or Name
Product Description
1
CSH2.37xS 5, CBH2.37x7.83, COH2.37xg.75
Concealed hangers
and heights ranging from 10-1 17to 2&'.
2
HDCI014, HOC10122
Hold-down
I
AHEP
Adjustable Hip -End Connector
2
DU, OHU, OH UFTF s"s hangers
Face -mount (OU, DHU) and top-langs (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in widthe ranging from 3-114r* to a-
3
HDO8, HHDO11. HHDO14
Hold-down
2
OSC2FZ-SDS3, DSC2LSDS3, DSC5R-SDS3, DSCSL-SDS3
Driag Sinut Connectors
avallsb* in widths ranging from 1 -WIS"to 3-Wl 8" and heights
T/8" and heights ranging from 7-1/7'ki 32'.
4
HOU2, HOU4, HDU5. HDUB, HOU 11, HDU1 4
Hold-down
3
GSC:
Gable Braoe Connector
ranging from 9-1/8" to 23.15118".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-114" to 7-
5
HPA2S, HPA35
Sirap-style Pullin anchor
4
HCPI.81, HCP2, HCP4
Hip Corner Plato
3
HGU3.e3.SDS, HOUS.25-SDS. HOU5.50-SOS, HGU5.62SOS. HGLMOO-Svs, HGU7.25-
Face -mount hangers
1/8" and heights ranging from IN'to 33'.
a
L.STHD8, LSTHO8RJ
Stop -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2. HHRC411 151, HHRC", HHRCS.2513.25. HHRC5.371312,
Heavy Hip to Ridge Connectors
SDS, HGUO.00-SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5118"fici 3-
7
MASA,MASAP
Foundation anchor map
HHRCed
4
14GUS series hangers
Face -mount hangers available Inwidths ranging from 1-6/8"to 7-
9118" and heights ranging from 18" to 2ff'.
8
MPAI32, MPAI"
Stop -style Pullin anchor
a
HRC111, HRC22
Hip Ridge Connector
3/9" and heights ranging from 5-&161 tD 12-7,18".
14
HUSTF series hangers
Top flange Joist hangers available in widths ranging from 3-1/8" to
9
PA18, PA23, PA28. PA35. PA51, PA68
Strap4tyle Purim anchor
7
URU20. LRU28, LRU210. LRU212
Rafter Hanger
6
HHGU5.25-SDS, HHGU5.50-$DS. HI-IGUS.ONSDS, HHGU7.00-SCS. HHGU7.25-SDS,
Face -mount hangers
S-W16'and heights ranging from 5-3/8" to 13-1/8".
10
PAI18, PA123 PA128. PA135
Silrap-style purlin anchor
a
LSU213. LSSU28 LSBU210
Light Sk)peable/Skevable U Hanger
HHGUQ.DD-SDS
15
HUTF. HUCTIF series hangers
Top flange hangers available in widths ranging from 1 -Wlff'to 5-
11
STHDIO, STHDIDRJ
Sirap-style hold-down
9
TBE4, TBE6
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110,
Face-rincrunt hangers
112" and heights ranging from 3-7116'to 15". Concealed flange
12
STHD14. STHD14RJ
Sirelp-style hold -dawn
10
TC24� TC28. TC28
TrussClip
HHUS7.25MO
version (HUCTF) available for all models having wKith equal to or
11
THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA41 8, THAC418, THA422,
AdjuslableTruss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-0/16".
THAC422, THA426. THA422-2, THA4262
118" to 6-118" and heights ranging from 4,V4" to 16-W4�'.
18
HWP series hangers
Top flange hangers available in widths ranging from I -OMS"to 7-
12
THA11.81)22, THAl2.OW22, THAl2,V22, THA1222, THAI322. THAJ3522, THA1422
Adjustable Truss Hanger Sized for I -Jo"
Concealed flange version (HSURC, HSULC) available for all
118" and heights ranging from 5-3/8"to 28'.
13
THAL422, THAR422
Skewed Truss Hanger
double 2)(and 4X models; only acute flartgo is conceeled.
17
HWPH series hangers
Top flange hangers available in widths ranging from I -9116'to 7-
14
THJA26, LTHJA20, LTHMA
Multiple Truss Hangers
8
HTU26. HTL128. HTU210, HTU20-2, HTU28-2, HTU210-2
Feca-mount hangers
1/2" and heights ranging from 5-3/6'to 37,
15
THJM2-4-SDM, THJM2-5SDS3, THJU26, THJU20-W
Multiple Truss Hangers
9
HU. HUC series hangers
Face-moumt hangers available in Wdthe ranging from 1-9116'to 7-
18
ITS series hangers
Top flange hangers a�ailable in vuldthe ranging from 1 -9/1 80'to 3-
10
TSBR2-24
Truss Spacer-Rostraint
If2" and heights ranging from 2-74'to 19-114*. Concealed flange
5/8" and heights ranging from 9.118!'to 16'.
0
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUC) available for all moderts having width equal to or
19
JB series hangers
Top flange hangers available In width of 11-911V'and heights
(Y)
18
VTCR
Valley Truss Clip
greater than 2-9/18".
ranging from Saffl"to 7-1/4".
qp-
IN
10
HUCQ1.81"OS, HU001.81111-SDS. HUCO210-2-SOS, HUCO210-3-SOS, HUCQ310-
Face -mount hangers
20
JSA series hangers
Top flange hangers available in width of 1.911 O"and heights
co X
SOS, HUCQ410-SDS, 4UC0412-SDS, HUCC15.2190-SDa HUCCIS.25M1-SDS. HUCQ610-
ranging from 9-3/1 V'tD 13-1/8",
LL 01-
SDS, HUCQ612-SOS
C)
co
0 W
(D
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C:
M
Lo 0 0
Simpson Strong -Tie 2020 F13C Approved Products
For drod Inks to SST Isled below, CLICK HFRF-
Updated l2rW=0
Simpson Strong -Tie 2020 FBC Approved Products
For direct Inks to all SOT appFOYSIS tiled below, CLICK HERE
Updated 12MM20
Simpson Strong -Tie 2020 FBC Approved Products
For dir" Inks to all SOT approvals listed below, CLICK HERE
Updated 12/3WMO
Simpson Strong -Tie 2020 F13C Approved Products
Far direct Inks to all SOT eloprovals Riled below, CLICK HER
Updated 12rMM20
U
-0
all approvals
CLICK
Notice CLICKHERF.
Statewide
CLICKHFRF.
0
W
For additional inkinnation regardirrig FlorideN Stelowids Product Approval System and Marni-Dads County
Notice of Acceptance (NOA). M ar.1f 64FRF
For additional information tegardino Florida's Statewide Product App-rwW SWom and-Mami-I)ade County
Notice of Acceptance (NOA), HERE,
Far atkitional Information rogardiniq Floride's9telowido Product Approval System and Manti-Dads County
of Acceptance INCA),
For addkional information too p Florida's Product Approved System and Mans -Dade County
Notice ofAcooptance (NO
> >
CL
21
US series hangers
Topflongs, hangers avoillable in wdth of 1-9/16"and heights
FLXI 14WR5
18
SILSVI.66, &LBV1.81. SILBV2.06, BiLBV2,37, SrrUBV2,66, SA.SV2.68. SILBV3.12,
Top Flange Joist Hangers
5
SET-XP
Adhesive Anchor for concrete
ranging from S-Sill" to
SOILBV3.58, SILBV3.82, SILSV4.06; SfLBV4 12, SILBV4.28, SILBV4,76, S/LBV5.60
8
Strong -Solt 2 (ST82, ST924SS, STB2-OSS)
Strong-Sok 2 Wedge Anchor for concrete available in carban
22
LSAZ series hangers
Top flange hangers available in "dth of 1-9/16"and heights
finj
Product Model. Number or Name
Produat Description
19
SfLTT20, S/DTT2Z. SIHTT14, HTT4, HTT5
Hoklowns
&%at and Types 304 and 310 stainloss steel
ranging from 9-21MIT'tri 13-1/8".
1
HHUS210-3, HHUS213A
Joist Hanger
20
SfMSTeO, SAMST72
Strape 118 mill 0 0 oat)
7
Titan HD (THDH, THD-HMG, THD-H4SS, THID-HOSS, THD-CS. THD-CSOSS)
Titan HO Heavy Duty Screw Anchor for concrete and masonry
23
LEG3, LEG5, LEG7 sense hangers
Top flange hangers available In Wdthe ranging from 3-IN'to 6-
2
HRSO, HRS8, HRS12
Strap Ties
21
SP4, SPS
Stud Plate Ties
available with hex head In carbon steel and Typos 304 and 316
7/8" and heights ranging from 91' to 33. 1 C'.
3
HUCO210-2-SDS, HU00210-3-SOS, HUCq310-SDS
Joist Hanger
22
SSP,DSP,TSP
Stud Plate Ties
stainless steel, or with countersunk head in carbon Most and
24
ME05, MEG7 series hangera
Top flange hangers available in widthe ranging from 5-1 Wild, S-
4
THGB2, THG83, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC.OTC
TrussCirp
Type 316 stainless steel
718" and heights ranging from 9" to 32-lt2'.
5
THGQ2-SDS3, THG03-SDS4.5, THGO42-SDS3, THGOH3-SDS4.5, THGOH4-GOSS
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titan HO Rod Coupler (TH037834RC, THD50934RC)
Then HD Threaded Rod Coupler for concrete
25
MIT series hangers
Top flange hangers available In widthe ranging from 1 -Wl&'to 5-
111
THGW", THOW34, THIGW4-3, THGW4A
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HO Threaded Rod Hangar (NDS2616811H, TH0537158RH, TH037212RH,
Titan HO Threaded Rod Hanger for concrow
1/8" and heights ranging from 9-11W'to 2,11",
THD50234RH, THDIO212RH)
28
PF, PFB, PFDB, PFDSB $*Fill$ hangers
Top flange hangers available in width of 1 -9116"and heights
10
Wedge -All IWA)
Wedge -All Anchor for masonry
ranging from 3-3/8" to 7- IN'.
FLX1 14MR5
F1.01:13904-11115
27
FIR
Ridge rafter connector
28
WP *@rioa hangers
Top filings hangers available in widths ranging from I -W1 O"to 7-
AW
Product Model. Number or Name
P�roducrt Description
Pmduct Description
FLMU3OrAB
1/8" and heights ranging 9-1/4'to 32".
1
DETAL20
DoubL- Embedded Truss Anchor
1
CCONO e12-SDISHOG, CCOM4.82-SOSHDO, CCQM5-50-SDSHDG, CCTQMS.62-SDSG,
Masonry Piet Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retroft Anchor
OCTOM4 92-SDSG, CCTQMS.50-SOSG, CCCQWGS2-SDSG, COCOM4.82-SDSO,
AW
Product Model, Number or Name
Pinduct Ducription
3
HIS, H18S, HIO-2. H16-2S
HurricaneTle
CCCQW.50-SDSG
I
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#10080.Ril
4
HETA12, HETA18. HETA20, HETA24, HETA40
FrInbedded Truss Anchor
2
ECCLQM3.62G4(T, ECCLQM4.62G-KT. ECCLQM5.50G-KT, ECCLLOMD3.62G.Kr.
Masonry Pieir Caps
2
ET -HIP
ET -HP Epoxy Adhesive for nissonry
E
5
HETAI-12, HETAL18, HETAL20
Embedded Truss Anchor
ECCLLOMD4.=-KT, ECCLLOMD5.60G-Kr. ECCLRQMD3.62G-KT, ECCLROMD4,1320.
3
SET-XP
SET-XP High-Stranglin Epoxy Adhesive for masonry
0
HGAM10, HMQ
Masonry retrofit connectors
KF, ECCLRQMD5S0G-KT
4
Strong -Bolt 2 (STB2)
Strong-Boft 2 Wedge Anchor for masonry
(D
I
ABA44, ASA44R, ASA46, ABA48R, ABA86, ABAe8R
Adjustable Post Base
7
HHETA16, HHETA20. HHETA24. HHETA40
Heavy Embedded Truss Anchor
3
HGUW.25. HGUM5.50, HGUM7.00, HGUW,25, HGUMS.00
Heavy Masonry Hangers
5
Titan 2 TTN2)
Titan 2 Screw Anchor for Concrete
=:3
2
ABL144, ABU44R. ASU46, ABU48R. ABUS-5, ABU54 ABU65, ASU66. ABU8eR, ABU88,
Adjustable Post Be"
8
LGT2. LGT3.SDS2.6, LGT4SDS3
GirderTledown
4
LGUM26-2. ILGUM26-3. LGUM20A, LGUM28-2. LGUM28-3. LGUM28-4, LGUM21D_2.
Masonry Beam Hangers
6
Titan HD (rHD.H4SS, THD-HOSS. THO-CS&-.%
Then HO Heovy-Duty ScrowAnchor for concrete available in 304
ABU8SR, ABU1010 ASU1010R. ASU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM2110-4, LGUM48, LGUM46, LGUM410
or 318 stainless steel with hex head, and 316 stainless steel with
3
ABW44Z, ABW44RZ. ABW46Z, ABW4SRZ, ABWS6Z, ABWSSRZ, ABW7.7
Adjustable Post Bus
10
META12, META16, META18, META20, MErA24, ME-TA40
Embedded Truss Anchor
ftap Tie for Masonry
5
MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.5W 25, MBHA3.56)9.25. MEHIA3.56/11.25,
MBHAS.56/1 1 MSHA3.6&14, MBHA3.56/1 0, MBHA3.SSMS, MSHA5.506.26,
Masonry Top Flange Beam Herigers,
7
Titan Turbo (TNT)
countersunk head.
Then Turbo Screw Anchor for
U)
4
A04, A04R. ACE4, AC8. ACOR, ACE6
Post Cap
11
MSTAM24, MSTAM30, MSTCM40, MSYCM60
.88.
