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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
RA or R/A or R.A.
Return Air
ABV or Abv.
Above
FLR or Fir.
Floor
RAD or Red.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAG or Rag.
Return Air Grill
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
REC or Rec.
Recessed
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
RECEPT
Receptacle
AHU orA.H.U.
Air Handler Unit
FIR DR
French Door
REF or Ref.
Refrigerator
ALT or ALT.
Alternate
FIRT
Front
REINIF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REOD or Req'd.
Required
BF
Bifold Door
FTG or Ftg.
Footing
RMorRm.
Room
BK SH or Bk Sh
BookShelf
FXD GIL
Fixed Glass
RND or Rnd.
Round
BLK or BLK.
Block
GALV or GaIv.
Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G,C.
General Contractor
IRS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGID
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HDR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
SIL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H,H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
CLG or CIg.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SQ or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
0VALL or K/Wall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
T13
Towel Bar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
THIKN or Thilen.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL
Lintel Length
TOM or T. O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O.P.
Top of Plate
DBIL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TIR
Towel Ring
DEC or Dec.
Decorative
MC
Medicine Cabinet
TRANS WDW or Trans.
Transom Wndow
DED or Ded.
Dedicated (outlet)
MFIR or Mfir.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
LIC or u.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min
Minimum
UCL
Under Cabinet Lighting
DIST or Dist.
Distance
MIR or Mir.
Mirror
UNO or U.N.0,
Unless Noted Otherwise
DMF
Decorative Masonry Finish
MIL or M.L.
Microlam
V or v.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
VB
Vanity Base
DTL
Detail
MIN or MICRO or Micro,
Microwave
VERT or Vert.
Vertical
DV or DV.
DryerVent
NTS or N.T.S.
Not to Scale
VL or V.L.
Versalam
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTR or VTE
Vent through Roof / Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W/ or wl
With
ELEC or Elec.
Elecbical
PC
Pull Chain
WA or W.A.
Wedge Anchor
E LEV or Elev.
Elevaltion
PED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WDW HDR or WDW, HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W.H.
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WIC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHILF or Pit. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
WWF
Welded Wire Fabric (Mesh)
FIN Finished PW or P.W. Pre -wire
FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22
1 - I
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
01-04-18 2.0 2017 FBC UPDATES
01-31-18 3.0 A-ELE\/ BEAMS 11-0 LINTELSAT ENTRY.
02-27-20 4.0 RELOCATE ATTIC ACCESS
12-19-20 5.0 FBC 2020 CODE UPDATE
11-29-21 6.0 ADDED ELEV KLM PER C.M.
'7�
I � I M= P4 r4 JX Flom
3085 Al 1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
C S COVER SHEET
1 FIRST FLOOR PLAN
1.1 SECOND FLOOR PLAN
2 INTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM DETAIL
4 FIRST FLOOR ELECTRICAL PLAN
4.1 SECOND FLOOR ELECTRICAL PLAN
5 R OF PLAN
6 FOUNDATION PLAN
7 FLOOR FRAMING PLAN
7.1 ROOF FRAMING PLAN
8 LINTEL DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
D2 SECTIONS & DETAILS
WP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVAL NUMBERS
PA1.1 PRODUCTAPPROVAL NUMBERS
PA1.2 PRODUCTAPPROVAL NUMBERS
PA1.2 PRODUCTAPPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
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 acbon or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential An 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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MARK
HEADER SIZE
REMARKS
(2) - 2XIS #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) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
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LVL 2.OE Fb=2950
(2) - 1 3/4- X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
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
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 4X 25J
S.H.
13
20 X 381
184X 371
S.H.
14
20 X 501
184 X 50
S.H.
15
20 X 63
18 4 X 62 J
S.H.
16
20 X 72
18 4 X 71 J
S.H.
1112
27 1/4 X 26
26X25J
S.H.
1H3
27 1/4 X 38 J
26 x 37 1
S.H.
1H4
27 J X 50 J
26 x 50
S.H.
1115
27JX63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36 J X 25 112
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37 J X 50 J
36 J X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 JX 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 WIDE
S.H.
32
54 X 26
52 X 25 J
S.H.
33
54 X 38
52 X 37
S.H.
34
54 X 501
524X 50
S.H.
35
54 X 63
52 J X 62 J
S.H.
36
54 X 72
52 JX 714
S.H.
39X59
40 X 59
N
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
FIRST FLOOR PLAN - ELEV-Al
SCALE: )/4"= V-0"
General Notes
R302.5 Dwelling/Garage Open! ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
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.
Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
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
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 f1r. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
(A
+29.7 -32.2
+29.7 / -39.7
&
+28.3 -30.8
+28.3 / -37.0
+ .6/-29.1
26
I(DI
+26.6 / -33.5
SEE SN SHEET "_H�JSEE SN SHEET
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6
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NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
I SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
MASONRY HGT. @8'-8"A.F.F.
TYP. 2x FRAME WALL
I' I I' I' I' BEAR ING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING AREA
1324
SECOND FLOOR LIVING AREA
1768
LIVING TOTAL
3092
GARAGE
496
ENTRY
55
TOTAL AREA
3643
PATIO 24 1
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-13 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
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REMARKS
(2) - 2X6 #2 SYP W1 1/2'
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
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I
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VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X25i
S.H.
13
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18JX37i
S.H.
14
20 X 50 J
18 4 X 50
S.H.
15
20 X 63
184X624
S.H.
16
20 X 72
18 J X 714
S.H.
11-12
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26 X 25 4
S.H.
11-13
27 1/4 X 38 J
26 x 371
S.H.
11-14
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26 x 50
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26 X 62 1/2
S.H.
1116
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26 X 71 1/2
S.H.
22
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36JX25 1/2
S.H.
23
37JX 381
364X 37 3/4
S.H.
24
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364X 50
S.H.
25
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364X62 1/2
S.H.
26
37JX 72
36 J X 71 1/2
S.H.
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75" TALL
73JWIDE
S.H.
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5 X 6
52 4 X 25 4
S.H.
33
54 X 38 J
52 J X 37 J
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34
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52 4 X 62 4
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36
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52 J X 71 J
SH
39X59
40 X 59
N/A
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79 X 59
N/A
S.H.
General Notes
02.5 Dwelling/Garage Open i ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
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.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to t e nter or s e o exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re-circu lation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
rA")
+29.7 -32.2
B
+29.7 / -39.7
Q 0
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE S N SHEET SEE SIN SHEET
140 MPH
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
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING AREA 1324
SECOND FLOOR LIVING AREA 1768
LIVING TOTAL 3092
GARAGE 496
ENTRY 55
TOTAL AREA 3643
PATIO 24
INSULATION REQ.
LOCATION
R-VALLIE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FArEn
SECOND
FLOOR
PLAN
-
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EXT FRAME 2 x 6
CONDITIONED CEILING
R-19 KRAFT FACED
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION JR-11/R-13 KRAFTFACED
SCALE: Y4"=1'-0" I (GARAGE / LIVING)
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Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
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OWNER'S BATH
INTERIOR ELEVATIONS
SCALE: 1/2"=V-011
STAIR CALCLITIONS:
TOTAL RISE= 1 U-0 3/4"
(16) RISERS AT 7 9/16"
10" TREADS w/ 1"NOSING
Stair and Rallinc
i General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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
greate
Winders:
st tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
11co than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
r�l
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
STAIR SECTION
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Residential
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Engineers
signature and seal.
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TRIM / BAND
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- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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- — — — — — — — — — — — — — — — — — — — — —
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
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.
. . a
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.xl-1/2" long (3/4"1 crown) staples @
6" O.C. vertical ly/horizonta Ily into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest 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
o ess an o coa w ere
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type I felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier 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 manufacturers
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 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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Residential
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the structural
engineering portions of the drawing pages bearing
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HDRHGT, 11-011 ----------------------- -----------------------
SCALE: 1/4"=V-0"
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SPECIFICATIONS
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RIGHT ELEVATION - Al.
SCALE: 1/4"=11'4'
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 Covering
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 C1 787, 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.xl-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 C1 063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C 1063 & 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
AAMA 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.
F-V. 09.24.21
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the structural engineering portions of the drawing pages beating
Engineers signature and seal.
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, willing & accessories.