concrete or masonry
5
BC4, BC46. BC4R. BCO, SCOR, BC8, BCS2-2/4, BCS2-3/6
Post Cap
12
MTSMIe, MTSM20, HTSMIG, HTSNQD
TvAst St" for Masonry
MEHA5.50M.25. MBHAS.50/11.25, MSHAS.W11.88, MBHAS.50114, MBHA5 5VIO,
0
C944, CW, CU8, CS68. CBe8
Embedded Column Sam
MSHA5.50118
cc
7
CBS044-SDS2, CSSQ48-SOS2, CSSQOS-SOS2, CBSQ86-SDS2, CBSQWSOS2
Embedded Column Bass
6
MBI-11.13.6610.25, MSHU3.56111,25, MBHU3.56111.88, MBHU3.56114, MBHU3.60/16,
MBHUS.5&18, MSHUS.60/9.25, MBHUG 50111-25. MSHU5.5011i.88. MBHU5,60/14,
Masonry Beam Hangers
FL#1693?-R3
>
8
CC, SOC, ECCU Series
Solted column cops with WI ranging from 3-114" to g-1rZ and
FLA414WRS
W2 ranging from 3-5/8" to 7-112"
MBHU5.501I 0, MSHU5.50/1 8
All"
famduat Model, Number or Nam
Pmduct Dosaftation
C)
9
CCQSDS2.5. GCCO-SDS2 5 Series
Sawood column caps with WI ranging from 3.114" to 9-1/7and
AK9
Product Madill. Nurn ber or Name
EMUL20WARUM
1
X3648101 O-K XI SI Die, XI B1 0164K X01SIDIS, XQ1 Ell 01 S-41K
#10-10 Strong -Drive X Metal Self�Drilling, Topping Screws with #3
W2 ranging from 3-W8" to 7-1/2"
1
DTTiZ
Dock Tension Tie
Drill Point
>
10
CPT44Z, CPTOOZ, CPT88Z
Concealed Pawl Tie Boos
2
H012, HDID
Bolted Hoklowns
FLM 3975416
2
XL0114TI224, XLQ1 14BI224.2K
#12-24 Strong -Drive XL Large-Hoad Metal $eff-Drilling, Tapping
11
12
EPB44A. EPB44, EPB46, EPBe6
EPS4Z
Embedded Post Bass
Embedd ad Post Base
3
4
HD33, HD6B. H07K HOSE
HTT4, HTTS, HTTS-314
Bolted Horldowne
Tension Ties
Sea III
Product Model, N um tor or Name
Product Descriotion
3
XM01 14$1224. XM01 14S1224-2K
Sciews with #6 Drill Point and Large Die motor Hex Washer Hood
#12-24 Strong-Orive XM Medium -Head Metal Self -Drilling,
0
13
LC844, LCB66
Embedded Column Base
5
LTTI9, LTT208, LTT131
Light Tension Ties
I
SDW223M, SOW22338, SOW22438, SDW22468, SDWZ2500, SDW22000, SDW226M,
Strong -Drive SOW EWP-PLY and TRUSS -PLY Serowe
Topping Scrowe with #5 Drill Point and Medium Diameter Hex
14
LPC4Z, LPCSZ
Light Post Cap
2
SDVM834
SDWC15450. SDWCi58D0
Strong SOWC
4
XCI 14S1 224, XQI I 481224-2.SK X1 14Si 224, XQi 1 281224� X01 1281224-2K
012-24 Stro no Drive X Metal Seff-Drilling. Topping Scrw" w1h 06
Drill Point
15
MPS44Z, MPSW, MPB8aZ
Moment Post Base
-Drive TRUSS Screw
18
PB44. PB44R, PB46. FEW, PBOOR
Embedded Post Base
1`11.111113629-RO
3
SDWHiNWDS, SOWHIQ400DB, SDWHiNWDB, SI)WHIGOD010B, SDWHIP1000DE
Strong-Orive, SDWH TIMBER-H D(Sorew
5
XUMSI 018, XIJ34BI 01 651K
#10-16 Strong -Drive XU Metal Saill-Drilling, Topping Soron-s with
IT
PSS"A PSS46, PBSOa
Embedded Post Base
4
SOWH274ODG SOWH27MM, SI)WI-127800113, SDWH27100DG, SLYWH2712000
Strong-Orrve SDWH TIMBER-HEXHOG Screw
#1 Drill Point
is
PSVe!PBVl0
Round Post Bass
Jal
Product Model. Number or Name
Pmduct Dmiription
SB Anchor Bob
5
a
SDWSi62I Z SOWS1 6300, SDW-91 6312, SDWSI 64UO
SOWS19800, SOWS19712, SDW8224D0,SDWS22500,S0WS225I2. SOW,92290001
Strong -Drive SOWS FRAMING Screw
Sirong-Drive SOWS TIMBER Screw Grade)
19
PC44-18, PC46-le, PC48-18 PCO4.16, PC88-16, EPC44-10, EPC45-15, EPC48-15,
Postcap
1
SS&gx24, SS7/8x24, SSIx3D
(Interior
EPC84-16, FPCSO-1S
2
SST816, SST820, SSTB24, SSTB28, SSTBM, SSTSM, SSTBIOL, SST820L,SSTB2-4L,
SSTS Anchor Bob
SDV=800, SOWS22900, SDM221 000, SMNS221 100, SDWS221200, SDWS221 500
1`035320-110
2D
PC4Z, PC4RZ, PCOZ, PCSRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, Epcez, EPCORZ. EPCOZ,
Postcap
SSTB28L
7
SDW=30OD8. SDWS224a0DS, SDWS22SOODB, SOWS22eOODB, SOWS228000B,
Strong -Drive SOWS TIMBER Screw (Exterior G rade)
EPC8RZ
SDVVS22100ODS
aijilluf
Product Model, Num bar or Name
Product Descrintion
21
PPB"-4Z, PPS44-OZ
PostBase
8
SDW=312Dl3B, SOWS22512DBB
Outdoor Accents Structural Wood Screw
1
DSSCB43.5: DSSCB48, DSSC84S, DSHS:
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL*13111M�Rll
9
SDWS2730OSS, SDWS2740OSS, SDW827500SS, SDWS2760DS9, SDWS278WSS,
Sirong-Drive SOWS T IMSER SS Screw
2
FCB43.5, FCM,5. FCS47.5, FCB49.5, FCB411.5
Bypass Framing FtKed-Clip Connector
SDWS2710006S, SDWS27120OSS
3
FPHSD34SIC18, FPHS034BI018, FPHS034810le-5K. FPHSDMS1214,
#10-16 and #12-14 Strong -Drive FPHSO Framing-to-CFS Sell-
AMI
Pridduct Model. Numbei or Name
Product Description
ID
SDWV13400
Strong -Drive SDWV SOLE-TC-RIM Screw
FPHSCL34B1214, "SD34Bi214-5K
Drilling, Tapping Screws
FLIM 011166,R5
1
CMST12, CMST14, CMSTCIO, CS14, CS16, CSIS, CS20,CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4.25, LSFCO.25, SFC2.25, SF04.25, SFC6 25
Steel Framing Con nector
2
HRS6, HRS8, HRS12, FHAS, FHA9, FHAl2, FHAI8, FHA24, FHA30, MST128, MSTGO,
Sir" 97 mill (12 9s)
6
LSSC4.26, LSSCB,25, SSC2.26, SSC4.25, SSCO,25: MSSC2.25. MSSC4.25. MSSCe.25,
Steel Stud Connectors
Prjpduct Model, Num bar or Alamo
Product Demitation
MSTI48, MSTISC, MSTI72, &IMST27, SIMST37, VPAST48
MSSC4.251KW, MSSCO.26KW
1
FJA, FSA
Foundation Anchor
3
HTSIS,HTS20,HTS24,HTS28,HTSSC,HTS30C
Heavy Twit Straps
FLX1 5363-11113
6
RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plots
4
LSTA30. LSTA38, LW149, LSTI73, MSTAD, MSTA12, MSTA15, MSTA18, MSTA21. MSTA24
Straps 43 mil (118 go)
7
SC843,5, SCO45.5, 30647.5, SCB49 5. SCS411.5, MSCS45.5, MSCS47.5
Bypass Framing Slide-aip Connector
3
01-140-6. 01-14", 01-148-S, GH48-8, OH41 GH410-8. 01-16", GH08-8. GH68-6, GH68-
Girder Hartoor
5
LSTAV, LSTA12, LSTA1 6. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST21 16, ST2215
Straps 33 mil (20 go)
JJW
Product Model. Number or Name
Product Description
8
SCS32-5W. SCS62-6Q7, SCS62-5/118. SCS82-5/118
Bypass Framing Con nector
9, GHSI M, GH81 0-8
8
LSUSH3.25, SUBH3.25, MSUSH3.25
Bridging Connector
I
AS 18. AS IM. AS 1888
IS go. Truss Platee
9
SCW3,25,SCW5.S
Head -of -Wall Slide -Clip Connector
4
GLB5A, GLS58, GLB5C, GLB6D. GL87A, GLB7B. GLB7C, GLB7D
Olulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 20HS
20 go. High Strength Truss Plate
10
SJC825, SJC10.25, MSJC8.25, MSJC10.25
Steel Joist Connacbfs
5
GLST512. GSLT81 2, GLBTSI 6, GBLT616, GLM20. GBLT020
Glulam Bearing Plots
8
LTS12, LTSie. LTSIS. LTS20
Lightl*wistStraps
3
AS-20
20 ga. Truss Plate
11
SSS3�518
Bypass Framing Slide -Clip Strut Connector
ICU
8
HGLBA. HOLES, HGLBC, HGLBD
Heavy Glulann Bearing Plate
9
MSTAX MSTAX ST0215, STS224, STS. STIZ ST18, ST22, MSTC28, MSTC40, MSTC52
Maps 54 mil (16 go)
4
ASHP
Hinge Plato Connector
12
XLSH3481414, XLSH7881414
#14-14 Strong -Drive XLSHI Shouldered Solf-Drilling. Tapping
7
HGT-2, HOT-3, HGT-4
Heavy Girder Tisdowm
10
MSTC66, MSTC78, ST8230
Strap* 88 mill (114 go)
Screws
UJ
8
UFP1"DS3
Unlvefsa I Foundation Plate
11
MTS12, MTSIO, MT818, MTS20, MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XQISI01 8, X01 81 016,4K, X01 S1214: X0181 214-3.SK, X078SI 224, X07881224-3K,
910-18� #12.14, and 012.24 Strong-Ofive, X Metal Seff-Drilling,
9
URFP
Universal Retrofit Foundation Plato
12
SPE1.56, Sel.81� SM.06, SW.37, SW,K S162.68. SIB3.12. SM,56, SIB3.62, SIB4.06,
Top FlahoO Joist Hangers
I'l-015730-114
XQ114S1 224, XW1491224-2 SK X01 12SI224, XQ11281224.2K, )0348101&5K
XISIDIS, XiBIOI&4K XiSI214, X1B1214-31K
Tapping Screws
<
SM4,12, S/B4.28, SIB4.75, SW.50
13
SMA2.126, S/BA2.12110, SIBA2.12(12, SIBA2.12114, SIBA4.18/8. vBA4.18/10,
Top Flange Joist Hangers
ASA
Pmduct Description
Z
SABA4.18112, StBA4.18114
I
ET -HP
Adhesive Anchor for concrete
Z
14
SIHIA
HurricaneTie
2
GAC. GDP, GOPM-W, GDPM-75, GDPM-I 00. G UPS, GW-50, GW-75, GW-100, GTH
Go*-octuataid fasteners and assemblies
IS
SIHMS, SIH08B, S4401OS: SIHD108, SHDISS, WHO158
Holdowns
3
POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, POPAWL,
Powder-aLtuated fasteners, threaded sluds, and assemblies
10
S/HDU4, S(HDUO, SIHIOUP, S1HDU11
Holdowne
PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLOPA, PTRHA3, PTRHAA
_J
17
StiCT, S/HJCT
Joist Hangers
4
SEr-3G
Adhesive Anchor for concrete
01-
SHEET
NO.
PA 1.2
HIAM W&MI-DAVECOUMT
PGT1ndfts&ies,bw.
PGTbulustries,lac.
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I%CMVCTCCKMGL SECTION
PGT hidwhies. h1c.
-
o 2
11N5 SW26,sr8K R00=208
NOUCE OF ACCEPTANCE: EVIDENCE SUBMUM
NOTICEOFACCEPTANCE:EVIDENCE UBMITTED
cu
DEPART3MMOFS . MGVXATMY A" ECCK=C PUM) Mind, Florib 13175-2474
1906UMAMCMEA . WW=TAAr1ONDIV1SW14 T(726)315-?S90 IrC7W)315-2599
NOTICE OF ACCEPTANCE: EVIDENCE
D. QUALITYASSURANCE
0 Cn :t--
-cu
NOTICE OF ACCEPTANCE C�OA) WWWj0iMW*k,Xq%,M00*oW
1. Evidence submitted under predous'NOLA
A. DRAWINGS
B. TESTS (condoned)
L Miami Dade Departmew of Regulatory and Economic Resources (RER)_
= Co Cn
(D -0 Q
PGT1"w&iesJnc.
1070 Itchadogy Drhrt,
L Manufacturet's die drawings and sections.
5. Test report an 1) Air InWhatim Test, per FBC, TAS 202-94
C 2 0
0 21 C
North Veake, FL 34275
(Submiked under NOA Na 11-0107. #4)
2) Uniform. Static Air Pmss;use Test, per FBC. TAS 202-94
E. MATERIAL CERTMCATIONS
U_
Scan:
titWL,V
2- Drawing No. MD-5,570.0, Myl S&U* GIM Do"NOA W" sheeb 1
3) Water Rmoame Tea, per FBC, TAS 202-94.
1 - Notice ofAcceptanceNo. 1".52&14 issued toVision E=tsion Limited forth&
.0
co 0 CU
CU
nusNOAisbeagnsued theopplicablerulmandreplation Sovernogthe use
through 21 of2l, prepared by mamifacturer, dated 10/05115., with revision A dated
4) Large Mssile Impact Test per FBC, TAS 201-94
'Wind
-White Rigid PVC Exkiiw Extrusions forWindows and Doors-, dated 08/13/15.
0 >
E cu 2
documentsdonsubmimedhas bantet-Awed and accepted byMaws-Dade CauttyM-ftoductControl Sectionto
0"5117, signed ad sealed by A- Lynn Miller, P.E.
5) Cydic Pressure Loadingper FBC, TAS 203-94
on 09130/19.
17E
(1)
.Cf) C/5 CL
be used in ManiiDade Countyand otheramnwhere allowedbythe AulhaiiyEtavingJusis&ciian(ARI�
6) Forced Fxfty Test, per FBC, TAS 202-94
2. Notice of Acceptance No. 164920.09 issued to Vision F-umsion Limited fortheir
CU
= CU -0-0
This.NOA shall notbe vaW afierthe mWitation do* stated belm. The Muni-Dode CountyPioduct Cantral Sec"
B. TESTS
along withmarlmd-up dawings and installation diagram ofvinyl sliding glass do", pepared
1000 Tan 202 and lighter Shades Q4n-N%%i1e) Rigid PVC Exterior Extrusions for
F- -a U) <
(In Mum Dade County).and/ordie AM (m aveas odw d=1NfiuniDa& Caunty),reserve the right to have this
I - Test nPW on 1) Uniform Static Air Ptesswe Too, per FBC, TAS 202-94
by Fenestration Testing Lab, lw, Test Report No. FTL W49, dated I lftq 5, sq;ned 2nd
Whmbws and Doors", dated 1108116, cq&iq, on 12129t2l-
productormaw ftstedfctqudqas=awepuqmm-lf*AsprodadornatenaltubtopetfcnniniheaccepW
2) Large Missile Impact Ted Per FBC. TAS 201-94
.
sealed b . y Idakm OrteA P. E, (rest repw revised on 12/M 5 and 02/11/16)
3. Notice of Acceptance No. IS 4-428.15 issued to Vision F-Vnision Limited for their
"Brown
rlL�
mannet,thentawhcbma Wi1liww1heespienseof suchtesbngandtheAlUmaynnnmdia*lyrevolm, modify, at
3) Cyclic Wind Press ' we Lo ading per FBC, TAS 203-94
6. Test repart an 1) Air Infibution. Test, per FBC, TAS 202-94
Coated (Painted or Laminated) Ulkite Rigid PVC Extecior Extrusions for
the -use of such pradue at minterial within 1hew jwisdiction. RERreservesthei4kitton-voked3is
along withm2ftd-up dawinp and ituUillation diagram ofvnt)4 Sliding glass do" prepared
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
Wadows and Doors". dated 09113115, expiring on, 09130119-
acceptance- if it -is detenminedbyMauiAkuk CormtyPr*4wtC*aW Sectionthat " pooduct ormsterial fails to
by Fenestration Testing Lab, Inc., Ted Report No. FTL 9717, dated 12107/15, signed and
3) WaterRftwawe Test, per FBC, TAS202-94.
, a
t Notice ofAcceptanceN - 1"712.02 issued tOLENMGIFenestrationSolutions USA,
meet the aquiments of the applimble building code.
11m product is approved as dex=lmdheminandharsbeendesigned to camplywifit lheFlmida BuildingCode,
sealed. by Idaln�s Onega. P_ E_ (Test report revised on 02115116 and 02/24/16)
4) Large Missile Impact Test per FBC, TAS 201-94
Inc. for their "TAN 3040 and Lighter Shades (Non-Wlilte) Rigid PVC Exterior
*tudaws
JncWxng the H*h Velonty Hmmaw Zone-
2, Test report an 1) Air Infiltratim Test, per FBC, TAS -202-94
5) Cyclic Urind Pressure I Aading per FBC, TAS 203-94
Extrusions for'% and Doore dated 09115116- ocpiring on 02/Ml.
DLSCRWnON: Series'".WO/2770"ViKy]SkdiagGbss Door (Rt1nfwved)wtwo902& 13.0coritrs-1-
2) Urdfom Static Air Press= TN- per FBC, TAS 202-04
along Wab ruaficed-up &awmp and instaillahan dagfam ofvJoyl sliding gUSSL doof, pq=ed
5. Notice of Acceptance No- 164712.0-4 issued to ENER.G1 Fenestsation Sekbons USA,
"Bronze
AMOVAL DO C U M ENT: Dra wingNo - It ID - 5 V4 - 0 Rev B, filied "Vmyl Sliding Glas 9 Dow N OA (1W, sh a ft
3) Water Resigance Test, per FBC, TAS 202-94-
4) Imp Uiss� Impact Test per FBC, TA S 201-94
by Fenestration Testing Lab, Inc., Test Report No. FTL 109.152, dated 1104q5, 6goed and
sealed by Ida1mis Ortega, P_ E. (Test report revised on 02/152016)
Inc- for their and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions forWindows and DoorC dated 0911916t atpiring on 04/16n0.
1 through 21 of2l, prqwxedbymumhckuvr, dated 10/05115and LLst revised on 02/01/1.1. signed and sealed by
.
5) Cyclic Wind Pressure Lowling M FBC, TAS 203-94
7 Test repod on 1) Uniform Static An- Pressure Test, per FBC, TAS 202-94
6. Notice ofAcceptarice No- 1"712.03 issued to ENM(GI Fenestration Solutions USA,
A. LynaMiller, P.E_ bearing ihe hfincii-DadeCoantyProduct Control Revisionstamp withthe Notice of
6) Forced Entry Test per FBC, TAS 202-94
2) Large Nfissile Impact Tea per FBC, TAS 201-94
Inc, for their -Wkke Rigid PVC Exterior Extrusions foi 1%ladows and Doors- dated
Acceptance number and capitation date by the B&uni-Dade County Product Control Section.
along withmailked-up di=mgs. and dagram ofmyt abdag ghss door. ptepared
3) Cyclic Wind Pressure I.Aradingper FBC, TAS 203-94
09/10117, expiring on O2/2WIt
NIISMXIMPACT ZkTVXG: Largt andSmaliNktile hapetRmixtsur
by Fenestration. Testing Lab, Ine, Tat Report No. FTL 9546, dated 1 1IM15- signed and
along with mzkcd-W &awinp and installation diaigrami of vinyl sliding g1m door, pnmed
7. Test reports No(s). 10-002-792(A), 104WM527, 535753-09, per ASTME-K
Limitations:
1. See table I (sheet.Z) and table 2 (sheet;) forapigicableSOD unit aizes, design pressures, seidbrcemwtst)Tes�
se2ledby1d2b7i Ortega, R E.,(Test nput revised on OIAW16 and 0211 V2016)
by Fenestrafton Testing Lab, Inc. Test Report NG FTL 6639 (San4ks A-1 thru A-22), dated
ASThM 1929 and ASTMD-635. kaied by EXOVA to.Vision Exuusion for cellulosic
&ss 4Ws, a riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requiremi�s in I I thru 16-
3. Tea report m 1) Air Infflh2fim Test. per FBC, TAS 102-94
2) Uniform Static Air- Pressure Test, per FBC, TAS 202-94
11 /19110, signed and sealed by Jorge A- Causo, R E. (Submimd under NOA Are.11-
61044)
composite material
(Subatked under A10AMe. 11-010Z 04)
2. RiSd Whft PVC, Tan (Non-wbde) Rigid PVC wid Browim coated (Painiedor lammoted) white Risd PVC to be
labeled per teferenoed.NOA�s reqwenusts,
3) Water Resistance Test, per FBC, TAS 202-94
9 Test report on 1) Air Infiltiation Test, per FBC, TAS 2012-94
8- Notice ofAccqAagkce No- 14-016.1.1 issued to Knaray America, Inc. fortheir
3. Egress operable docts uu* comoply with min clear width cc heW per FBC fequirement as appkickk
4) Large Missile Impact Test per FBC, TAS 201-94
2) Uniform Static Air Pmsswe TM per FBC. TAS 202-94
"SentryGlast (Clear and Wh*) Interlayer", cq** on 07/04/18.
4. Pocketwalls under separsteappmvA to be reviewedbyBudding official
5) Cyclic Wind Pressure Loading per FBC, TAS 203-194
3) Water Resistance Test, per FBC, TAS 202-94
9. Notice ofAcceptance No-I&III7.01 issued to Kwaray America. Inc- for thek
L-ABUING: Eachunit shall bear a pennonentlabel with or loso� city, state and anies. and
6) Famed EnUy Test, per FBC, TAS 202-94
4) Latge hfissile InVact Tist perFBC, TAS 201-94
"TresifeM Uliraclear� Clear and Color P%B Interlavers-, expiring an 07M8119.
following stateimews: "Afiami-Dade County Product CbetralApproved`,noted heftin.
along with muked-up drawings and installahm dugram ofvmyl sliding glas door, pTued
5) Cychc Vrmd Praware Loadingper FBC, TAS 203-94
RF-N-EwALof d=NoAAmbec=msmdafteravewwdoMhcabmhobeenfdedndthaehmbeenno
by Fenestration Testing IA� Inc, Test Report No- FTL 3547, dated 12005, qpwd and
6) Forced Entry Test, per FBC, TAS 2W-94
F. STATENIENTS
change m the appbeable, buildiagcodenegatively affectmg The perlownwe ojtdus ptodutt
sealed by Idalmis Ortega, P_ E. (Test rqmxt mvised on.VJ15116)
along withmarlmd-up drawmgr. and uLftladion dagnam of vmyl sliding ghn docc prepared
1. Statement Letter ofconfornsance withFBC-5dEdition (2014) and FBC-6ftEdition
TERNaNA110Nkofthi . sNOAwiN occur after the expimtIon date of if tm hasbeen a mvision orchimpe in 1he
4. Test report an 1) AirInfiltratim Tea, per FBC, TAS 202-94
by Feneshation Testing Lab, Inc, Test Rqxxt No- FTL 6337 (amples. A-1 thru A-51 dated
Q0171 issued by manuf2duter; dated 08114117, signed & sealed by Lynn Miller, PX_
materiaX use, andVarnumabeJureofthe prqdudorprqcm� Msu*ofthis NOA as aviendomemotof proditct,
2) Uniform Static Air Press= TWr per FBC, TAS 202-94
3) Water Resubtow Test, per FBC, TAS 202-94
12106110, Signed and sealed by JbW A- Czaw. P. E. (Suhwked under A10_4 Xo. 11-
01,9ZOR)
2. Statement letter ofoo financial interest, dated MIS/17, issued by manufacturer, signed
& sealed by Lynn M I iW PY_
for sales, advertising or miyodwpuqxymshAtutoumw&Uyummnok&n NOA. Failure*> comply=
section ofthis NOA shallbe casw 1bf tennnation and removal ofNGA.
4) 1xV Mstile Impet Ted per FBCr TAS 201-94
3- LeM of lab comViiance, put of the above test reports.
_4D%T_RTnEKvN,T: ibe NOA number prwAoa by the wouls Mum -Dade Couviy, Flonda, and fo ilowed by the
5) Cyck Wind Pressure Loa1mg per FBC, TAS 203-94
C. CALCULATIONS
4. RER.Test Proposal No- 17-0387, dated 05ADStl 7, Signed by Ishaq Chanda. PY_
exputtion date inay be duonyed m advesumghtnafte- If anypostion ofthe NOAis disphried, then it shall be
6) Famed Entry Test, per FBC, TAS 202-94
1 - Anchor vaffi(2fion cakulatiow and. Structural mL*sis, comply" wO FBC-2014,
done in its entivety.
along withmariced-W drawings and installaition d2gr;tm oftinyl sliding &ss doorprqpared
byPGT, dated 12Wq5and last revised on02/15,q6_ dgwd and sealed by
G. OTHER
INSPECTION: ArCoff0fdliS entiteNOAshatibeprovk1edto jheuwby*e manAictow or its distulatcas and
by Fenedtatim Tiesting Lab, Inc_ Ted Rqxxt No. FTL &US. dated 1210435, signed 2nd
An*m)rr- Ma", PX,. (Subinkmd awder N, 0.4 No. 15-1,210. 01A
L Notice afAcceptance No. 15-12lk0l, issued to PGT Industrimfortheir Series
-5576t2770"
shallbe available for ir�Ck at thejob site at the veqmt of1heRuilding OfficiaL
sealed by Idalmis Ottegx P. E. (Test report revised on 01/0411-6 and 02111116).
2. Gb2dag complies with ASTME-1300-09-
Vinyl Sliding Glm Door (Rekdarced) - L.Ml"� cpcpmg on 04/14t2l-
>
0
11inNOA revises& ream -NOA024-0429-05 and cansisft of "page I w%devidencepaVsE-1,F_2,E-3,E4,
Z/mm-1,
10- 7
0
C?)
N
E-5 & E-6 as well as approval document mentioned above.
lzimq t OmuWa, PJE.
hhaq I Chends. PX.
I*aq L manda, PX.
><
The sdamifted documenlabou was mrimad by Ishaq I Cliand1a, PE.
Product Con" Uadt Suporvisor
Product Control rZk Supr�isor
Product Control Unk Supwrisor
0L
4NOA No. 21420SA3
NOA
NOA No. 1.1-0296.63
NOA No. 21-0'.$09.03
YX*)rZfi%uDat#1 APV014,2016
Approval Dattillarch 15,2021
ExpiradouDatat April 14,2024
Approral Daim March 25,2021
Fj*r%tkonDa%- AW914,2026
Approval Dafti March 25, M21
ExpiraimmDatat AV414,20.16
Appieva I Date: &1orch 15,2021
Pate I
E -1
E -2
E 4
4)
E.
0
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I I-
C
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0 0
L)
PGT lodustrim Ini.
CGI Uludws and Doors, Inc.
PGTIndustritsJue.
0 W
N01ICE OF ACCEPTANCE: ENIDENCESUBMITTEI)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NO-TICIE OF ACCEPTANCE ENMENCE
2. Evidence Submitted under previous submittal
E. MATERIAL CIER11ITICAT]ONS (continae)
3. New ENIdence Submitted
S. Quanex Part §uw agacer Stmdard complying with ASIM C518 Thermal Conducthrity
A. DRAWINGS
0-891 BTU-W br.-ftA--'F, ASTM F 1249 WV7R-Pass, ASTM D3985 Oxygen -Pass, ASTM E
A. DRAWINGS
1. Dniwing No. MD-5570.0 RevB, titled "Vinyl Sliding Glass Door NOA W-, sheets.
2190 I.G_ Durability -No Fog -Pas& (Subwiskd underpresious J?V0.4 No. 1 M409.05)
1. Drawing No. BED-M570.0 Rev B, titled -Vin34 Sliding Glass DoorNOA aW, sheds I
I throtigh 21 of 21, peinared bymanufacturer, dated IM05/15 and last revisedon
dwigh 21 of2l, prepared bymamffac=M dated 10/05/15 and last revised on 02)01121,
Cn
GQV20, signed and sealed by A- Lynn Miller, P-E.
6. Qua= Part D corVlying with ASTM C518 ThemW Conduchvity 2-22 BTU-W
1434 Argon Peameance.-Pass, ASIM E
signed and sealed by A- Lynn Miller, P E.
hr_-ft?--F. ASTM F 1249 UTIR-Paw ATIM D
Note- Tbis revision consists replacement of same existing untallatmn sarw with flat head-
B. TESTS
2189 LG. Dumbility-No Fog, ASIM E 50 Dew Pcint Development -20OF in 48 hm.
1. Test reports am 1) Air InfAtration. Test, W FBC, TAS 202-94
(Submined tinder NO.4 A'& 15-040ROS).
Specificatim
B. TESTS
2) Urdbim, StaficAkPmssure Test, Loadingper FBC, TAS 202-94
7- V-mm EZnmws, Ltd- Pads complying with PVC-AAMA 303-13, Vokmtxy
1. None.
3) Water Resistance Test, per FBC, TAS 202-94
for Rigid Polyvinyl Chloride (PVC) Exterior Profiles far Vision Extru6= Ltd_VEX-1 by
4) Large Missde Impact Test pa FBC, TAS 201-94
AAMA Fenestration. Extew Poffle Certification Program (SubwAwd under NO 4 No. 15-
C. CALCULAITONS
E
5) CyaCL Wind Piessure L"-adiogper FBC, TAS 203-N
along wfth madmd-up &A%ings and inst� . an diagrami ofall PGT Industrim Inc.
04".05)
8- Vninn Extrusions, 1". Parts compbring with PVC-AAX4,303 -13.
1- wmr_
representatiw units listed below and tested toqualify DovrA 791 and Dowsil 993 sffcones,
(Submired under NOA No IS44005)
D. QUAIM ASSURANCE
=:3
prepared by Fenesttation Testing Laboratory, Inc-, Test Reports No.:
9- PVC-AAMA 303-13, Vohmtary Specifwation for ftd Polyvinyl, Chloride (PVC) Exterior
Proffies for Vow Es:trusiorLs, Ltd�VEX-1 by AAMA Fenestration ExImm Profik
Miar*Dade Department of Regulatory and Economic Resources (REIL)
FTL-7897, PGT PW5520 PVC Fiwd Window (ad 6 in propos2l), dated 09103/14
U)
YTL-20-2107.1, PGT SGD780 A hinnimm Sfiding Glass Door (unit 7 in poposal) FM-20-
CatificatioaProgam
2107.2, PGT CA740 Alum. Outswing C4Kmmt Vilindow (unit 9 in PrOP000 F11-20-
10. Notice of Acceptance No. 18-1217.14 issued to Energi Feneamfion Soktkmk USA, Inc- for
E. MATERL46L CERTIHCATIONS
CU
2107.3, PGT PW7620A Aluminum. Fbwd Window (unit 9 in peoposao and YTL-20-2107.4,
their -Tan 3040 & light shade (non-whiti) WWft Rigid PV C Exterior Extrasions for
L Notice OfACCeptanceNo. 1"305.02 issued taKittrarky America, Inc. fortheir
>
PGT PW7620A Alumimm Faced Window (pat 10 in. proposal) dated 07113r4 all signed
Whtdows and Doors7, expixin on 02A4121.
"TrodW Ultradear, Clear, and Color PVB Glass Interlaverf% expiring on OV0804
CD
and sealed by Idalmis Ortega, RE.
11 Notice of Acceptance No- 1"1=02 issued to Enero Fenestratim Sobainn, USA, Inc, for
2- Notice ofAcceptance No. 17-080&02 ismed. taKwaray Amiarka, Inc. fortheir
>
CL
their senies "ftite Rigid PVC Fmeriw- Extrusions for Windows and Doors". cq*ing on
'SeutryGlast (Clear andMi0e) Giass. Interlavers7, equing on. 07/04123-
C. CALCULATIONS
02t=3.
3- Notice ofAcceptance No. 19-1106.10 issued to Vision Eittusions Lm3ftd for their "Brown
0
/mg w* YBC 701
1 Anchor vaTwatm c&ulahons and shw=1 ;majysL% compb
12. Notice of Acceptance No. 2"203.03 WAied to Energi Fenestratim Solution, USA, Inc. for
Coated (JPakted or Laminated) White Rigid PVC Exterior ExulnJons for Windows
EdWon (2020). dated 002/20. prepared by narn cturer, signed and seakd by
their "Bronze & Not shade cap coated White Rigid PVC Exwior Extrusions for
and Doors", expiring an 09/30f24.
Anthavy Lynn Miller, P.E.
Windows and Doors". expirin on W1&25,
4- Notice ofAcCVt2nceNo. 1&1106.11 issued toVision EMusions Liolded far their series
2. Glazing complies with ASTME130044,-&,-12 and 4&
"VE 1000 Tan 202 and lighter shimles (Non-WIdo) Rigid CeAular PVC Exterior
D. QUALITYASSURANCE
F. STAMI(ENTS
Extrusions for Mladews and Doors7, expiring an =29/21.
0
Miami0ade Department of Regulatory.and Economic Resources XM).
1. Statement lefter of confommce to FBC 7* Edition (2020), dated 0472120, issued by
mam kdwa, s4ped and sealed by Anthony Lynn hfiller, P.E.
F, STATEMENTS
E MATERLAL CERTIFICATIONS
2. Statement Letter of no financial interest and -of independent, iSSue`d by mamfactum, dated
1- Staternesit letter of conform=e to ]FBC 7ft Edition (2020), dated 02MIP-1, issued by
1. Notice of Acceptance No. 19430-4.02 ismed to Kuraray America, Inc. fortheir
04/IVO, signed and sealed by Anthony Lynn Millff, RE.
-03/30115
, signed and sealed by Anthony Lynn Miller, RE.
Cf)
"TraWoM Ultraiclear, Clear, and Color PVB Glass InterlaverC, eqwing on
3. P*ate Labeling Apeement document between PGT. dated and signed by all
2- Private Labeling Agreemot dated G3AW1 between PGT lndusfties� Inc. -and CGI
CU
07/0&24.
involved parties.
Windows and Doors Inc-, signed by Dew X Rum1r, P:E_ V.P. Engineering. on behalf of
2. Notice of Acceptance No. 17-080&02 issued toKuraray An*rka, Inc. fortheir
bothcompanies.
-,S@utqGhs6 (Clear and WMe) Glass Interlayorf', CXP=9 on 07104/773-
G. OTHM
3- Notice of Acceptance No. 18-1106.10 ism to Vision Extrusions Limited for their
I- Miis NOArevises NOA# 17-0420.86a?VTW1CG1) and updates toFBC2020 (7*Edidan).
G. OTEFM
—0
"Brown Coated (Painted or Laminated). Alke Rigid PVC Exterior Extrusions
expiring 04121al-
1- 1his NOA revues & renews NOA# 20-0429.05 (PIA W/CGI), eVbkg 04114/26.
for Windows and Doerf ', expiring an 09130/24.
2- RER.Test proposals #19-1155 dated 01110/20 approved bylshaql- ChandaPJEeViring
2. Mw current associated PLA CGI file #21-0205.01, atpidng 04/14126,
0
CU
4. Notice of Acceptance No. 19-1106-11 issued toVision Extrusions Limited for their
04/14(21-
Uj
series "ME 1000 Tan 202 and V&tw shades Vqo*-Wbke) Rigid Cehdar PVC
e�AAk
Exterior Extrusions for Windows and Dow-C. eqgring on 12 M2/2 L
1 ��7 (I Z /;Itl�l
L Cham&, PY_
11haq I C3010dAt PY--
Z (3)
U6aq
Iskaq L Clouds, PJE.
Product Central Unk Superrow
Product Coubrol Unk Sup"Tisor
Z
Product Conerol Usit Suporvisor
1q0A No, 21-820643
NCA No. 21-0205.03
NOA- J%b. jj.$Zefq3
Expiradea Dat*: April 14,2026
Expiration Dad*: April 14, 10id
Expiradon Date: Awil 14,2026
Approval Da1e3 Xbreli U, 2021
Approval Daft- MArth 25,2901
Approval Dote. Nhwh U, 2021
E
SHEET
NO.
E 4
PA 13
y
Z I I L I El1=0=.-\.1
PRODU I LVALUA1LQNALrQX1&Q_2"UAU 2
ZRODUCIXYALVATLON REM= -NIEL 294rinaj 3
TILLrr TESTING a ENGINEERING COMPANY
22—TWILMRTS:
S. MATERIAL CHARACTERISTIC-$,.AND.SPECErATLORL-
WAT TRR A. TMM, JL, pE.
Large missile Impact and fatigue load left were Performed under Protocols TAS
Shall be strictly In accordance with Go neral Notes and Componerft Ind Icated on
201, 203 as per section 1626 of the Florida Building Code. Uniform Static loads
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
PL C A U N. W0119
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports# 96489 dated OB/09/1996, #96-570 dated 09/18/19ge,
26, of Product Evaluation Document (P.E.D.), drawing No. 20.1?6.
PRODUCT EVALUATION REPO
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411 ell 998 and
# 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS AND CONDITIONS OF USE
REPORT NO.: 20-0728.01
0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
P.E. and Henry Hattem, P.E.
7.1. Shall be strictly In compliance with General Notes No. 1. 8 thru 14, indicated
DATE: July 28, 2020
Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
on sheet 1 of 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate, P.E.
prepared by TIlteco, Inc. and signed and sealed by Waiter A. Tilit, Jr., P.E.
PRODUCT I11US-CATE0ORY: Storm Panels
2,"TRUCTURAL EN
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Stool Storm Panel for maximum panel length vs. design
defined on section 1620.2 of Me Florida Building Code.
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind load, as well as maximum anchor aparing vs. design wind load and panel
MANUFACTURER: Global P
length based on rational and comparative analysis, and In accordance with
section 1816 of the Florida Building Code. CalculattonspreparedbyTifteco. Inc.,
7.3. Product shall only be Installed Into poured concrete, concrete block, and
wood frame structures.
4800 S.W. 81 SU"
Davis, Florid@33314
dated 11103/08 and 03112JI 5, signed and sealed by Walter A. Tillit, Jr., P. E.
I - PURPOSE OF EVALUATION;
I MISSILE IMPACT RESIRTANCE&
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
This in a Product Evaluation Report issued by Wafter A. T1111% Jr., P.E. (System
Large missile Impact under section 1026 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167), President of Tifteco, Inm (Florida CA-0000719),
ID 0 1906) to the 0 label Protectl on Prod ucts, LLC, Rule Chapter No.
01020-3, Method I D of the Florida Department of Business and
Prtofmlonal Regulation.
4—MND.LOADS RESISTANCE4
TIQ,
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
This product is being Issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15,
16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
SL�.44167
been verified for compliance In accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose Intended
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
at least equivalent to that required by the Code.
14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
STATE OF
'110RID",
..
This Product Evaluation Report shall be subject to review and revision In cam of
k . ........ �gy
V,!YIUAC� 00
a Building Code change that may affect Its limitations and condMons
S. INSTALLATION:
Installation shall be performed strictly in accordance with details indicated on
WATIL
I EVIDENCE SU13MITTED:
sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
D:ITILTECOADMON RECOROSIP.S. REPORT.20 kOLOMPROTECTION PRODUCTS, LLC120GAGE
2.1. PRODUCT EVALUATION D0C.U1MENTW_L"-
(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
GALVANIZED STEEL STORM PANILk DRWG S MI 78 1 REPORT III 20-0n&Ol
Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANELT',
i rid licated on sheets 8. 14, 16, 2 5 a rid 26 of 26, of Product Evaluation Docu mord
(P. E. D.), drawing No. 20-176.
sheets 1 thru 20 of 20 prepared byniteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RAIM1180
Evaluation Report. OTTO
A. r)
ILL111111111 000
A T714&
N...
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r
No. 44167
167
OF
"ZOPION
STATE
�'t 0 R I fit'.
6355 N.W. 36th Strw� Suite 305, Miarni, Florida 33166 - Phow- (305) 871-1530
NM_
NOTES:
0 W.
0.3) IN CASE THAT PRECAST STOW. Olt PRECAST CONCRETE PANELS. STUCCO OR WOOD OWJM BE FOUND ON THE
OWING WALL 44CHM SHALL SE LONG DOUGH TO REACH THE MAIN STRUCTURE BDOO SUCH PAMS�
1. 51 (PZD.) HAS KIN VERIFIED FOR COMIPUIANCIE 00
MMM
ANCHORAGE SHALL K AS MENTIONED IN 11.1) AND IN 8.2).
ACCORDANCE WITH THE 2020 CM SCITON) OF THE FLORIDA BUILDING COOE
(C) !2 EXISTO, WOOD
DESIGN WOO LOADS PWL K DIETERIAMM AS PER SECTION ISMOF THE ABOVE MENTIONED OWE
1/6-0 WCON ANCHORS, AS ~=AM M11 ii�� WraLILD". 04.
#I+-10 PANIELMATIE FINALL 0 AND PANIMNIXTE PLUS ANCHORS. AS MANUFACTURED ON VLCO CONSTRUCTION PRODUCTS
MR A WIND SPEED AS *EXPIRED BY THE JURISDICTION WHERE IHE1W SHVITIVIS SE LMAND
THE MMA
MR A DORECTIONAUTY FACTOR Kd-045, USING ASCIE ?-If AND SHN.1 LIN S DO
NOT 06CE01
1/4 LAD 91CRIEWS PER N.D.S.
"0
DESIGN RATINGS OIDICATED ON SHEET 7 THRU 12. 14. 13, 14. It & 20,
7/16`0 - 5/0' WOOK) OUSHM AS DISTRIBUTED BY ALL POINT SCREW, DOILT & SPEOATY 00�
IN ON" TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCIE 7-ill
C-1) MINIMUM THICACCD PENETRATION INTO WOOD OF VPCON ANCHORS SHNU. BE 7 1/2- AND 2- IN ELCO PANOLMATE
94ML X FIRST REDUCED TO A.". DESIGN UM LOADS ITY MULTIPLYING THEM BY 0.6 IN CAM TO
AND POELWA.E FEMALE ID.
COMPTNIKE THIESE W/ VAX (A.SO) DESIGN PRESSURE PATINGS INDICATED ON SHEETS 7 THRU 12. 14. 1$. 16. TO k 20.
IN ORDER TO VERIFY "AT ANCHDRIS ON r,13 P ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASIE IN ALLOWABLE
C.1) MINIMUM INNEADED PENE11110111014 Or LAG SCREW. INTO THE WOOD TRANS UNIT SHALL BE 1 1/2- NO THREADED
PDWMTION INTO STUCCO %HALI BE CZMWM AS AMITY OF THE REQUIRED THIMADOD PENIE.PATICIN.
STINSIS FOR WORD LOADS WAS MM =0 0 THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEW DIETERNIMIED IN
ACCORDANCE WIN WO.S. lots.
CJ) WA*AN WK DISTANCE OF LAO SOMM. INTO WOOD SHALL K AS INIWATED IN THIS WNWINIC
STORM PANEL'S ADEOUNCT FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED IN ACCORDANCE VIM SECTION 1626 OF
THE ADM MENTIONED CODE AS PER HURRICANE poWnsw a Mnmt; INC. AV3VM wm. ge-57o a lts-y3o AMD
C.4) MINIMUM PENETRATION OF WOW WW" SHALL SIT 5/8, 1/4- P-20 SCAM USED SHALL at 1 1/2- LOW
FOOMt*N TWM LAS, IMC.. REPORTS #2032 & 02139 . AS PROTOCOLS TAS-201, TA11-202 AND TAS-203
SHOULD SRI= EXIST. AMID I* MINIMUM FOR omiLs WITH No STUCCO
AS BELL As AmuttlAm TEST LAO or SOUTH FLORIDA REPORT im I It.oi-oo. As PER TAS; zol. TAS 202 AND
TAS 203 STANDAMS.