6. 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 UL 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/UL 2034, standard for single and multiple station CO alarms or
LIL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14,
14. Add GFC I 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
F�
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
PE�PG. F. 1.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
K;)--
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
i?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[CH]
CHIMES (OPTIONAL)
49
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
1Tq
TELEVISION (OPTIONAL)
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
150A/200A INDOOR
PANEL CENTER
#14 to lights & outlets
#12 to appliances and GFI
#10 to WH
#8 to Range
#6toHVAC
1 50=2/0
200=4/0 in 2" Conduit
UNDERGROUND IDIs
SERVICE BY POWER CO.---,
INTERSYSTEM
BONDING
TERMINATION PER
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC,
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
15-0"
'0
VERIFY METER
LOCATION WITH
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BE VERIFIED WITH PLUMBER
FIRST rLOOR ELECTRICAL PLAN - ELEV-Al�
SCALE: Y4"= V-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
Horde 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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ELECTRICAL SPECIFICATION
15OA/200A INDOOR
PANEL CENTER
NOTES:
0
# 14 to lights & oUtletS
NEMA 1
0
# 12 to appliances and GFI
ELECTRICAL CONTRACTOR
150 AMP/
200 AMP
0
#10 to WH
MUST VERIFY WITH THE
0
#8 to Range
SPECIFICATIONS FOR THE TYPE
10
#6 to HVAC
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
METER
LOCATION PURPOSES.
MAIN
0
50-
!4'100
2
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in 2" Conduit
200 amp
150 amp
UNDERGROUND_jnL
Disconnect
SERVICE BY POWER CO.
INTERSYSTEM
4 Bare Cu Ground
BONDING
#4 GROUNDING WIRE
TERMINATION PER
51 WITH CODE APPROVED
NEC 17, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES
Typical 150-200 Amp Electrical Riser DiagraM REV.03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
Notes: unless otherwise noted,
I . Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39"AFF
Laundry Room 36" AFF
Exterior Waterproof 12"AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 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/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
I ELECTRICAL KEY I
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
PE5W P.
WEATHERPROOF DUPLEX OUTLET
I
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCHI
CHIMES (OPTIONAL)
49
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
=NJ
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
Gr�)
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SECOND FLOOR ELECTRICAL PLAN - ELEV-Al
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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ATTIC VENTILATION CALCULATIONS - Al
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN. of
of vented
IN. of
of
ventilation to
SQ. IN. of
SQ. IN. of
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ventilation
required
soffit
ventilation
vented
soffit
be provided
by upper
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needed
required
needed
ventilators
Main
0
0
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55
53
8
26
2
13
0.0
0.0
0.0
(Zone 1)
Upper
16
2
Floor
1826
1753
250
876
63
438
1
516.0
240.0
276.0
(Zone 2)
'*NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
)NE-1
FTIC SPACE
. i SQ. FT.
ROOF PLAN - ELEV-Al_
SCALE: Y4"=l'-O"
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be iocated no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
a LOMANCO DECK -AIR (Shingle Rool) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed) / 9 = (Linear Ft. of Deck -Air Needed)
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drawings comply with
the 2020
Florida Building Code -
Residential
7th Edition.
Engreer's signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and seat.
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TYP @ ALL PLACES SHOWN
BELOW FIN. FLR.
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FOUNDATION PLAN - ELEV-Al_
SCALE: )/4"=V-101"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F" 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
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
\/VVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
LA
REINF. SEE PLAN. FOUNDATION P N
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x UJI
CONTROL JOINT DETAIL
SCALE: 3/4" = V-0--
—#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 2 5" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
Lj,
U.N.C.
"Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
cz
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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 -
Residental
7th Edition. Engineers signature and seal is only for
the structural engineenng portions of the drawing pages bearing
Engineers
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STRUCTURAL 2x STUDS SEE PLAN
SHEATHING (SEE TB13 FORINFO
FOR NAILING INFO.) PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
2x CONT. W/ (2)-12d CANTILEVER
NAILS @ EA. TRUS&----�,,-� F FLOOR TRUSS
2x4 CONT. RIBBON W/
(4)
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2x BLOCKING W/(2) -12d
NAILS @ EA. END —
8d NAILS @ 24" O.C.
TO BLOCKING —
STRUCTURAL
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RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIMATE) 40.0 MPH
VIND SPEED (ALLOWABLE) �1108AMPH
,XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEET) VALUE DENOTES SUCTION 14:12]-[12:12]
a=4ft
AREA FROOF I I ze I 2n zr a ae jr
10 HIP -35.94 -49.57 1 -49.57 -49.57
r 7BL E -38.22 -38.22 1 -60.99 -60.99 60.99 1 -78.58 1
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEL
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3,3e, 3r: ASTIVI F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 346" EXP. 1 (2146) or 1%2" EXP. 1 (3�116)
TILE: 1V32" EXP. 1 (33/16)
NOTE:
1. PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED
VVI I n AS 1 IVI r 166 1 FISFIS-03 I Od kZ /2 X V. I a I ) DIMIL0 vr% mo i m r i K)o / riaria-u,+ ka X. I /U ) NJAILO a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
YP.