C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUC= OR WOW 50ANDS BE FOUND ON THE EXISTING
2. ALL ALUMINUM EXPIUSIONS TO K 6063-111 ALLOY 00 TEMPER. (UNLESS OTINEWRIS1 NOTED). SEE SHW 2.
WILL M404M SHALL K LONG ENOUGH 70 REACH THE MAW STRUCTURE KHOO SUCH PANELS.
ANCHORAGE SHALL BE AS MEWITIONED IN CA). C.2) 411 CA)
3. ALL AUANNUM BMW METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY.
(0) ANCHOIRS SHALL WE OWA.UM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOW*$ ~ACrupm
4 ALL STEEL 91M METAL PANELS SHALL HW STWUC`IURAL QUALITY SrCE1_ ATTW A-653 GRACE 50 MINMAN. 0-60
"L%WUM STEEL MSMArOt W/rY- 5IL3 NO (AFTER ROLLED).
PM415 MAY ALSO SE INSTALLED HOWONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECIVH 3 THROUGH 10 (SHEETS 4
THROUGH 0) EXCEPT THAT HEAD11111114DAC) SHALL NOT K USED.
S, ALL SCAM TO K STAPAM STEEL 304 OR 3t4 AIM $DOES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
ON We WM YIELD STREMM AND 90 k0i TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE
9. 17 SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMK-Tuw WHERE SHUM 6 To K
W�350
SECTION 241 .3.4.
ATTACHED TO WSW PROM ANCHORAGE THIS SHUTTER SHALL ONLY OF ATTACHED TO CONCRETE. BLOCK 00 WOOD FRAML
BUILDINGS.
6. OMTS TO Of ASTM A-307 GALVAMZCD SrML OR NSI 304 SUM STAINLESS STEEL WITH 36 kill MINIMUM "EUD
smum".
10 EACH AEGUIAR STORM PANEL My" LINGTHS OVER W-8 THROUGH 12*-4. AS PER SECTIONS 4, 5. 9 Ill 10 AND ALTERMAtIVIES ON.
OW A IOW ON SHEETS S. 6 & 12 RESPECTIVELY. SHALL MAW A LEOW 00 READILY VISIBLE MARKING INSTRUCTING DOW OR
7 AK04M TO WALL SHALL WE Ad FOLLOWS
TENANT TO SECURE PANELS WITH APPLICABLE PWWOMCDKW OURING POROUS OF HURRICANE WARNING.
(A) III -
11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAUILK ALL SHUTTER COMPONENT EDCO WHICH ADININ IN CONTINUOUS CONTACT WITH
'# TAP;090NrA:KH=MAS MANKFAMM BY I TA OUILDILX. INC (Illn. fc-3192 pil Q
THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
--11/4
/4 7/8' CALX-1N ANCHORS. AS IV' DOWLT INC. (NATI. t'.-3000 P-)
1/4's 3/4* SOIAD-SET ANCHORS. AS DOTIORVU BY ALL POINT SCREW, SOLT & SPECIALTY 00.
12. STORM PANEL INSTALLATION SHALL COMPLY ON SPECS INDICATED 01 THIS DRAWING PLUS MY BUXOM AND ZONING PICOL"TIONS
(Ma, r -3000 P.,)
PROVIDED We THE AIRISDICT104 WHIERE PERMIT 155 APPLIED TO.
014-10 PARELAME FEMALE 0 & PANELMATF PLUS ANCHORS. AS MAHUFACTURW BY ELCO (CONSTRUCTION PRODUCTS
("N' 1.;.3m
13 (a) INS PRODUCT EVALUATION DOCUMENT (P.F D.J PREPARED BY THIS POINTER IS GMI11C NOD DOES HOT PROM proPwAlm
P..Q
t/4-0 C TAP -GRIP ANCHM. AS MANUFACTURED BY Tft-FAST CORPORATION (f'3600 pai.)
FOR A SITE SPECIFIC PPDXCT; Le. WAVE THE STIT CONDITIONS DEVIATE FIRM TK P.E.0
(0) CONTRACTOR TO RESPONSIBLE FOR THE SIUCTION PURCHASE AND INSTALLATION INICILUDING LIFE SAM Of THIS PRODUCT
A. I) MINIMUM DAKDMEP" OF TAIPCON ANCHORTS IIHM POIJIM CONCRETE SHALL K 1 3/4" 2" FOR PANELM41t FDAA.E
ISAMO ON THIS PROVIDED HMISHE DOES Met 6rAWTi FROM THE CONDITIONS DETAILED ON THIS DOCIUMENT.
0 AND PAMEMALTE PLUS AND 1 1/4- FOR Cr TAP-CAIP MACH=.
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY.
A.2) CALK -IN A, IOUD-SO ANCHOR$ SHALL BE EMBEDDED 7/8- INTO THE POURED COMMETE. NO DAUMEM INTO
(C) THIS INTOMM3 EVALUATION DOCUMENT WILL 91 CONSIDERED INVAUD IF MOOM.
STUCCO SHALL BE PMAMM 1/4" 0-20 WPM USED SHALL SE 1 1/2' LONG Www SHOULD SYUCCM [XISt.
NO I' MINIMUM FOR WALLS WITH NO STUCCO. AND WAY K HEADED 3CRM OR ALL rME4= SCRIEWS W/O HEAD,
(d) $ITT SPECIFIC PROJECTS SHALL BE PREPARED ON A FLORIDA WAISTERED ENGINEER OR APC�VTECI` WHICH MUL BECOME THE
OUT WIN "M NUTS.
ENGINEER Or PEG= gjOA) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE
PROPER UK OF THE D. 15MOFNI06i Or RECORD. ACTING AS A DDLECKTIED VAGINCER M ?I*
A.3) IN CASE THAT PRECAST STOME. PRECAST CONCRETE PANELS, PAVERS. STUCCO 00 WOOD BOARDS WE FOUND ON IMF
01.0 V400M SHALL SUBMIT TO THIS LATTER THE Iff SPECIFIC ORKNOM FOR REVIEW
CIMINO WALL OR FLOORL ANCHORS SHALL WE LONG EMOUCIN TO REACH THE MAIN MUCTURE KKW SUCH
ROM ANCHORAGE! SHALL OR AS MENTIONED IN At) NO IN A.2).
THIS P E.O. SHALL BEAR THE DATE AND OPOOVIL SEAL 00 SIGIVITURIE OF THE PROF[MOkAL
ENGINEER Or RECORD THAT PRUMM IT.
QQL1Mu_AfinLr__"*
HOMS AS ~ACIURED SIT 1. T. W. SLA.M. INC
14. SHUTTER UNILIFACTURINS LABEL SHALL WE LOCATED ON A READILY VISIBLE LOCATION AT STORM
PO4EL SHUTTER IN ACCORDANCE WITH SECTION InS.9.3 OF FLORIDA BUILDING ODDE ONE LABEL
1/4' 0 x 718' CALX-IN ANCHOPM AS &VAWACTUWD By ODIALY INC, (MON. 1. 1500 P.a.I.)
SHAILL BE PLACED rOlt EVERY OPOWOU. LAMM TO COMPLY WITH SECTION t7O9.9.2 or THE
/4 0 X 31*- SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECIALTY 00.
FLORIDA BUILDING CODE
(WhL I r-Im P.. 1.)
- 014- 0 PANELMATIE MINE ID AND PAMDUAATE PLUS ANCHO*S. AS ~ACTUIMOD BY ELCO CONSTRUCTION
711115 DRAWING SHALL ONLY K USED TO
OBTAIN PMM IN THE STATE OF FLORIDA
PRODUCTS (MIN. f'c-2071 p..A.)
- 1/4- 0 OF TAP-W ANCHORS. AS MANUFACTURED BY TRU-FASI CORPORATION
0.1) MINIMUM ENSICONDIT OF TAPOON ANCHORS, ELCO PANUJAATES AND OF TAP THE
-GRIP ANCHOR. INTO
rLOINDA BUILI)ING CM (111911% Velft"y "WTI"
BLOOK UNIT SHALL BE 1 1/4..
No. 4
20 QW CALV am vm STM IPMEL
167
9.2) CAtX-JN & SCUO-SET ANCHORS SHALL SE EMKOOED 7/3' MITI) IKE CONCRETE BLOCK UNIT, NO
INTO STUCCO SHALL K PERMITTED. 1/4- 0-20 SORIE" USED SHALL K 1 1/2- LOW WOOL." SHOU
EXIST, AND I' WO" FOR WALLS WITH NO STUCCO.
0M& mwc"ON mmm "n-l—,
INSTALLATION
INTO EXISTING
DETAILS
FOR RIEGULAR NELS
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ISO
PRODUCT
EVALUATION REPORT NNNo 44LV
REPORT NO.:
20-0727,02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY:
Storm Panals
PRODUCT NAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Protocition eroducts. LILC
4800 S.W. 51 Strost
Davis. Florida 33314
1. PURPOSE OF EVALUATIONIL
This Is a Product Evaluation Report Issued by Walter A. TIIIlt, Jr., P.E. (System
ID * 1906) to the Global Protection Products, LLC, Rule Chapter No.
01020-3, Method ID of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified lor compliance in accordance with the 2020 Seventh Edition of the
Florida Bulldlng Code, and to verity that the product Is for the purpose Intended
at least 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
2. EVIDENCE SUBMITTEOn
11, PRODUCT EVALUATION DOCUMENT (P.E.D.)m
Drawing No. 20-175, tMed '24 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thru 18 of 18 prepared by Tiltsco, Inc.; signed and sealed by Waiter A.
Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an into%
1,416
Evaluation Report.
0
167
$WE OF
6355 NX 36th Street, Suite 305, MiamL Florida 33166 - Pboue; (305)
COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS
(SCALE 1/7-1-)
i - ----- --- CMAL TWDrA) . .....
-12.5W- (UFMIP4 WWN)--
------ ---------- 6 1/4- -
>
Olaw OWL THU -1.3w-
>
O&WAM vm
QASV wk. THICK own so
2117- 2.'s3r F lot MMQ.
8-0 OftV.
GALVANIZED By= EDGE
2C xl*
2.0 TYP. AM 4-M TYP..
own so MOAV." !-#.. DUAL
J= INITIAL �J I
- A 1]STAL A
---------------- 4" ------------------ ---------- 4"
-- ---------
I(!) STORM PANEL & EM STORM PANEL
- -------
- --------
W1 NOMMOD Off.
_,1', Not.
.093'
a -371
ISOMETRIC VWW QIEWL A
ROUNDED COMiER 40 ENDS OF PANEL*S
END UP W/ NUMBED EOGF_
2.000'
*h* HEADER
(N.T.S)
I WRITES
sm OCT.
1 1/14 A 2/14
7400"
IV L"
17
2"X7'XI/4*
.38CV
PAW
MIN. M'
KEY ROLE WASHIER
--I r-093"
GALVAKED STEEL
.0 6V
-
311's .87iro
.125 1 71 NUT
w1lik
&TVMTMY. MIT W" MUI W/OUT
MOMMOM odw W/ ADW"NK
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RETAINED,
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or
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SLOCK cast" POLN4L
OR
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,REOLNIEE
CALX__ OR PA-__
TO AM.
PUPS on OF UP -OW comcom ANCHM
ON (M WHIC-Al ON
M4 CO. T nu mum W SHEETS 5 ITINGUO, 0)
3LUMMM'D A
SCALE 3/1S. I'
NEW I" WOE . VARIES . I/r
IN" ALUM. TUBE ON 1,
PT WOOD PLATE SPACER
NEW I* WOE . VNIM . 1/0'
ALUM TUBE OR I* . YORIES
f.T. WOOD PLATE SlIVICIER
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4;
-1531
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.374' 374-
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SEE SCHIEDULE ON 0-0
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MTALJLATION. SUIT ANY
COMBINED IN ANY WAY TO SUIT ANY
CW*.
,r:W0N,MAff,) I itv It" CONCRETE am A vmica-WAWYM "M -
3 Mftl racumm. NIN" HW.
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WTMU RACKS ADJAMIT TO 511=411=11 BANDS
107,
M0101117C r KV,&I,I-A11QN REPORT MCI- U-6727.02 2
2J- TEST REPORTS. -
Large missile Impact load tests were performed under SSTO 12-99 standard as
per section 1609.1.2 of the Florida Building Code. Uniform static leads as per
Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
Lab ofSouth Florida, Report# 0814.01-01 dated 03111102 witnessed by William
R. Mohner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
Largoespads, P.E. and Henry Hattem, P.E. Large missile Impact and cyclic
loading* per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated Novernber23, 2010, signed and sealed byJu#o E.
Gonzalez, P.E.
Tonsils test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
"nod and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
per CIC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed
and sealed by Jerry Jaciofeno. P.E. as per ASTM E-8.
2.3. UCTURAL ENGINEERING CALCULATION&
On 24 Gage Galvanized Steel Storm 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 1004 of the Florida Build Ing Code. Calculallons prepared byTiltsoo,
Inc., dated 12118MO and 08127/13 (for this revision), signed and sealed by Walter
A. T11111, Jr., P.E.
3. MISSILE IMPJAC11=19TANCE
Large missile Impact under section 1609. 1.2 of the Florida Building Code, as per
SSTD 12-998tandard and TAS 201.
4. MNQ LOADS RESISTANCEo
24 Gage Galvanized Stool Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as Indicated on shests 3, 9. 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as Indicattaxi on sheets 5, 9,10,11,13 thru 10
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
67
a
-21z
..........
ONA
JP2QDt1CT F-VATAIAT 3
5. INSTALLATION!
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as Indicated on
sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document
(P.E.D.), drawing No. 20-173.
6, MATERIAL HARACTEERIATICS AND SPECIFICAT110INS:
Shall be strictly In accordance with General Notes and Components Indicated on
sheet I 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 18, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7. LIMITATIONS AND CONDMONS OF USE.
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of IS of Product Evaluation Document (P, E.D.). drawing No. 20-175
prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined an section 1620.2 of the Florida Building Code,
7.3. Product shall only be Installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florida License
No. 44167), President of"niteco, Inc. (Florida CA-0006719).
WATLLL
D:% TtLTECO ADMON RECORDS t P. E. RIEF
GALVANLEED STEEL STORM PANEL % DRWO 0
1/4. 2/4. 3/4, 4/4, S/5, 7/5,
*IW/10. 2W/10, 3W/10. 4W/10. +6/5
5W/10. OW/1111 & 7W/11
Y MAX— AMOHORS: FOR CONCRETE SET SCHEDULE ON 11HEM Illk 9. J* MAX
I* MoL POR WOW SEE SECTIONS ON SHEETS 10 At I* MIN.
0 0
77-7` -7-7-7-1 --Y-T
& @
,A
_7
T1
JT[F,4,
D PANELS
(SEE SECT04 AS TIVUZ;
A"UCA" (SEE 301TIONS AS APPLICABLE)
VAX_' 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, MIN.
IW/10. 2W/10. 3W/10. 4W/10,
SW/10. OW/11 & 7W/1 1
ANCHORS: FORT CONCRETE 9111 SCHEDULE ON SHIMM 8 & 9__.-
FOR WOW SEE SECTIONS 00 SHErTS 10 A IT
REGULAR STORM PANELS (1) & Q ELEVATION
N.T.S.
,/,. I
Mo. GAIP
0
2.or 1/4- M.. GAP,
(MIL OMD11AP WHOLE VALLEY)
INSTALLATION DETAILS FOR REGULAR PANELS(lb
INIQ EXISTING POURED CONCRETE OR CONCRETE 8
r-R,=M fAMMAIM.
Ramon woultim
BMW 0) SHEET 9)
""'GUL" ON
FOR WOW SEE SECTIONS ON SHID, 12
M-1
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T
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0
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4
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7
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OF ILI I I us r 6k.. I' MIT.
OF V MAX I' NOT,
of 'L'
ANCHIN", no CONCRETE am sCINEDULE ON SHEET I
wl�x FOR wow SEE 11DIC111" ON SHIFIET 12
7
KQULAR STORM PANCiA,.q�k ELEVATION
SCALE
1/4' MAX. CAP
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DIRECT AMD W" MUNTING Drsm AN 06 moLanim MKaLMWK0
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IME MR
E.D. - EDGIE 01151ANCE
(SEE SCHEDULE ON TOP & BOTTOM MOUNTNOS CAN K
SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
I INSTALLATION.
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WALL AND FLOOR MOUNTING INSTALLATION FOR
SPUT PANELS
F.
C
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c wm.L
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X OR
RAZI MULLM SCHEDULE
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VAN, (m)
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WK NISSAN" -
4 4,-r
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4!-r 10 S*-r
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r. 5'. 1/6'.
r-P 4* 9 114'
w- ter TO V-07
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LWTALLAMM -
SCALL. 1,4. - I-
XNL-maumm -
WALL 1/4- - I -
film:
1. INSTALLATIONS
V" FOR BUILDINGS WITH A.S.D. DESIGN LOADS
UP TO &;; "AND PA�EL�� UP TO 8'-S'.
1. FOR NEW WOW FRAME MK IS TO BE SOUTHERN
I PINE NO. 2. W/ SPECM DENS-ITY OF 0.53 OR EOUAL. I
TOP & BOTTOM MOUNTtNGS CAN BE
COMBINED IN ANY WAY TO SUR ANY
INSMALLAnON.
NOR
10m
SN Inv,= I
WALL At FLOW MOLWFM
(SECTION AT TOP 15 LIMITED TO +55-5-97.0 VAX. WALL 1/4' 1'
A.S.D. P E 4 1 PRESSURE RATING)
DWALLA31ON SEC11M A&W
SOOLL' 1/4- 1*
CONOMM Akc"on ookvm Amoco FOR �� ANCHM = 91PROJILt ON OHM 141;
(m mommw ow-N,� ou WOOD saw m sscmh III SHM Is
ow 14) &
14) Oew I) *IA 2/4- MA 3/4 at 4/4 2 & IW/15 r
Pour"
3w I-00,
PC~ CONOM
TL
f&OUM
r4a amm
somm" me polm cwuxl PAP.) I me I
PON Z :F = I
To Was
cm
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14)
Paumom COMORKM
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SLOCK WALL
L*A 2/4. A/4- V4 am V4 2� 16/115 LIJ0.1, 9 : IW/15
ON TOM msw MOT= L
AM W/NO UFT SAFETY PANELS .11001 OF LIFE ISEE mm 110.0"
1. REIKAAFt PAjall W/ OR &qVy pANft -.1
NIS! W/O REOLLAR TRACKS SEE r
L K= LAST PAN& (D To st mmum As
comoom AND�m
scmak" on PONIX CPDOIC SHOU.
OW 14) POuKmD OPTION J1 STORM WS COS No 0.
TO K INSILALUO) Olt NWOM FROW OWE
OF SrOluefum
4) ELEVATION
WALL MOUfMNQ INSTALLATM AND rLOOR MOUNTING; INSTALLATION SCALE 3/32-.1,
SECTION I SCALE, 3/0- - I' =-Koo" SCALE 31W I' "Ar-4, ANN, GAP T ". AN.
aw
1. LIFE SAFETY $70fte PANEL CAN WE LOCATED AS AN (F.1
Olt As AN KTERIOR PANEL (ANY PANEL LOCATION 0
LIFE SUM PANELS WAY ON MAY NOT WE INSTALLED NXIMM
OR WIO OEOUIAR TRACKS.)