BEAM TO
ORT DGE
S
. BEAM TO
ORT DGE
S
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
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 - 1 Od x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Od x 1 1/2"
RT16A
1020
1160
9 - 1 Old x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SOS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HD ACHOR
BOLTS
RFUS
7100
---
wl (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
—
J
HTT5
4350
3740
50 ANCH. / (26) 1 0dx1 -1/2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-112
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" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
X 2 1/2" SIDS 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" SIDS WOOD
SCREWS & (1) 5/8- ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT- M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 50ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR wl 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4"TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
Spi 555 535 1 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d
HCP2 1 590 555 1 12-1 Od x 1 1/2" HHCP2 1 680 570 1 (20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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")
*[:ftQTC:K1rAr1LJ 0 T0HQQ1A1rQTr)CA�U A TDIiOCTnrl�UnMn C11COV 1MTC00CnT1Mn
% I � I U
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
(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
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
MAIN FRAMING PLAN - ELEV-Al
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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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IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
JIND SPEED (ULTIMATE)
III I MPH
flND SPEED (ALLOWABLE)
108:4 MPH
XPOSURE CATEGOR�
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=411
AREA ROOF 1 2e 2n 3 3e 3r
HIP -35.94 -49.57 -49.57 -49.57
�k
10
@
GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
r
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 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:
G) 1
EXP. 1 (2 EXP. 1 (3
SHINGLE Y16 Y16) or 1 V32 �1 6)
6
TILE: %2" EXP. 1 ('�16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCETO 8d (2 Y8"xO.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN lV32", 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
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
GABLE ROOF > 20 TO 45 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
[4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
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UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875(1)PLY
1795 (2)PLY
9 - 10d x 1 112"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1 1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 112"
D
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
_H3
META20
1450
7 - 1 Old x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 112"
HTTA20
2375
11 - 10d x 1 112"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1 1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
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) 1 Odxl -112"
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" SbS
WOOD SCREWS AND
HDU4-SDS2.5 wl (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
H DU4-SDS2.5 wl (10) 1/4"
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
1000/1080**
---
8 - 1 Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Old x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMEN .
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Old x (1) 5/8" ATR W/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT1 5
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
4 spi 1 555 1 535 10 - 10d SPT22 735 1 8 - 10d
SP2 1 1010 1 605 12 - 10d SPT24 1090 12 - 10d
& 1 590 1 555 12-1 Old x 1 112" HHCP2 680 57 x -
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"
DROP HIP DETAIL
(A)
OR 2 PLY
,ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
r Ao I r- Ix EAU H k 8 1 1 H Ub b vv c D I v EAU n k A I I R US b I Vr 1, MUM U & r V r- ri T IN 1 C: rio r �., I I Nu
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (..).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
OR2PLYCARRIER-J —(A)
INTERSECTIONS. SPLICING / 2 x CONT LEDGER
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. 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 deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
RVWM R�m
".W. IMA
8RF14-1B/1T8lRF14-0B11T 8F16-0B11T 8F16-1B/1T
81720 WOB/1T
8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T
(9 0 9 (9
FORM & GROUT SOLID
L<U
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8F12-1B/1T
(0
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SCALE = N.T.S.
M
TYPE DESIGNATION
F = FILLED WITH
GROUT/ U = UNFILLED
R = RECESSED
QTY. OF #5
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4
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OF LINNEL CAVITY
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HEIGHT
I--
MATERIALS
7-rc-p-r-e-caFfTintels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
REBAR AT TOP
IN. (1) REQ'D
/2"
_-FAR
.4*---C. M. U.
GROUT
--#5 REBAR AT
BOTTOM OF
LINTEL CAVIT
��ROTTOM
EINFORCING
L L PROVIDED IN
DTH ' LINTEL
(VARIES)
L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
2x8 #2 SPF STUDS @ 16" O.C. W/ (2)
SIMPSON MSTAM36 STRAPS EACH
STUD ((1) STRAPS EACH SIDE)
CENTERED W/ (13) 10d NAILS & (8) Y4"
TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16" O.C. W/
(4) LISP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
WIY2" EPDXY ANCHOR OR Y2"
J BOLT W1 MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
ALTERNATE POWERS
STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D�L��� ___� 1-1/2" CLEAR
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STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box linters prior to
applying the cementitiuos coating. See contractor specifications
TRUCTURAL SHEATHING
TTACHED PER NAILING
CHEDULE
3EE PLAN
r1VVALL
" KNOCKOUT COURSE
V1 (1) #5 CONT.