* GALVAMM SIM STORIA PANEL AS SECTION 8-8
PER SHEET 2 Or DOMINION. SCALE 3/32--l'
2' Lrat" EmM PffaSatLr CONvKmREOO .0'030*R INIFIALLED FROM THE WSIDE Or
STRUCTURE Iwo
J LIFE SAFETY PAIC REQUIRES TOP TRACK TO K COMPONDOTCD& sornam Twom To .. ULLI
omwf*or. ...........
VVFA THIS
!!OVC:o0LNENT ll�: ON FLOOR MOUNTED FOLLDWR40 SECTIONS I &
7,05 L I & 2 ON SHEET 14.
FLORIDA BUILDING CODE (High Voloolly MOO no Zone)
SCHEDLILES J& X SHEET 14. Dom Im'.
4 hwio'O, vmmmw r sarm. IS arm ON dom ILUM IND. 20 ON GALVANIZED STEEL SO PANEL
COMPONENT MAY BE PERMANENT Olt REMOVABLE GLOBAL PROTECIM 97"Ve'"'
5 SEE DUALS FOR INISTALLATION INTO WOOD FANNIE BULDOM ON SHEET $5. FlOOLIM, LM
\&.,l 41W.Lal ~
S, SEE SHEET 4 FOO DETAL APPLICABLE MTHE HEDESIOTY FOR THE INSTALLATION OF I'S PVAM CM4)=-714k mr (.)..1 20-176
SPACERS AT TRACKS INSTALLED ADAW" AND BEYOND TO STUCCO/WOOD SAM NOW. -, We -- -- I
a* -come
PAL *M,4WWAUglWn W=A..M 1. PIL
;;6 1 SO.
MAXIMUM A.S.D. DESIGN FOREMK RATING (p.a.f.) AND CORRESPONDING
IMIMUM PANEL LENGTH "Lo SCHEDULE
AN -low-
I
am.
I" �
um
.S&A -no
r-r DO u:n
21/4-
UNIMM
I THIS) a a 7
4MA -71A
Ir-W TO r-r m-
2 3/4*
ummia
I IN11115417
+0�06 -mo
w-r To tir m-
a yr
.4" -4LO
If-e OR UM
3 112-
S. 9 4 10
- 801.10) S/ 1/4'0-Skl* AX " A 0~ Off OWIPLAP A VOUM"OF P09L
MAXIMUM A-S.D. DEStGN PREMURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR
SPACING SCHEDULE )R REGULAR STOW PANELs ni & 0 INSTALLATIONS
INTO EXI:MNO CONC TIE & CONCRM KS
muc ONLY FEW PAmi6ja GoommAnoms is PER ownwo I rOm 7. am samrs 4 a s)
NOWINIAN AS, .
Go"
rrxmm
wow (".1)
wxmm mom wow PON ED. - I i/r -
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OF r�m
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r
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r
N/A
2 (San
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KA
N/A
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w
A/A
or
A/A
2 (SNOW
N/A
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r
WA
N/A
or
w
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P/A
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K/A
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� ANOM SPOOM
11. MOND ON KVMU ON= ANCHOR V4M BY k%LWLVM 01141010111 OWN 00 SOMM" OV
U FOLLOWING FACMW IN 14111 OPMM 10 IS PONOLL RELCO WNW OMMM OWN PPCTDO
SOM NOT IN LOW TWO SPACING 0100119 IN UON MOM IM AT AMMONS LMO&
lops
1/4%
-
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AP -
m-mv
ig
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PANSLAVOT Flau a OR
PUN ito 1/2- a , NINO I
)NWAM POdMWM Af
r coam ow PLm no
a UP To w-r NIL
Alm
1. INSTALLATIONS AM ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
UPTO +55.5,-72.0 PSF AND PAPWS LENGTH UPTO V-a'
2. MR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
UnFOR COMMINATION OF SECTIONS-
BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION. I
STUDS 0 OVY
OVERLAP
21/2 * OCj
I
HOLD I.
No. f4167
20 GAGE GALVANIZED STEEL STOW PUMA
ro,
--co-.
I -al
DRAWN W.
GLOBAL PROUMM PRODUCU, LLC.
I
4m to.11 Inm
01014.
aw-" w 7 A* WWWWO Mo
20-176
OW VL 311316
P"m ow)M-784% Aft "")NO -am
P-: we Iot-mme, Ow � go W-m
Oftwoom ft
1-11 - -
C...Ow"
. Fdlq��- �,
NMI Or a j
=&i a
INSTALLATION DETAILS FOR REGULAR PANELSCJ)
INTO EXISTING WOOD STRUCTURES
& (a
7,
op
ED
7
mmum
ON.
ALTEIRMAIM
lw
ALTERNAIM 2w
SCALE 3/11-1-
SCALE 3Aw-
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TO OLASS.
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ED
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1 11
NOW
PA.
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on"
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To
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C"Oftw
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To
Comomm
10
Como=
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TO
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70
CPCNM
am
10
10
mcommoom
To
70
I SLOOK
6
VANN
mm
+55.0. -72.0
1.
N/A
N/A
N/A
r
N/A
IF
N/A
11-
1 N/A
I SO 2 (TOP)
r-w OR LOS
-r
_7
I (BOTTOM)
+55.0 -n.0
8.
N/A
NIA
N/A
1.
N/A
C
-
N/A
_
r
N/A
1 0 2 (TOP)
>51-O' TO r-al
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1.
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4-
2 (BOTTOM)
r-1.
+55.0 �72.0
2 1/2- 2 1/2*
4-
3 1/2-
2 (BOTTOM)
'r-f, opt LESS
+35.0 -72.0
2 1/2* 2 1/2'
N/A
WA
2 (BOTTOM)
).7b-r To W-W
1+55.0 72�;
1 N/A N/A
3-
r
2 (WITOM)
r-f- TO 8--m-
ALTERNATE
LOCATION
AT END PANEL
0
4 1 $IS sm
J ScNNjj Ll SCHOULI
i �-3-- is Pan 02 FOR r-
L ANCHOR
MMW%CM
m"
DETAIL 2 - FLOOR M(XJNTING INSTALLATI TO SCHEDULE 2)
WALL 3/ir - I I
MAXIMUM A.S.D. DESIGN FOR URE RATING 41t.m.f.) AND CORRESPONDIN
MAXIMUM PANEL LENGTH "L" SCHFDULF
-*�L)
New
�066 -no
I r-ar I
= UNITY It FOO! ANCHONS INN a VACANT PON INSIALLOOKoll WIC OWNS) PAWN: NOUSNI,
UNNO no" SPOCOWN om INDIANA KM � Am INNICAND ON Wo SWAMML FOR
m Low Sell mmm of mmu mn 100,101 "am ON WILI"Ym WAOW
INDSO, ON SCMUU IN W FCUO" "VM. PON IOWA OMMOM 30 K POSSIBLE
IUU= SPAWN aumn us" FACTOR am ANY SO us INN WAWA w�=0
some MR PAN mW*ION TYK Ar ODOM tmpa
AM= m
1/00
1 1/06
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3
3
1 1/2
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3
3
s
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momm. m fen mmm
Now
2%
ME
ANNIE, ONLY Me PAMM-Stl')& fZMWMIA3� AS PER INCTIONS I TAM 10. ON SHIM 4. A, & 61
VANOW
ASA Dow
�M ANIONS OPINION PON LAL - 3 I1r -
APPLOW TO
f
UPCON
or UP-W
wommot rum ID
Patuga PLUS
su
MISSION
AWAND
(P.O.)
70 OONORM
in
SLOW
To CONCOM
To
Km
10 CONCAM
To
Cl=
To CONDOM
To
CONOM
@I=
TO CONDOM
To
ILOCK
TO CONCOM
To
cal"m
mum
Aw MMWCN
OF row
wom -V (00
1.
N/A
NUA
N/A
1.
N/A
9-
N/A
1.
N/A
N/A
N/A
I crom
6"
A-
N/A
N/A
6*
1.
1.
1.
r
B.
NIA
N/A
I (Norrolm)-
6.
N/A
N/A
N/A
N/A
1.
N/A
a,
MIA
N/A
N/A
2 (TOP)
G*
N/A
N/A
N/A
Sr"
N/A
3-
N/A
51
NIA
N/A
N/A
2 (morrm)
50.5, -72.0
N/A
N/A
N/A
1.
N/A
1.
N/A
1.
N/A
N/A
N/A
3 At 4 (TOP)
TO IF-r
OR LESS
1.
4-
N/A
N/A
a
6
6
6'
N/A
N/A
N/A
kN/A
Ir
K/A
V
NIA
N/A
N/A
7 (TOP)
1.
4-
N/A
N/A
1.
1.
1.
1.
1.
1.
N/A
N/A
4 & 7 (NOTION)
N/A
N/A
12 1/2-
61/4-
12 1/2-
5 ?/A-
6 1/4'
61/4-
6 1/4-
6 1/4-
N/A
N/A
5 (w/sonam)
+90,0, -53J
N/A
K/A
12 1/2-
6 1/4-
1 12 1/2*
6 1/4'
,
4 1/4-
6 1/4'
6 1/4'
N/A
N/A
6 (TOP/lOT11010)
W-S' TO 1 77
2-
+OLD. -72.0
N/A
N/A
61/4-
N/A
51/4-
N/A
6 1/4-
6 1/4-
6 1/4'
61/4-
N/A
N/A
6 CYOP/lOrrOM)
W-S* TO
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
6 1/4-
6 1/4'
6 1/4'
6 1/4-
a. 9. 10 c").
+43A -40,0
6.
4.
N/A
N/A
N/A
N/A
141A
W/A
S-
6 1/4'
6 1/4'
8 (BOTTOM)
an LESS
1.
N/A
N/A
W/A
N/A
N/A
__!LA_+
1. 1
8 1/4-
6 1/4'
-
9 (BOTTOM)
OR LESS
rN/A -1
N/A
� N/A
, N/A
N/A
N/A �
N/A
N/A
6 1/4.
6 t/4_ 1
6 1/4
10
$IS BOOM 14 11 AND 1 0 ANCHOPS TYK A SPAWN MR 81511ALLANDING INTO WOOD POOR INALAWIS,
a PC
MUNN ANCHOR OPACIANO NO MONSOON VOK DOOM AN MOWD ON INS INNIVAL MR LIL LESS
THAN INWOOD ON SONNIAM WISKM ANCHOR TIPNONQ BY NlATftYNQ WOOS 000 ON SMIDDLAS BY
THE FOLLOWING FACTORS FOR " MENTION 10 K MORL ISIONIM WV404 09Lm UBM FACTOR
SNALL NOT IS LOSS THAN MUMN SPOCS4 21000410 FOR CAM ANCOM rft AT MOM aMM
ASPIRIN THIS
1/4'.
OPINION
11,61.
OF W�OW
114%
Ile.
I/ro
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1/4'.
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LOS
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IV
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Va. PANEL L04M
cm NOTE 1)
I
OF 'L*
OW"o
4 I/e OIL
- -, - - --A
PANDLIAN PM
ID,
" or PLATE
AT MENINTIN OF P
pawl 11211 Do," Anm DIREM MOUNT NOW INSTALLATION
miffale. AO 1�3 1 W
mm
1. INSTALLATIONS FOR ALTERNATIVES &W. SIN & IOW ONLY VALID FOR
WOLOOODS WITH AS.O. DESIGN I UP TO +43A -46LO p.s.f. AND
PAINOWS LENGTH UPTO 12*-4"
L FOR NEW WOOD FRAME CONSTRUCTIOW. WOOD MEMBERS TO BE 9011THERN
PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EWAL
acTumm, I
I t:== CAN BE
COMBINED IN ANY WAY TO SUIT ANY
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7
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�3' WX 416 3* MAX.
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OPTION #2 FOR UFE SAFETY STORM PANE
ELEVATION
WALE 3/1$"-1*
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I irk- , -
SECTION A -A
war 311r.1-
IT TJA41T[1J7W-W-fljmf1 *I[ej'km �J **-11jJ V;T-Nilk 1rNf-wwmwY
MAXIMUM A.S.O.
DESIGN PRESSURE
Max. PANEL LENGTH
L (tt.)
MINIMUM SEPARATIOIN
PANG.
RATING (p.s.f.)
(SEE SECTIONS)
TO G
CONDIT"
+55.0. -72.0
a' -a'
2 3/4'
UNEIMTED
0 r O.C.
THKADO
WOOD
0 r D.C.
rIoapm
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i
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0
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PANEL LENGTH
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1
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(KE "m I BELOW)
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DICOM LOADS
.
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AND MWELS LENGTH UP TO W-r.
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Poor 2. w/ vowic mmurr or Mon VILML
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Se"
COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
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@ STOP an
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INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
weA IWPOON $jic"m INCOM mmm V4 ANCHORS
. ". TAPOID"
D.C. Qz. Oz.
i
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IVAIGO If
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MOMM ANCHOR 11141010101 NO WOMAN
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A
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IS um THIN �m wAcle $011cmw
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r
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on 11.111 is)
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114
As I :"
fa
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TMON41"mMor MATE
WALL MWONJ DWALLATM
SCALE 3/r-l-
um
1. INSTALLATIONS AM ONLY IVIUD IN BUILDINGS WITH A.0 DAN
UP 10 +55.5. -72-0 PST AND PAMEL'S LENGTH UP TO r�-F.
I MO NEW WOOD TRAM CONSTRUCWt WOOD MEMBERS TO WE SOUTHERN
P" No. 2. w/ spmm DENSITY or c.35 on EWAL.
D.C.
t
w.
F
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CLASS
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L A
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(BEYOND)
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* 4 Ilr D.C.
CONCRETE
L-POARED COMCAIM
on CONCRETE BUICK an ewcpm BLOCK
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WAU -=wLj WALL NMI ICA., A
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(SEE MUTE I BELOW)
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TO IS IMPAUSO AT VCH MAX, Aulows at
.4 cl, =.L':::� �1- III BE mawn AT eme.
M.-.12ALWAIS K
MICAL ELEMA71ON FZR S TYPICAL 011AN " To-ft.. I==
I" HANDLE TV FACIVIAX AIM ELIEVATIO"R
E-Z HANG STORM PAN Ir INTID0110 to BE wmffAue moom
Sm O/w. gL Pim or sTwjcnw E-Z HANG STORM ebHCL
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-ALI so op
ll >�
ar W&OW,sx-0.0 SECTION 8-2
am Sm 4w - V
0). W3mLaLsom-wo r - 2 moso stow PANEL smu cmmTm OF PANEL +
TRACKS AT TOP At PMRW7t " OR IS* LOW
V). E - 2 HAND SI PANEL SYSTEm CONSISTING OF PANEL rAl BOTTOM W/ PANELMAFM
Ccont TRAM TOP At BOTTOM. (2). 00 PAWS SHALA. ALWAYS WE CONNECT WALL BY MEAN OF
SHALL BE CONINEC' To W4
(2). IrDS ALWAYS TK AERVIRSE A STOP BAR PANEUAAM Olt, IF
OP CONNECTED TO BOTTOM TRACK Or oWnoocmmmff 0001"14;Z-21
=SPAROLLIDED A? Of SUCH PAMELS. F EG At
(3). SKILL CON= OF rl:(Z3.i
L/47- - - MI.. THUMBSCREW (3). MR COB WHEN END IIIANICILS ARE jE�W
UMAM' WFM WIN Al EITHER OF TWO Tnjl.(p AT
PWZ/"5 LIM
EXTERIOR RAT nA*4m OF END AMIEL DO PANELS ARE MOr STOP w
(4). IN CASE = TO BOTTOM TRACK .. A STOP 90 j".om NK Pr4vm AT " or
W -ffT%o:=.- K CONNECTED04; BOTTOM TACK 0 E=
y g. (4). =a= WHEN DO PANELS AMID WINE ANKIWOR PANELS AM DIRECTLY
ONLY
USING SPECS ft" ON NOTE �3) AML IM SUCH CASE. CONNECTION 01 PANELS Vag )= OF PA.NO�
MY MAY K USED
TO BOTTOM TRACK MINY OCCUR AT LOCA1110M. %.T.O PANELMAT13 SHOWN ON ELM
SEE SECTION 1'. 3' Ai C ON SHEET 24. SEE ANCHOR SO4EDULE ON SHEET 25. EDGE DISTANCE. FOR TED I C%= = U=SM AM BE IN.ALLED
NOT NEED TO ONE CONNW THIS V
(4 M
SUCH LEFT 6 RIGHT SIM OF PINKEL) Nw[
THEIR mmomon.= III.
AT AFY TO INALL
INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INTO EXISTING PORED CONCRETE OR CONCRETE BLOCK STRUCTURES
-V4
Tom me"m TAPOON ANCHOR&
D.C.
mmum i
It
19
r
70LI.-'101. AIAI�. PLUS W/
7/Wo . 3/32' WIND NUT WASHOR
0 6 1/4- D.C.
=mcm?"Coo.
f&*UWIED
WALL Moulm 'A' I ATMW
%
NffM
K PANIEL
SCALE 31r-l"
m SHORT is At so AIM AMHM rat a
114*1
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t/4%
ovan I" $wV"Nraw wso wow
up, Now womme, 0'4
1
3 1
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MMWA.AWCPM MAMM AND MBMM
DKOWM=AMtVOWMCMrdG
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3
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BY "Ir PDLLown FACTORS, To Do
CPUVM TO AS POOftL 1110DUCID)
IV410 ONDOM WM FAC SKILL SAW
a " "AM wmm wrAms lawn
ow vxm mom rot on we sommu
t/r
r
31ff
a.
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i
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Z143132, Irm NUT w4SHEA
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OR co"Com SLOCK
Rfovm
WALL MQYM I AIIATION
N
PANEL
a AWN
SCMz 31r.1"
is
Ax
1. E-Z AMA STORM PANCL SHOWN ON THIS PRODUCT ro"ATION DOCUMENT (PXD.) RAS KEN VERIFIED FOR COMPLIANCE IN
&I) NOONAN ENDED" OF TAPCON ANCHORS AND PANEWIE FIDULE 0 Ar PAHELMIkTE PLUS IMTO CONCRETE
ACCORDANCE WITH THE 2020 (70% EDITION) OF THE FLORIDA, K"= CODE
mLoc 94ALL BE 1 I/r.
DESIGN WIND LOADS $HALL K DETERMINED AS PER SECTION IBM OF THE ABOVE MEWFIONNEG CODE.
&2) WO" BMMMDIT OF 1/4-10 IT 7/9- CALK-414 ANCHORS WALL BE IS 7/8- Mito CONCRETE.
MRA WINED AS REOUREID My THE "ASOICTION WHERE THESE SHUTTERS WILL K INSIAIIALD AND
NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
FOR A DIRECTIONALAY FACTOR Kd-0.05. USING ASIDE 7-11 AND SHALL NOT ExCttD THE wMmMUM (A.S.D.)
)/A- f-20 55 WEV^X SOLIS USED SHALL BE LONG ANY FINISH "TENK ONST) To
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26.
ENGAGE 3/4- NATO ANCHORS.
IN ORDER TO VERIFY THE ABOK CONDITION. ULTIMINTE "M WIND LOADS DETERMINED PER ASCE 7-16
SHALL K FIRST RERM TO A.10. OWN WIND LOADS BY MULTIPLYING THEM MY 0.6 IN ORDER TO
&3) IN CASE THAT PRECAST SICK, OR PRECAST CON PANELS BE ON THE [Mnm WAL
CRETE FOUND G
TO COMPARE THEIIE W/ MAX. (0LILD) DESIGN PRESSAINE RATINGS INDIC017TV ON SHEETS 23 0 211.
ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE KHOO SUCH PANELS. ANCHORAGE
SHALL BE AS MENTIONED IN ILI) AND IN 02).
IN DOM TO VERIFY IMT COMPONENTS AND ANCHORS ON INS P LO. AS IESI WERE NOT OVER STRESSED. A 33% INCREASE
W ALLOWABLE STRESS FOR WIND LOADS WAS fia USED IN I Z4ALYiS. FINSTIENERS SPACING TO I" am
DETERMINED IN ACCORDANCE WITH ",S. 2015.
(C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS or THE ANCHOWS
STORM PAWLS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
THE ASOIIE MENTIONED CODE AS PER FENESTRAWN TESTING LABORATORY. PC. RUM f 2032. AS PROTOCOLS TAS-201.
11 IT SHALL Of THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS THE STRUCTURE WHERE SHUFFER
or
TAS-202 AND TAS-203.
a 10 K AITACHED TO VASURE PROPER ANCHORAGE IRS SHIJTITR 94ALL ONLY K ATTACHED TO CONCRETE. BLOCK
2. THIS SYSTDA PAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSVIO THE FROM THE
OPENING
INSIDE W/O THE UK OF A LADDER OR UFT. THIS A"LICATION IS %XV WHEN INSTALLATION 6 INTENDED TO BE PERFORMED
12. THE 94TALLATKM CONTRACTOR IS TO SEAL/CAJAX ALL mwntm COMPONENT Mm wNic" wAmm IN cour"jous
FROM THE INSIDE OF STRUCTURE.
CONTACT WITH THE BUM" TO PREVENT WINQ/RAIN INTRUSM. CAULK AND SEAL SHLYYDR TRACNI; ALL AROUND FULL
LENGTH.
3- SERIES ION INSTALLATION IS APPLICABLE TO SINIGU AND DOUBLE HUM STYLE WINDOWS WHEN INSTALLATION 6 RECLAIMED TO SE
PERFORMED FROM THE INSIDE Or STRUCTURE
13. STOW PANEL INSTALLATION SHALL COMPLY NTH SPECS INWATED Do THIS DAW04 PLUS ANY BUILDING AND ZONING
KOULXTQNS FRONIDED BY THE JUIVIDICTION WHERE PERMIT IS APPLIED TO,
4. SIM 2000 INSTALLATION 8 APPLICABLE TO SINGLE AM DOUBLE HIM APO HOINZONRAL SuDERS STYLE WINDOWS WHEN
INSTALLAMON 4 RIDOUP" TO K PERFORMED FROM THE PAM OF STRUCTURE.
14, ATRIUM W94DOWS AND DOORS, INC. E - 2 HANG STORM PANEL VSTTGT- S VOW MOM
-111 ALLOY AM I
5. ALL ALUMINUM EXIMUS04 TO BE $063 (UNLM OTHERWISE NOTED)
15. (x) THIS PROD= EWILLATION UMENT
�&X . �.JLPREPARED By THIS ENGINEER 15 O1DXft AND DOES NOT PRDIAOE
INFORMATION FOR A SITE PAIM . WHERE THE SITE CONDITIONS Ob-Alt FROM THE P.E.D.
6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY.
CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AM INSTALLATION INCLUDING LIFE SA:rTy OF
7. ALL SIM SHEET METAL PANELS SHALL KIME STRUMPAL OUAIJTY SIM, ASTIA A-4413 GRADE 50 Min.. GALVANIZED SIM
THIS PRODUCT BASED ON THIS P.LO. PROADED HE/SHIE DOES HOT DEMATE FROM THE CONDITIONS DETAILED ON
DESIGNATION W/Fy- SOLO Iwx (AFTER ROLLED).
THIS DOCUMIENT. CONSTRUCTION SWITTY AT SITE IS THE CONTRACTOW'S RESPONSIBILITY
0, ALL SCRM TO SE STAINLESS STEEL 304 OR 316 AIM SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON
(9) THIS PRODUCT EVALLATION DOCUMENT WILL BE CONSIDERED ONVILIG IF MODIFIED
5OOiS W/ 50 kal MA VR04TH AM 90 #W TENSILE STRENGTH A, SHALL. COMPLY W/ nmm VULOM CODE SECTION 2411.3.3.4.
(d) SITE SPECIFIC PROACTS SHALL BE PREPARED BY A FLORIDA REGIFIERED, ENGINEER OR ARCHITECT WHICH WLL
9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL. Olt AIM 304 SERIES STAINLESS STEEL. WTTH 36 W MINIMUM YIELD STRENGTH.
BECOME THE D4kM OF " FOR THE PROJECT AND WHO WILL K RCO04W FOR THE PROPEot
0, R".B.)
USE OF THE PI.D. ENDOW OF . ACTING AS A DELEGATED DMNM TO THE P.CD. ENGINEER, SHALL
10. ANCHORS 10 WALL SKILL BE AS FOLLOWS:
S~ To THIS LATTER THE SM SPECO DRAW" FOR Rr4rWL
(A) TO UUMM POlMn CONCRETE
I-) THIS P", SHALL SEAA THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE ENGINEER OF
1/4'o TAPCON ANCHORS AS MANUFACTURED By LT.W. BUILDEX. INIC. (MIM. V-3192 P.L)
RECORD THAT PREPARED fr.
I /4' 0 X 7/0* CALK -IN ANCHORS, AS MANUFACTURED BY DENALI W- (MIN. V-3000 p.J.)
014-10 PANDAMITE FEMALE ID At PANELVATE PLUS ANCHORS. AS ~ACTU111EG BY ELCO CONSTRUCTION PRODUCTS.
16. STORM PANEL MANUFACTURERIS LABEL SHALL BE LOCAYED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA BUILDING CODE. ONE LAO& SHALL at KACDC FOR EvERy ()P..
LABELING TO COMPLY WITH SECTION i7ov.95 or THE FLORIDA BUILOPOG COOL
1) MINIMUM VMMKW OF TAPOON M04M INTO POINTED CONCRETE SHALL Of 1 3/4 -AND 2- FOR PANELMATE
FEMALE 0 & PAINELMATE PLUS.
A2) MNUA DOCUMENT OF 1/4-00 x -IN ANCHORS S14%LX K 15 7/6- INTO CONCRETE. NO EMBEDMENT INTO
ANN FINISH MATERML SHALL SO
1/4* o-20 86 ISIDEIN" SOLIS USED SHAILL K LONG ENOUGH(SHOULD ANY FINISH MATERIAL Can TO ENGAGE 3/4"
INTO ANCHORS,
"'N"'
X3) IN CAM THAT PRECAM STONE. PRECAST CON(CRETE PANELS. OR PAYERS IS FOUND ON THE EXXVINO WALL OR
FLOOR * ANCHORS SHOLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHNO SUCH PAVD.& ANCHORAGE VAAU.
SO AS MENTINED IN AJ) AND IN A.2).
(B)
- 1 /4 - A, TAPOON ANCHORS AS MAKAACTURED BY I.T.W. BUILOCIL INC.
FLORIDA BUILDING COK fth VoWeny Muffloom
- 1/4' A, X 7/6' CALK -IN ANCHORS. AS MOMWACTURED NY DIDIALT PC. (f*..I%* Pe.l.)
- 014-10 PMUMTE FEMAIA ID AND PAMnJmYE PLUS ANCHORS, AS MANUFX7URED BY ELCO CONSTRUCTION
am 111111211, w_
20 " GALVANIZED STEEL STORM PANEL
kin-
-
PRODUCTS (V"2071 V�i.)
- - - -
wm
MINOR,
elm
INSTALLATION - DETAILS FOR SERIES 2000 AND 1000 E-Z NMQ STORM
PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
ow
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1.
1.
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1.
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+66.0. -75.3
12,
31
12'
S'
1.
1.
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70' OR LESS
N/A
NWIA
N/A
N/A
N/A
N/A
12 1/2-
11,
2' (OOTrOM)
7'
"/A
6 LIZ-
W/A
1 4 1/2-
N/A
4 lIr
N/A
3' (TOPI)
12*
4N/A1'2
E
K/A
9 1/2'
"/A
9 1/2-
N/A
3. (BOTTOM)
12'
H/A
t2'
N/A
12*
N/A
(TOP)
12'
AL.
91/2-
12.
12-
t 111
4-(BOTTOM)
__j
UMFIED TO OLO ".t. A.S.O. 11 1 RUSSIANS %AIM.
&SM slow so "a ANN= rot A, 2Rmw MR 011"LLO&d WM wm
FrAit OULOW
ummm ANCHO IPW== AM MPWM OK owma An oxwxm am Now
SMIMULL MR LO. UM "VJO PANOM OR SMIEDULL MMM "W'" pvc"
111Y MIAMIANS SPACING DOW am OMMU IN INS YOUMM MICROS. MR
rm OPOWM 10 It POMML NO= OVAME aawn L� Foe INIALI
tax mmum voc" New= FOR 1010H moo"= TYPE AT
YM
1/4'.
wom
1/4'.
t/4`10
1/41.
Opub-oll
mmNvm WAMN W
3
3
3
21/2
Sullivan
ILAL MIA;
to
3
3
A
3
3
31/2
31/1
4
Ina LIS, mmm
*am
All
-
A. a
lso
- '40
As
140
+ mocumn kin. obvirmom wram wrMM OF Rva 1
me ID TO BE I/r 1".
M-
+ + K*AM M DWAMX KnV[EN 101101d Of PAPIRL
AN IZ TO IM 311r 3/16-
M".
ri
COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
(SCALE 1/2-l)
--ISA23' (MAL VfdYrH)---
.7W
.5010, (urerm - -
1/4'
.12V
-37 AMU All 6 1/4
ARGIC
3.2
r am a Is 11r or-
f
2AW
i J
-
OCTAL A ------------ EDGE (To.)
STOW PANEL 7:_ ---
]�t= �- OCTAL Ai3 2.000
op" -Ijw-.
FMOS 1101111.1. K Mft= AUIM
FROM LEFT 10 mm W/ 1/2' in
a DID AT LDFT IM Or PANEL IN* HEAI*R 'F' TRAM ANIKE WTM SM
UP. Top ON
OA24- W)
PWIEL
A10,11% PIT� LAO G&W#A=
jw �
We memorm am - A,
jw
4 O'H 11.2110`10
<, . I ; -1
4w 0
L581*
OR (Y)
VIEW DIETAIL A
A-
Aio_
ROUNCIED CORM 0 ENDS OF PANELS t - MIN, AM"
DID UP W/ HEMMED EDGE. .4- on, J25'
(N.T.S)
7 AUAM-1
2.SW I -
opt' .067, � I
Jw 3105-MI54 ALLIM. ALLOY KEY PANQ
3.7iC
.0"* KEY HIXE WASHUt N= AT .$a SNW a mm ADDOOK
Z.1 1 24 __J.?w - Ummovems IF somom Uporm is I
Get* .1w I-- OKV U" m parmAimm om
! - w- 2 1 wim snwclym.
i J`75' (�) L.Ur -'
1.2w
-2.OW- 3,7!w
L7,103
in' 2.0w i
"'Ij 1
2.541* t-Air
1.010111 L_ !,1 1.750'
U" HUDER j
REV. "No HEADER I' MOM. TO r M - __ I I
---2.0w L
@ EMU HARM
J" TRACK
(1 1/4- WINJ
(USE ONLY FOR E-Z HAND 151 PANEL
27S* Ow SYSTEM) ecom-Ts AAJM. ALLOV
MR. *
1.12V FLORIDA BUILDING CODE (Men Mob Wellichfty Nuu
T4t
rNo.i44167
IN, "3= lot
24 QNSE GkVAN= STM STM PANEL
L STAT OF mm ow.
"/V/Nn
+ 17
QLOBX PROTECTION PROOM 11C.
1b ..
MN.
11011C0111114.
La. So INW
SOL.
gAvit. m 304
rAmm OM)M-764L FAR, C"4)M-GW 20-175
@ RUILO-OUT Ir BUMD-OUT *F' @ WASHIERM WING14LIT
TRAM AML (ZAMAC 3 ALLOY) PA. svtlmokatmtAwt offeelf
WftZ.A.,N 1. PAL
a Al 44167 a NIS
UP
MEW DIETAIL A
SHECIS 9 THROUGH
ON "EST S,
INSTALLATION DETAILS FOR REGULAR PANEL I
INTO POURED CONCRETE OR CONCREEE BLOCK STRUCTURES
ALTOOM CONCRETE
SHETIS I THROUGH 10)
vasym I"
(o CONCRETE 1
WALNKD. ALT~lt La
00"Colm
(SEE SCHEDULE ON I
11HEETS 9 THROUGH 10) � I
Ep.
; i
OE*
-L weS.
PAM UDWN
(SM SCHEME
ON SWEET 3)
TnH
OF
-a
LID.
a Irvr OC.
CONCRETE ANCHOM
(M WAXU ON
117101 1 % OF WALL OR SLAII
CORDMON)
SHEETS 9 THROUGH 10)
SHEETS 9 THROUGH 10)
AND UM MOUNTING
CrjLm
SCAUE 3/6-l'
SECTHM 4
NOTE FOR COMBINATION OF SECTION&
ED. - EDK DISTANCE
ON
SEE SCHEDULE Top a BOTTOM MOUNTRM CAN BE
SHEETS 0 At ID) COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
WE
a 17 I/r-
-I
T
�j
I IOLM
PANEL LENGTH
(SCE SCHEDL41
ON SWW 3-
q)
To GLASS.
ON SHEETS
1GwTO- (Ax scoc"t 96109
IEDULE ON SPACCII
I ZA�g
am SHEET 3)
v 6". s 0-- - �
on m PR�&
PANEL LENGTH
ON SHErr
(WE $04ma
OF 'L*
3)
J.
MAX.
MAX
sdox
SPACCIR
LENGTH-- OF v
L
a IA- Ila
CONCRETE ANCHORS
(SEE SCHEOLAUE ON
SHEETS 9 rANot4N
1 2 I/r LONG MAX. ALUMINUM
Toy
BI
'
SPAC
S 11
=' O.C. VAM FOR
ALL aMM Am PANEL
EXISTING POURM CONCRr.,&,-j LENGTHS PER omw 31
WAMM.
on CONCRETE KOCK
12 i/r D.C. (SEE TAsu #I ON
soomm 0 A 10.)
1* MAIL LOW MAROM SPACERS 0
WALL MOUNTM
/Ding MOUNI waum man a
I Ikk 0A CAPi 11 k"[W.Telf) 11MWI1191 M N
food
Tz ry__ "Im ro,
DUffrM 11000
4 sia,
A rA Do CFO
'71, 77
LAU
Cmt 01&i- SALL
DO or
5
MAL 1/" A.
wm tA
11100 1111borm
5
U&SM
I I
1
A
- I c
11'r -_
SBVP.MM
2
- A=
10 OLAOL
70 GLASS.
i
PAM 003W
All
10 ;-
It
tI x-
A
4
PAMELVAM a
ViNAILMANC "All W/
"mm A
7/0
No, THALAGO
JA KU)" 1 i
PONMT*"
12 I/r oc.
L40 SM -4'
toN`L. 111AUr
=AT Old OR
F iW-11- FLAT Do ON
it PM W 1
0
,
TION 6 2 0
INED
%EW
"W
ALTERNAME I
SCALE 1
1. INSIALLATIONS ARE ONLY LOAN
UP TO +@SO, -75.3
2 FOR NfW WOW TRW CONSTRUCTION: WOW MEMK" TO K SOU`rKft
- PINE No. L W/ SPECM DD891Y OF 0.56 OR ECUAL
119112-11;
mr & maryom MDUNTVM CAN K CDMBM IN MV
WAY to for ANY 24,U""ON,
SOMIL 1/4' 1-
"Me TRAMS NOT SHOW to CLANTv
POP PACT
r4m
41. U4 SCAM 0 51 ac. W/
lr w. pmEmom PDwmmm
mosym wm "[AM
tifti, Lat
FA CMD OF
a
tA KLOW)
W/
ATKIN
mE4m FKVJNM
2 r/w MIK
4-P LAC omm 0 Air 04- W/
Nk "MACM POilMUO
wm NLVO.
yz,.-,r WING
%, -
mc.
OCIAL IJ24 So
. I
1 *4�ffl
z
mw OWL%"
At
I
-1 17�
0 -1 1/4-0-2w.,4
m. Y- - m
W.-aw 41
TMUNS
"M IA
;.�%%./ voi--vw
C-L
/4'0. SCREW; or c
PC"%A,
(2)) rAx-_7
)00 PLATE ON&M 0 OF
At OR ON
AU10-OUT
FLORIDA BUILDING CODE (Mah VGFDCI#v HurrImne 71
Bit
1IMUM A.!LD- (R.R.Q AM CORRESIODUDINQ *1/4. 3/4. 4/5. 5/5 9/5
VKM r scum 11111/6. 2W/6. 3W/7 & 4W/7
JUM SIM= PAMn +2/4
AICHOR& (M SCHEDULE ON
9 INSTALLATM INTO POURIED CONCRETE, WOOD (t) 31 hpx SHMIrs S. 10 611) No
SMMX PAN11131(b N EACH
-7
I 7-r--I T 'I
MOUNTFIED AT CALM f
no WITH TRALESQS QD M -a& RA D.M..(D C3),
TRAM on be
MAXIMUM PANEL LENGTH
'L+" OR *L-* (ft.) 0
kVX&M A.S.D.
1
PI"MMM amm
(+ w
CONCRETE &
OWAUATON t
rr-01
I lz'-O*
Fs'-O'
W-jr`
Jae
til_r
11 -1.
JOLO
W-10,
W-01
400
Nt'-I'
01-4*
415.0
no
r-4,
OR*
1111-jr,
r-r
811.0
f'-0,
I
lad
r-al
r-O'
7"
r-s'
- Sao
r-r
4r-r
Sao
r-1.
SOLD
81-0*
$OOLO
S.-s-
S.-Ir
role
81-3*
S1_9*
I IOLO
11, E71.1
s,-r
0
III'. a
MAXIMUM0 IS NEL LENGTH
.L+.
MAXIM AS.D.
OEM
PMOIWJK *ATOM
CONCRETE At WOOD
OWSAAT*d t
no
pr�ro,
tr-r
jac,
JLO
to' -to,
s'-so,
44LO
#I-#,
410
San
SOLD
10.0
1 -1.
jr,if*
.1-4.
0 _1.
&GO
0
no
no
51-10'
FORD
one
f'-j"
§'-4'
F14LO
S,_
_11&O
r
PROAa
(m)
MN"m SEPARATION TO am SCHEDULE
WIND SPEED 9 170 .Ph
WIND SPEED 170 _p.h
Lomommombomme
I msw*mm
LUMSMAM
merrovolm
30 Olt Las
1.
I
1.
1 1/4-
-
>33 TO 90
I .
I "
7 1/2,
-
-
-2
1/2-
_Ww
mi
EA I
Wj
10
leb
PANELS
tIONoS AS
r)
D.M..CS
X�D
0
3: wx
1/4. 3/4. 4/5. 5/5 1 MIK
2/4
I
3W/7 4W/7
_AHCHDRS (SEE SOWXU ON SHEM It. 10 &1 I)_
REGULAR STORM PANEL mIELEVATION /4' MW GAP
Lower N.T.S.
Ow DOW -1 Ow wum
64-1
ON.
2,o
SECTION A-
N.T.S.
1.
0) L+: Mk*" NIOWAK FARM LOMM FOR A OWN POWM ASA 013
L-: M11K. ALLOWABLE RVU LOOM FOR A QWIDI HIEGATIME A.S.O. OEM
(2) PROCEDURE TO DC""g WAR" Fma Leapt
GMEN A POWK ALI). OMON LOAD OfflYAOSE MAURN PANEL UDOM
I SEE VCHEDIALE KLOW MR tM. PANEL LDM-FM PONGM ONLOC"M
09UMLAIM 000 WOW AM UMNM TO 1 85 P.Lf. VAX A.SA KIM POnOW RATING I
FOR WXL A" DAMON LeMed & MAIL PAREL Loplatile FOR
F. r-MILL I vow1m, 160 0 Um.
-
.44167
TA*
TE OF
ORI.Ib
.8m ra=m W-
- - - -
11LIEC 0 lug.
24 UK GALVAHM SIM STORM PANEL
J'A
WAN W.
GLOBAL PROTECTION PMWJCM Uc
m 11A 9, SOW
"Sub, (NM
At
t
-4 W
20-175
am 3 v in
INSTALLATION DETAILS FOR REGULAR PANEL
I - INTO WOOD STRUCTURES F71
1--TO GLASS, .
(M SCHEDULE
ON --<"
LOW 11) ON $"EST 3)
1k
- -------- v
PANEL LENGTH
f WOOD ANCHORS ZA Nm SCHEDULE
(SEE SCMEDLU ON ON $NMI
1/4* SmErr 11) EPA,",
11/2 OF X,
i -I Fwj1 MAX
; 1� , I , ------ I HSAm-
Ed
_T I
REQUIRED
�� i
Ed
11 MUM L NJAW" SPACM 0 12 ll;r
ON $MEET 11.)
WE "M UWTATIM FOR
L. MAX 1 1/2- LON mErfis.
VAX
ASS - PANEL LENGTH
LENGTH
$60141CULF
Ow 3) (SEC 904MULE (SCIE SCHEDULE
SHEET ON SHUT 3) 9-1 1 ON SHEET 3) 1 -AMAL MATE FEMAU 0 OR PANEL MATE
PLUS (SEE SO4EDW ON SHECT 11)
A
At he.. I
v
I =TO SEPARATION I
2x 4 WOOD
1 PLATE REQUIRED
ON wr 3) DIIIIJECT MOM WZ SPACER a
AMRMTM 2W
SCALE 3/0.1"
SEE &AIDON BMW
0 12 1/2- FOR MAX. PANEL LENGTHS a
D.C. T
It
MUCH LOADS FOR THIS INSTALLATION,
OF -V ED
0 12 1/2, D.C. IN
'�
� 4-111, .; - WOOD ANCHOM
. . I I j I
A STAGGERED W/ SIM
t ($a somms ON Vow OIL MAN, WE I 11r tm m
(1) MONAMN 4 LMO 10 A OW OMM MLOM WH W-W
2.1' WOOD 40 lloam I" MILAN fJOW NOW AIR
i7
PI&AICIII
PLATE Rscopftbr vium ~ ON
I IL -WOOD ANCHORS
Daum X4
OR
"or 'SC.MZ
r MIVI=LWI A- Ad
AN Tr REQUIRED
=7=0
L
=1�FOUB"
SHM 11) v nm IS A OWWWM MGM 12 I/r 0,14 VACM AAAM ON
vidu 10.
(1) AN
(3) WAL 26 OIK FAML LMM 4 LMM 10 W AT OF OMM
nM UAW ftM U3MM MUM ON
(2) wmm PM& uxm 0 WALL CT MOUNT
MOASTEIN.A.&IFIN
(q IRA MAIL K AS 'OILY 04
Lg&LOWW=COWOW
M SM" oma MMLQM a ONLY LAWS - RAM
we AN =nw um morms: vub- SCALE 3/0-1-Z
AL%MJPTWMIW ftffi m I ---
SCALE 3/8-1- t-of" n� Am pot sm (ft offoo or Twe PJNM
am
am
FLOM WILDING CODE (Non Mah Velocity HM aw"m
NOTE FOR 1. INVAIAATION AM ONLY VALID FOR MAX. AS.D. ftmob. W- tr
COMBRATIOK OF SECTIONS: No. 44107 24 WA GALVANIZED STEEL WORN PAM
DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS III
TOP & BOTTOM MOUNtINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1. STATE OLJDw PROTECTION PRODUCTS. I.M. w�"/M
COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 11LIECOomic.
C-
am
114MALLATION. 11L P� 'Lai XNW
q0AID 'ff 4w
...
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ..... 20-175
PINE Q boo.
SPECIFIC V* - R
55 SCAM4ERN okum ft
WDFTOD� No 2. W/
OR COLIAL m
WALM . ls
4*4167L
GENERAL NOTIES
(C) m
1. MM PANEL 11041OWN ON INS PRODUCT EVALUATION DOCUMENT (P.M) 'AS KEN WMM FOR =MLMM IN ADDONDANCIE
1"I'll TAPCOII AMCNORS. AS MANUFACTURED BY I.T.W. BUILOEX. vic
WITH THE 2020 (71h EDITION) OF THE I"" WUW4 CODE HIGH
THIS BE . AT
01 4- 0 PNILMATE FEMALE ID AND PANEUAAIE PLUS ANCHOM, A$ MAMUF4CTURM BY ELCO CONSTRUCTION PRODUCTS.
VELOCITY HUMOCANE ZONES (WM-DADE / OMM C"M).
1/4'01LAG SCRICINS PER N.D.S.
DESIGN WAM LOADS SHALL K CETERMPOM AS PER SECTION ISM OF' INK ADM MENTIONED CODE. FOR A bk9c WIND
7/16'* . 5/8* WOOD BVSKVC, AS DOTMWJ= OY ALL POW SO". SOLT a SPECIALTY Co.
SPEED AS WWM BY Tit JURISDICTION WHERE $FORM PANEL WILL BE INSTALLED. ^40 FOR A DOWOKUM FACTOR
WO-0.85, LOM AKE 7-16 AND SMALL NO EXCEED THE MAXIMUM C&S,D,) DESIGN PRESSURE MRTWM oc"TM ON SHEETS
C.11) MINIMUM INRECO PDCMMM INTO WOOD OF TAPCON ANCHORS 90" K 1 1/2- AND 2- FDA VLCO PANELMATIE PLUS
3. 11 THRU 12 & 17, IS,
AND PAMELMIALE FEMALZ 4).
IN ON" TO VUNW THE ABOVE CMMM ULTIMATE "M WMD LOAN OCTV%W" PER ASCC 7-If SHAM SE TOM
I== TO A.S.D. DESIGN PRESSURE RATING OY WATftVM THEM BY 0.6 IN ORDER TO COWWIE THESE W/ MAX. (A.S.0)
C.2) MINIMUM THREAVED PENETRATION OF LAC SCREW. INTO THE WOW FIMME UNIT SHMA.I. K 1 1/2-. NO THREADED
DESIGN PRESSURE MYWM M"= ON SHEETS 3. 9 THRU 2 At 17. 1&
PENETRATION INTID STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED n4nuM PENETRATION
IN OR= 70 VERIFY TW ANCHM ON THIS P.E.O. AS TESTED WERE NOT OVER gff4wo, A 33% INCREASE IN ALLOWABLE
STRIM FOR WIND Lam WAS 111K USED 01 n** ANALYSIS. FASTENERS SPACING TO WOOD HAS INEEN OCTEPRMM IN
C.3) MINIMUM EDGE DISTANCE OF LAC SCRIDIS. INTO WOOD WALL K AS OOCATO IN THIS MMM
ACCORDANCE WITH ND.S. 2016.
STOR PANCL'S ADEQUACY FOR IMPACT AND MMD RESWARM HAS KEN VWW IN ACCORDANCE ill" SEC" 141011.1.2 OF
CA) UMMUM PENETRATION OF WOOD OMM SHOLL K 3/0'. 1/4 0-20 SCM:*s USED 314ALL K 1 1/2' LONG Mmmum
-STUCCO.
THE = MENTIONED CODE AS PER MOW.M TEST LAD Or SOUTH FLORIDA MOM #01914,01-01 AND IMISJ02-09. AS
SHOULD STUCCID EXIST, AND V MWMN MR WAJ.S WITH NO
PER SSTO 12-91 At ASTIA E 330-02 STANDARDS. AND AMERICAN TEStOO LAN SOUTH niMM FIEPW 11123.01-10 AS PER
TAS-201 AND TAS-203 PROTOCOLS AND AS PER CALCLALATUM PERFORMED IN ACCORDANCE W/ SECTION 1406 Or ?HE
t.3) IN CASE THAT PROCAU PO4L OR PRECAST CONCRETE PANELS. SFUCCo OR WOW BOARDS K FOUND ON THE
FLORIDA $UkONG CODE
WAU. ANCHORS SMALL INS LONG ENOUGH TO REACH THE IMMN STRUICTURIC OEM RICH PANCM
AS
ANCHORAGE SIMLL OF TIGWCD I" CA , C'Z) AL CA)
2. ALL ALUMINUlo MORMONS To WE 0063-To ALLOY AND TEMPER. (UNLM OTHERWISE NOTED). SEE SAW 2
(D) ANCCHORS $HALL M MWALLED FOUD04 ALL OF THE RECOMMENDATIONS AMD SPECIFICATIONS OF THE ANCHOWS MANUFACTURER.
1 ALL ALLWWM $NMI METAL USTI) AT CLOSURES $HALL KAA 3105-HI4 ALLOY.
8. PAAIELS MAY ALSO Of INSTALLM HORIZONTALLY FOLLOWING INSTALLATION QUAILS SHOWN! ON SECTION I �M I MIEETS 4
4. ALI STEEL SHIEVT METAL PANELS 3140d.1 MAW STRUCTURAL OUALJrY STEEL AMM A-03 GRADC 80 0-00 GALVANIZED
THROUGH 5) EXCEPT THAT WAOICASIQ Ar* SIVU NOT BE USED.
VEEL DESPUNATION ISM- 92.2 Sol WIER ROLLED).
9. IT SH041 W THE REWONS@LfTY OF THE CONTRACTOR TO VOt" THE SOUNDNESS Or THE STRUCTURE WHM SHUTTER IS TO BE
5. ALL SCOM" TO BE STAP"% STEEL 304 OR 316 AM SERIES OR CORROSION IIIINWAMT COATED CAR"
ATTACHED TO IMSUK PROPER ANCHORAGE THIS SHUTTER StIALL ONLY Of ATTACHCD TO CONCRETE. ILOCK OR WOOD M"
oikDwn
SOCIS W/ 50 kid YIELD SnVD$MM AND 90 W TIENSOLE STRIENCTIN AMC $HALL COMPLY ill/ FLORIDA BUILDING CODE SECTION
241 , 3 .3.4.
10. EACH REG" STORM PANEL WITH UNGTHS OVER 00". AS PER SEC111014 1. 2, A, S. 6 AND ALTERNATTACS III. INS At 4W ON
6. OOLTS TO K ASrM A-307 C^V*I*M SIM ON AIN 304 SEMM STAINLESS STEEL WIRM 36 W WAMW YIELD STRENGTH
SHEETS 4. 5. 6 At 7 RIESPICYMY, 94" HXVE A LEG*.[ AND READILY *SSU MARWC Mt*UCTM OWNIM OR TIDIMMT TO
SECURE PANELS WITH APPUC%Kf RrWORCDADO DURING P1 Or HUMOCANE WARNING.
7. ANCHOR$ TO WALL SMALL BE AS FOULOINS,
THE INSTALLATION CONTRACTOR IS M SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RUAM IN CONTINUOUS CONTACT WIN
THE VADWO TO PREVENT WM/RAP4 WTRU$MN
w 10- Pam CONCRETE;
/4-0 ANC"CIRS AS MAIMUFACTU11NED Orf LTW- IIUKOEX. INC. (Not, 1'e-3192 PsA.)
12. STOMA PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRmw4G PLUS ANY WADM AND ZONING REOLAATONS
'11),. 0 . 7/0' CALK-411 ANCHORS, AS MANUFACTURED By DEWALT W.
OV THE JURISDICTION WHERE PERMIT IS APPLIED TO.
1/4'0 1 3/4' SOUO-SET AMCHIOM AS DSF$NMEO By ALL POINT SM., BOLT At SPECIALTY CO.
P.8j)
13, (a) THIS PRODUCT CWIAJATION DOCUMENT (P.CD.) PREPARED MY THIS ENGINEER tS OEMERIC AND DOES NOT PROVIDE: INFORMATION
014-10 PANELMATE'FEMAILE 0 & PANELMOITT " ANCHORL. AS MMWACIURM IFY ELCO CONSTRUCTION PRODUCTS
MR A SM SPECWK PMKCT; Le WHERE THE SITE CONDITXM DEIA01% FROM THE P.E.D.
1/4-41, ZAMMC NQUIN ANCHORS. AS ~ACTURM BY DEWALT. W..
(b) CONTRACTOR TO K SM"WW FOR THE WXCIIOW. PURCHASC NO INSITALLA31ON INCLUDING LIFE SAFETY OF INS MODuCT
A.1) MMUM EMBEDMENT OF TAPICON M04M INTO POORED CONCRETE SHALL BE 1 3/4*; 2' FOR CLCO PANEUMTE AND
ONSED ON VM PI.D. PROVIDED HII/SHE DOES NOT DEVIATE FROM THE CONIGIT"S KTmLEO ON THIS DOCUMENT,
CONSTRUCTION SAM AT WE 15 THE CON1`I1ACrOR'S REWQ"SOUrY
1 3/4- FOR ZAMAC NAILAN NCHOIM.
4) THIS PRODUCT EVAIJADOM DOCLAMW WILL K CONSIDERED IHAAUID W MODIFIED,
A.2) CALX-IN All SOLID -SET ANCHORS $HALL K BMD= 7/8' INTO THE POURED CONCRETE- NO EMKMCW R40
STUCCO SIPILL Of PERMITTED. 1/4 * 0-20 SCREW USCD SMALL BE 1 t/2 LONG M"MLiki SHOULD STUCCO EXIST,
(d) SITE SPECIF PRQUIECTS SMALL BE PREPARED fff A FLORIDA REGISTERED E� OR ARCHITECT WHICH WILL KCOME THE
AND I' WMWM FOR WALLS WITH NO STUCCO AND MAY K HEADED SDW" OR ALL nMMVD SCRIDIS W/O NEW.
007MER OF RECORD (COA.) FOR THE PMXW AND WHO "It K RBPMIME FOR THE
OUT WrTH wm Hm
FROM USE Of THE P.E.D. DOM42R Of RECORD, ACTING AS A OCLEGATED ENGINEER TO THE
P.E.D ENGINEER. 94ALL 9JOW TO THIS LATTER THE SITE SPECIFIC MWAWA FOR REVIEW.
") IN CAN THAT PRECAST SrOW- PREQ AST CONCRETE PANCLS. PAVERS. STUCCO Olt WOOD OOARDS OR FOUND ON THE
EXISTING WALL OR FLOOR. AND4M UML K LORD ENOUGH M REACH THE MAIN STIS)CIURE KW14D SUCH PANELS.
(a) THIS P.EO &4AU. INAR THE DATE AND OMOML SEAL NO SIGMTURE Or THE PROFESSIONAL
ANCHORAGE SMALL BE AS MEWDOWED IN 00) AND IN A2).
ENGINEER bi RECORD THAI PREPARED rr.
14. SHUTTER MAWrACT~S LAKL 94" Of LOCATED ON A READILY Vow LOCATION AT SMft
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NcGuLA t REG" ST Ir-r 0 +40.0. -0.0 pa.t.
i (w/ MENLAP ka PANEL WWM 9OLY)
L't PANEL r-r 0 +6110. -fto Par
(W/O OVOLAP US PANEL LENGTH SM10
A UK 21-r MK PANEL LIPMH
AT ALL JIMNIM
S.S. I
AT Ekwp
T
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v
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A�
L
PANEL BOTTOM CORNERS
.0
or W= NUT k� EXTElRIOR _�m MR AT ONLY VALID MR WW
R-19/13, R-2111/13%
MAX. LEFT PANEL RIGHT PANEL 3:
R-IA/13, R-2k/13, R-3A/14, 170 th.p.h.
L110-W-11AW1115. 111-2AW/11L It-3AW/16. L101 R-119011115. l�-2$W/15, 11-30011/16. 1
---AMCHORS (SEE SECIIONS & ALTERMATIVIDS ON SHEM 13. 14. 13 &IS)-- Ile ill I M. GAP
UEE SAFETY STORM PANEL (1) ELEVATION
SCALE 1/4-0-
/-o) REG" 2.Wr REGULAR
STORM PANEL CWL Mow .1 WAVLE WILLEY) MAN PANEL
0
1/4
MAX. �p
to-� Z
HEADER
Mo
TAPCON
R 0 V 0.C_
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STACOM W/ SM
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LIFE -w PANEL
Slid
FLORIDA
BUILDING CODE (Non High Valoofty Nuu
one zomos)
EXTERIOR
'7
..AZOR 06
WAN X10% INC,
2 4 GAK GALVANIZED STEEL S m tM PANEL
rp.
WAM Pit
GLOBAL
PROTECTION Pmw=
SEr,TION A -A
st I=
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PLATE
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isoupw
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mm W/ PJD
14" wO0O
NNW saffOPOWY&
WALL MOUNTINGS
SCALE 3/8-1-
1. INSTALLATON ARE ONLY VAUD FOR A.S.D. DESIGN
PRESSURE RATIP45 WJ AND PANEL LENG111S AS
PER ELEVATION ON IL
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
MDABERS TO BE SWWM PINIE No 2. W/
DENSITY OF 0.55 OR EQUAL.
TAPOON
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01101
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UAW
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A""I" WALL !"NGS
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is
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V
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OX.
MAXIMUM A.S.0' DESIGN PRESSURE RATING (co.a.f.) AND CORRESPONDING MMIMUM ANCHOR SPACING
SCHEDULE FOR I PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
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SEE UNBU 11 IN MOM TIM & 210011111 MR SMOUAMM WRI WM "WAR IMIA114111.
0 WWA,, ANCHINI, $MOM Me W"A, EDGE DWAMM 011 OJDCKU ON INS SOMME "A E.D.
UM INA11 0011OAM ON SOMMULE NEDUCE ANCHOR WACNO &V MALIVILY1141 OFFAMIll WOW ON
BCMRXAA V THE POLL� rACMM MR THIS OP&AIM 70 BE POSSIBLE.
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am T"s
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WE
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1/4-0 TAPIDON ..Comm POURED
ANCHOR 0 5-6.C7 _7150000M ON
CONCRETE BLOCK
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1 Pon U
(SM EW
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TO GLASS.
L/2
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3/4
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ANCHOR 0 9 D.C.
POURED CDMICREIT OR CONCRETE OR
BUICK REQUIRED, L�.= REQUIRED
a U"A-7%FL
REGULAR PANELS
DKL&
a
ASA Dam I"
umam PAM
LDJOTN
40 PSF OR LESS
e*-S*
> 40 PSF TO 50 IPSF
6'-2-
> 50 PSF TO 60 PSF
5'-IW
A MAX. PANEL LENGTHS ARE CNtY VAUD FOR INSTALLATIONS
W/ SOLID SET ANCHORS it W/ (9 SPACER AT 12 1/2- D.C.
INSTALLATION DETAILS FOR UFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4*0 TAMON 5"" "B" 1/41 1/4-0 TOOON
Ammm 0 91,6671 ON
Camcitm am CONCRETE 1LOCIll X k
REQUIRED.
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g
SIX SM 15 & if MR Ak*f=
Imp= ym
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TYPE & SPROM raft NswAAAT" WIG
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wow I"m OULOM
ANCHOR W100010111 AND MIMM
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SCHOLO., I" It.= WWA.
ON $am" vmu NC"90 WACNQ
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3--
Now
for MULIMPILVINO SPNM - -
son" or IK Faumm rAcm
no m mumm To BE PONOUL.
FaRm 0%00 ONE"" Ulm
PAC SHALL mr Iff LESS THAN
useRm VoCoNO 00"1110 FOR LAOM
ANCHOR TIK ON TM BM"
3 1/9*
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FLORIDA MUM
INSTALLATION DETAILS FOR UFE SAFETY PANEL(l)
INTO WOOD STRUCTURES
WOOC HEADER
K -IROUNIED
AcHam 9 D.C. 21 D.C.
J
Ile Ile
MAX- MAL
Mir.
Nil
I A
Not
so IF � vm.
'L* MAX.
0 PANEL LEMIITH PANEL LENGTH
I (SEE "'m ELEVATION
a ON SHIFT 12)
ON SHM 12)
QLASL
eavirm
A j
2-.4- WOQD-
1.4- 10000-
PLATE PLATE
REQUIRED REQUW19D
4" _"/4PAMELMATE PLUS
0 12 Ilr O.C.
=21/2
It
it
a amw;e
: POL
'AmILM"w"
WALL MOU k T
WALL
44167 FLORIDA 9WILDING CODE (Mon fth Valacity Nu zm.)l
24 GAGE GALVANIZED STEEL STORM PANEL
UATE OF
1. INSTALLATHON ARE ONLY VAUD FOR MAX. ALS.O.
DESIGN PRESSURE RATINGS (ps.f) AND PANEL R '11LIEC 0 GLOBAL Mnmm PROWJCM uc.
LENGTHS AS PER OXATION ON VIEL7 IL ?.
4m Im. III SM=
2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD ofom WNIL Ill. 33314 20-175
MEMBERS TO BE SOUIHIM PIME No 2. W/ SPECIFIC wo" momm INN, (fts)m-sm owom
DENS17Y OF 0.55 Olt COLIAL ch-smis -.I m i-i-
Ps 2galsowulmloom whw A. lug . m fSeq .
ARD, UL f 44 1 11411114 w is
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SHEET NO.
S H 1 .4�
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P-EZIW/la ANCHORS
_131F INECHON EZI ALTERNATIVE U1W ON 94M
(SIDE
f-titsti: am 2) IMICTIE. 2) 1
ALUMINUM
15:
U
n Or
_T_(WD';;'1E'L)T_ EFMOR PANEL) (INTER EL) (KMWM (END PANEL) NO'
Sff NOTES 2. 3. 4
SEE NOTES 2. 3. 4
a' a'
MAN,
PANEL UENGTH
low Tf At
40
a U OVOKAP:
AZXAft0
wx
OF 'L'
MAX,
J_j_ L-1-j-1- -J-ILL-1 L-k-1111 -J-LL-J-j-1 1-1-i-Lki ___ I
ANCHORS
(SEE SECTION UI A, ALTERNATIVE EZIW ON SHM 1.)
ZI/la.
TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM
SCALE: 3/32'-l'
di 1/4" 'Aft GAP
SECTION A -A
SCALE: 3/32*-1"
ENGINEERING
at
ENGINEERING EXPRESS
PRODUCT EVALUATIom REPORT
Selaternbor is, MO
EX proloct Number, 20-31543
Application Number. 17MILl - R2
Product Manufacturer. AN American Shuttons and Ohm
Manufacturer Address: 150 Dorm Rood
V4W Psen Beach, FL 33409
Pmduct Name & Description: 24ge GoAranized SINNO Sbrm Panels
Largo Newin Impact Resistant
Scope of Evaluadon:
This Product Evamom Report is bft Issued in acconsoloo with She roquirentgnas of Me Fbrkb
Nwbr of
ausloseg and Palbaskinal Regulation (FW4* Bulift Cornmission) Rule Chapter
61020-3.005, FAC., fbraWw&ido atooptarics, per Method 1(d). Thoproductnithdatimehosbalm
ISIBINNI "or ovolusted as ournmetrized heran to show compliance with Me Flaride Building Cc&
Ilwonth uhr lord to Mat required by the Cc&.
Edition 0010) and Is, for the purpose intanded, at beat eq a
Rol-evoluall ofthis, productshaillat Florlde Building Code nodkotbral or
on
Substantiating Daft:
PIRCOUCT EVALUATION DOCLNMKM
EX drawing $MI 543 Vftd -949a Galvanized Shod Slomn Panels & Non-HVHZ)% sheaft 1-5.
prepared by Englinsalling Express, Signed & sestled by Frank Sennando. P.E. Is on Integral part of this
E"koWn Report.
TEST REPORn
Lkworm Suft sbu0b"i psi lon *no@ has been tooted In accordance with TAB 202 tog sbr4sr& par test
reporto) IST-ASO-1 7-M by OMckwater ToWN. lnc�
Large miliowle Invoct reakhance, end cyck boding performance has been Nowd In accordence wNh TAS
201 and TAB 203 tWstwxbrds per test report(s)INSIT-ASO-17-001 by Shokwstw Togft, Inc.
STRUCTURAL WING; CALCtILATIONIS
Structural engineering colculaboras han been prepared which ovolusk, the product based an
comparobve andlor national anshiab to quaft tho killowing design crikirls!
1. Maximurn Allow" Sports
2. MWmm Allow" Spam
3. Minimum Gives Sepoiaft
4. kichor Spacing
160 SIN 121- Avimue SUITE 106, DEERFIELD BEACH, FLonloA 33442
(9S4) 354-0660 1 (666) 396-9999
TIAHOI:.G.I.N.I:,I.IIMIEXISRIII.IC)04
IE MGt Exp at a CON
;,.11 ro
68
IF
Eta
ta.
a
`A
'H" -
- I �.. .111
LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
INSIDE OF STRUCTURE.
1P.RM.M.-44L 2OW DUE 10 FACIUTATI INSIALLATIO" IF INTENDED
(1) LILEIMI&W 2000: E
CON -Z HANG STORM PANEL SYS"
- Cont. TRACKS TOP & BOTTOM.
(2), END PANELS SMALL ALWW K BOTTOM TRACK
OTHERWISE A STOP C=04.0 AT TOP Or SUCH
PANELS. SAR
(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
SMALL CONSIST OF 1/4'0-20.3/4' M.S. W/ 7/8'0.3/32' WING
NUT OR 1/4"0.3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
EXTERIOR FLAT FLANGES OF 00 PANEL�
(4). IN CASE,,TMAt END PANELS ARE NOT CONNECTED TO BOTTOM
TRACK A STOP BAR IS ONLY USED AT TOP) AT UAW TWO
PANELS SHAI.L INE CONNECTED TO BOTTOM TRACK USING SPECS
INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
t INSTALLATIONS ONLY
SPEED UP TO 170
ENGINEERING
PW 2 o172
All American Shutters and Glass - 24ga Galvanized Steel Stom Panels
No 33% Increase in allawable - has been used In On design of tivis product.
Seporoon frarn 9" Is not required for WahftUwa outside of wind zone 4 IEW easentW bdOes.
Impact irb"Istanco:
Large Impact R"W"m has been dornonstrat9d No Evidenced In prw4ou* EsMd lot ropqrVs), GENd Is
accounted for In the engineering design of this product.
Mad Load Resistance
This product has been designed to REGIME wind bob es Wgk@W in the sporl schodular(s) an the
g ve Product Evoluallon Docurnort 0.9. ongirts"no drawing).
Installation
INS pra" Shelf be instaled in Said complionce with No respective laniduct &ak"ort Doommo (Le
orginearing drowing). a" with sill components noted therain.
Product compornorris INNER be of the mate" spothled IN VW product's respecilve P. oduc evaluation
Document O.e. orginaterN drawing).
Uniftadons & Conditions of Usal:
Use of this product SINGER be in strict accorldence WRIL it* respectire Product Evoijudon Docurywrrd 0.9.
angineeing drolitiri ENS, noted horreft.
All Supporting host Structures shall be designed to resist GA suporimp000d loods and final be of a moterial
Noted in the products roapactilia, anchor schedule. Host Structure omdftm whkh am not accounted lor
in this producra respectivo, anchor schedule LSW be designed for on a ottletapedfic b" by a tvOdwW
mak"WMI
orft Installed shal be probacted "skid corrosion, wMw*wWn. and
AN Comporieft which are perrifM
WW such damage ad all thrift.
This product has been for use within and outoldis the MWh Ve" Hurricane Zone (HVHZ).
Respectfidly,
Frank Berinardot PF
EWMEEme EWSRES96
#PE0046549 I Cert. Auth. 9885
160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLOAtDA 33442
(954) 354-0660 1 (S66) 396-9999
T1AH0E:ct:arIRtG&cEx:RasS.com
E not is tRaEXPRE S.Com
OuA, SarrION
I
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It
9!
9jej
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raft
INSTALLATION DETAILS FOR
INTO POURED CONCRETE, CONCRETE
SERIES 2000 E-Z HANG
BLOCK AND WOOD
STORM PANEL
STRUCTURES
_T
TTT, -7
"40 Tm.colmr
1 CONCRETE 8LOCK
D.C.
W-OLrow.
. �__o
014.1- HEX Ta
1/4-0 TAPOON 0.6
44CHM 0 12* FROM
EDGE OF (Y4
WOOD
FKQLOM
114.1* HER HEAD nx
scww 0
EDGE OF 64- FROM
F_
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RAL POP
0
MAX.
Oa�
MAX
1 PANEL Lerfam
GA j;.A
UDMM
AF
mi.. 1
1, Ron.
L
_V4, ' TAPOON ANCHOR
0 2� D.C.
1/4'0 TAPOOM
ANCHOR 0 12, O.C.
CONCRETE BLOCK
REQUIRED.
--VLATE
ROOLVIED
4kMfflr
SCAU 3/111-1-
ALTERNATIVE
INT112
IEZjW
SCALE 3/11-1'
FLOINDA BUILDING CODE (Man High Velocity Nu
Gone Zone)l
MIN. PANEL UENGTH
I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DES" SMALL BE 2*-G'
o.4
am "OEM W. PIP.
24 CAM GALVANIZED STEEL STORM PANEL
- 40.0 -0* MAX
PRESSURE RATING. +/ po f. AND 6'
PA14EL LENGTH.
ST ATE
IECOINC.
GLOUL PROTECTION PRODUCTS. UjC.
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
Im ILA 51 slow
ME. FL. 33314
MEMBERS M BE SOUTHERN PINE No 2. w/ SPECIFIC
.......
A. SPI
go An-HP10.
PHOW NNH AM t.).057
20-175
DEINSITY OF 0.55 OR EQUAL
-ODW,o
OW-4 -
Wflil A. Tki .. PZ
AININA , 44
OHM is or 10
ALL AMERICAN SHUTTERS AND ISLAS
4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ)
WIDTH uNumiTED
(PERP TO PANIL SPAN)
PZQ*D DNS'
TOP MOUNIT (CONN-
T
TYPE AS
Sim
OPTICKAL r. -20 STITCH
50ILTS WITH WASH CRED
WINGNUTSFASTNED
OVERLAPS 0 MIDSPAN06
: / APPROPRIATE SPAN TABLE)
PLAPI VIEW
11
HEW
BOTTO
- \, I
it
ql�
0375'
MAYBE AT'3
1
I 9OTT
r-l"N TYPICAL VERTICAL MOUNT OEIEVATION
N,T-S� ELEVATION
TOP MOUNT
(C PI Type-\ I.Max
G) . (SPAN ABOVE
AS RE(r
.0115TRUC-11011)
ti
BOTTOM MO
OBSTRUCTION
(LOCATION MAY VARY)
TYPE AS RD J'O) OBSTRUCTION)
ANEUS MAY Be NOTCHED As REWIRE OM014AL W'-20 STITCH
PROVIDED THAT CONNECT!ONS ANDO BOLTS WITH W&5HERED
ANCHORS ARE USED WHICH SATISFY WING PAITS FASTENED 0
III "ON 1 OVERLAPS 0 MIDSPAN (USE
FSPANS ABOVE & BELOW COST APPROPRIATE SPAN TABLE)
VERTICAL MOUNT ELEVATION
/-2'*N (NOTCHED PANELS)
N.7,S, ELEVATION
BOTTOM
11"CM-NITIP1
AS REQID)
a
ad
L
UNT (a
rEF, OF
Lrnax
(SPAN BELOW -
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
DESIGN ALLOWABLE
PRESSURE SPAMIL-)
ipsF I
MINIMUM STORM PANEL SEPARATION F
100TAULATIORSLESS INVALLATPONSOREATIS,
HAN301AWWGRADE IMANWAROVEGRAIN
_SQ
tis
AIL
L10:0 in
6106 IA Ia$ In
!n
rl.jjLn a in
8+06 In 2.26h,
608. 2+35 1.
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./-SO
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130c In
130.01.
- ------
10616 In
609
6 11 In 2.721.
36A in
6.12. In
177
6 111.
5FA14 bf-I-ItUILILI: NU I t:b:
x. vim SPAN solewLes WITH AlmAnvit
DESIGN LOAD 6 PANEL FASTENER SPACING TO
DITOMNE MAXIMUM ALLOWABLE STORM PANNI.
SPAN. SCHEDULE is ACCEPTABLE MR USE WITH
POSITIVE LOADS LESS THAN Olt SQUAL TO
NEGATIVE OMGN LOADS.
2. 'PANEL PASTOMW ARE STUDS USED IN
CONJUNCILON WITH ALL MOUNTING EXTRUSIONS
("r-TRACK. STUDDED ANGLE, ETC.). USE 6.25"
O.0 NAMES. FASTENER SPACING TAM VALUES FOR
ALL'IM, W-MEADERS, (INCLUDING BUILD OUT
coNDMOWN:
3. LOGURR I TEAPOLATION BVrWM LOADS IS
NTENRK
ACCEPTABLE. OTHERWISE USE NW HIGHER LOAD.
GLASS SEPARATION NOTES:
1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
14IN MUM ALLOWABLE SEPARATION PROPITME OPENM TO BE PIUCTINCTED.
2. SOOMU IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE MIT HIGHER
LOAD.
3. FOR INSTALLATIONS OUTSIDEOF THE HVKZ AND OUTSIDE OF ESSENTIAL
FACIULTUES IN ASTM W= ZONES I THRO" 3. THE GLASS SEPARATION
SCHEDULE is NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
MAXIMUM ALLOWABLE
DESIGN PRESSURES'. Da N,
AS NOTED IN DESIGN
DESIGN NOTES: SCHEDULES
POSITIVE AND NEGATIVE LArED
FOR M THIS SYSTEDEMSitol!UeEWE�RTE%CIANLECDJ PER
SepBeTr
EMINEERING IN ACCORDANCE WIT�JHE
R
.*C'Dlr CHAPTER
I.._ E MR t SS 71-M
'ORL Lf
N SULE
OR
PPAVAL TO THE POSITIVE OIL NECATIVE DESIGN
VALE CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHMN.
GENERAL NOTES:
THIS SPOCIFICArION HAS DESIGNED AND SMALL 91 FASM
BEEN
NTED IN
HAS BEEN USED IN THE
E FROM
0 SMALL BE RESPONSIBLI
rO THIS DESIGN WHICH
ACTON.
S"AL .
SPANS �Nffir-
F
PARCALCULA NSAIL
BASED ON M0,XIMQM MT10
063�TG ALUMINUM ALLOY,
INWAC"ANGEO As FIELD
TED VERTICALLY OR
M.Loss"s OFOTO
CONCRETE ANCHORS PEA
NSULATA OR PROTECT ALL
U!VERT EU!C7xOLYM1
LILIES STRUCTURAL DESIGN AS
r CONTRACTOR. W. at
I
SULRT=% TT;=AO15
F r
MA
'MON PRACTI ES BEYOND THAT
Cb Rom
DERAL CODES
NO ADDITIONAL
ARKINGS YO THIS DOCUMENT
!RTIPICATION
D WTrH A MINIMUM OF (1) LAM EL
2MMA PRODUCT APPROVAL NUMNA
VISIT WALC.1013150
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. . . . . . . . . . .
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ANCHOR NOTES:
I, ANCHOR SCHEDULE APPLIES IOALL PRODUCrS CERTIFIED HEREIN, BUT ONLY PROV DES
MAXIMUMAUUOWASU! AN01OR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SMALL APPLY.
2L EWER ANCHOR SCHEDULE BASSOON PANEL FASTENER SPACING.TMe EXISTING STRUCTURE
MATERIAL, It ANCHOR TYPE SeLECT DSEQGN LOAD GREATER THAN OR eQUALT0 NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN Olt EQUAL TO SH UTTER SPAPILSELECT
CONNICTIONTYPE BASEDON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SKET2FO IDENTIFICATIONOFCONINECTIONTYPE).
3� PANEL FAS7ENEW ARE STUDS USED IN CON)UNC71ON WITH ALL MOUNTING EXTRUSIONS
C'F* TRACK, STUDDED ANGLE, ETC.). USE 6,25' C�C, PANEL FASTENER SPACING TABLE VALUES FOR
ALL--11"- AND "U"-HEADERS (INCLUDING BUI=kjT COMMON%)
ANCHORS SMALL Of INSTALLED 114 ACCORDANCE WITH MAN RECOMMENDATIONS.
4. UPACTUReRS
S.
HOLLOW at= MOST 15TRUCTME S ONFORM TO ASTM COO BLOCK.
I'm
6. MINIMU M eMSODMENT SMALL IA AS NO IN ANCHOR SCHEDULE.
7. MINGMUM eMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCID FOAMt EFUCK, AND OTHER WALL
FINS HEN. WALL FINISHES SMALL BE LIMITED TO 1/4* MAX OR SHALL k VEIRIFIED BY OTHERS TO
ADE AIWANSFOR LOADS TO MOST STRUCT RE
E
S.
ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN 4WOKED CONCRETE ONLY.
EXISTING STRUCTURE IS WOOD FRANUNG, EXISTING CONDITIONS MAY VARY, FIELD
'4.'W7HA,T FASTENERS ARE INTOADEQUATE WOOD FRAJIUM MEMBERS, NOT PLYWOOD, FASTENING
NOOD IS ACCEPTABLE ONLYFOR SIDE CLOSURfIFIRCES,
10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNS, FASTENER. SHALL BE LOCATED IN
NTEROF NMNAL 2- X Ir (KN,) WOOD STUD
pj$;4�GDGE DISTANCE IS ACCEPTABLE FOR WOOD
FRAMING). WOOD 67UDSKALL BE SOUTHERN 6.0,55 OR GREATER DENSITY, LAG SCREW
SMALL HAVE PHILLIPS PAN HEAD OR MR WAD.
11 MOVABLE ANCHORS ARE: DEIW��r PANEUMATE. ALL -FONTS SOLID-SIET & BRA55 BUSHING.
Lt. PM*EACKNE SCREWS SHALL HAVE 1/2 MINIKJMtNOAGEMENTOPrHREADSIMTKEGASE
ANCHOR AND 14AY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDISWALK OOM U NO.
13
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. arHER WALL FINISHIES.
Is
is LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
THIS SHEET,
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