EE PLAN FOR FILLED CELL
PACING
WALL SPLICE DETAIL
SCALE: 1" = 1'-0"
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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To the best of the Engineers knowledge, information and belief,
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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 bashing
Engineers
signature and seal.
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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, ACQ-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 (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1. DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED:
120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE:
150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK:
55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD:
20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS:
11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS:
12 PSF
2.1.7.
BALCONIES & DECKS:
15 PSF
2.1.8.
TILE ROOF
TOPCHORD:
15 PSF
BOTTOM CHORD:
10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD:
7 PSF
BOTTOM CHORD:
10 PSF
2.1.10.
FLOOR TRUSSES
15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD:
250 PSF
2.2.2.
GARAGELOADS:
40 PSF
2.2.3.
PARTITIONED ROOMS:
40 PSF
2.2.4.
BALCONY AND DECKS:
60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS:
40 PSF
2.2.6.
SLEEPING ROOMS:
30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM:
40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM:
20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE):
10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE):
20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A
SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP
OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF 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-112 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25". #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3-
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1 XF
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-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.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS 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 Pm = 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 7116" 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
ANSIITPI 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 Ksj
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0,131", 10d = 0,148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "T' 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 1557-02EOI
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-13" away from the building side walls.
3. Irrigation/s
,Tnnkler systems including all risers and
E
spray hea s shall not be installed within V-0" 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S,
etc., shall be made with permanent metal or plastic forms. Permanent forms must ge
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs befdre vapor retarder placement,
Fetreatment is required.
9. FBC-R R318.1.5 - C?ncrete overpy and mortar along the foundation perimeter
must be removed be ore exterior sot treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. 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 department
b a licensed pest control company before a certificate of occupancy will be issued.
T�e certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer 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)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS I ONALS'SHO P DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florda 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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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
WALL SHEATHING
..... . . . ... . . ...
. ...... ......
.... ...
16GAxl-1\2" LONG (3/4"-l" CROWN)
r mxl 16G,.Vl-1/2, LONG (3/4"-1"
STAPLES @ 6" O.C. VERT BETWEEN ..
STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES@ 6"
STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS
(NOTED THUS:
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
A I
V
CORNER OF
HOME
GARAGE SIDE
1 01-0.f
TANK -LESS W/H
H C G
0 0 0
off
51-
STUB-OUT FOR V-011
=0 LO
-1 0
GAS METER 0
9 0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-51
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(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.
19'41
(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.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCI6Jolst
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
2x lumber
'
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
FILL CELL-� STD. 900 HOOK F BOND BEAM
co
Cr
§ STD. 90' CONT. #5
uJ
BAR
CONT. #5
i HOOK
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
BEARING COLUMN < CONT. BASE PLATE
PLYWOOD FLOOR
SEE PLAN FOR REQ'D SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJ I TO BE CUT TO ALLOW
FOR BLOCKINGrrJl
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
Filler blocking 1/8" min.
)Small gap 2'min.
1/8" gap 2" max. 4': max. —VVeb 8fl#e-ner Fastener Schedule
Joist BearingLocation-
Series Depth , End Intermediate
N1 9-1/2" 1 2-8d Moll
BCI 5000s� 11 -7/8" 2-8d 3-8d
T
"
7000s� -
Clinch nails
_1 .14
2-8d
5-8d
2-8d
2-8d
when
__9-1/2"
BCI 6000sE9 11-7/8"
2�_d
3-8d
possible
BCI 650 14"
OSR
2-8d
2_
8d
5-8d
6 -8d i
1)
Support back of web during nailing to prevent damage to
_'__14_/F�
—2-8d
3 6d ____1
web -flange connection.
- ---------
BCI 60s@
14" 2-8d
5 -8d
2)
Block solid between joists for full length of span.
Tight fit
_I-
16" 2-8d
6-9d
3)
Leave 1/8" gap between top of filler blocking and bottom of top flange.
11 -70- 3-_16d_3-116d
4)
Place joists together and nail from each side with 2 rows of 1 Od nails
2x4/Plywood/OSB web stiffener 2" min. 14" 5-16d
Ba 90so .—
4" max -1 -_
'
16
required when indicated or
.
6-16d 6-16d
2x-: CO
NTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
WEB STIFFENER
top flange of joist.
Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION Under 2nd floor column w/ loads
N.T.S. higher than 15001b.
BLOCKING PANEL, INTERIOR
SQUASH BLOCKS AT INTERIOR Vertical load transfer =1900 plf max. along bearing wall
Boise Joist Blocking
BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Plumbing
when load bearing - for lateral support when joists I
<�> Load bearing walls
Vertical load transfer =1 900 plf max along load bearing wall. > meet over wall, or wall stacks directly over wall or
Load bearing wall must stack
over squash=20 blocks and beam below Load bearing wall must stack over
*Non -stacking walls
wall or beam below.* blocking and wall or beam below.*
require additional Joist
consideration. Check Qr_� When joists meet over wall, provide
I -Joist can be offset
13/4" minimum bearing for each.
local building
code for appropriate up to 3" to avoid
details in One 10d box
vertical plumbing
areas=20 of high or--20 sinker
lateral load.
nail each side 3" max
at bearing. JOISTS OFFSET
N.T.S.
Provide adequate bearing
Use 1063" nails at 6"o.c. for all joist
for each lapped joist.
blocking panel *Non -stacking walls
Squash block 10d nails require additional consideration.
SECTION INT. BRG. WALL
(2x4 minimum)
N.T.S.
Bearing wall, Versa -Lam LVIL or
Glulam Beam
Luau
'lod
Whe
1314
5"O.c for al I joist
-s c in walls
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
D
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
V (see table below)
DO NOT cut, notch
or drill flanges
'se,
)tch\��
BE CUT ANYWHERE IN
CANTIL VIER LARGER THAN
6"' A %" ROUND HOLE MAY 6" 6"_ 0 NOT CUT HOLES
THE WEB. PROVIDE AT _10 IN
LEAST 3" OF CLEARANCE
CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
7=
- _ I
Any 16'joist
- -----
Span (it)
8
11-91
v-v
I 1--z-
vg-
I v-3-
i rq-
v-r-
i piv
z-4-,
i z-g-
3-2-
1 3-7,
12
T-C'
T-I"
T-2'
T-2"
T-3'
T-9'
2-4!'
7-11 "
3-T'
4�-Z'
4-9'
6-4
16
1'-C.
1""
1'-2.
'_2
2�-6'
3-2'
3-10"
4-9*
6-7
6-4"
T-Z'
20
T-C'
T-11"
1'-Z'
1-2"
3!--U'
4-0"
4-10"
5-1116-11"
7!-11"
&-
24
I -a'
'I'A"
11'-Z'
T-Y
2-6-
3-T'
4�-9'
6-In"
0'-
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 1)/2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
JC
SIMPS(
w/ (22) -
NAILS 1
5/8"D
THRU
BOLT
SIMPS(
w/ (22)
NAILS 1
R TRUSS
PLATE
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META1 2
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) —111-111-111-11 I=
M
Nail with 10- 10d nails. I
�-�nstall tight to top flange.
SLEEVE TH RU STEM-/
SEE PLAN FOR-,-'
.!' 4'
FOUNDATION INFO
STEM FOUNDATION
Nail with
Filler block.
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4" 2" gap
-
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1114%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
X 0.6 X Joist
depth
/ I D
XX
e-1
re'
dc
r./h
77- r
e,
0 .1
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
A/C CHASE 4" PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A (WHEN
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
1 10A
X1 1 12-
0
15
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
TOP (2) #5's x 4'-0"
PENETRATION—\
CENTERED @ PIPE
4
PLUMBING LINE
PVC OR SCH40 SLEEVE
PVC OR SCH40 SLEEVE
PLUMBING LINE
/rr_
A
SEE FND. PLIN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
N IAI
4
'd A
4
A 1=1 Z-1 I P
w-
SEE FND. PLN.
SIZE & REINF.
CNJ
C=,
C_
cc C-) C-11
9
-
1
3;�
E
W CD -cl
V)
E
'tv
L
zee
LU W
...........
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
Engineef's
signature and seal.
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SCALE AS NOTED
SHEET NO.
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C53
ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.) I VARIES
INSU
5/8" OR 1/2" HIGH ------
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-J
NAILER
STD. 90-HOOK (SEE DETAIL
V 2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" O.C. W/ (2) 10'-0" (R302.1 1)
FOR UNDERLAYMENT 16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C &
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' /Ir 6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE w/ ASTM 1�1 % 1�-= I� 1 57' z
9
UT I
I IE-
D7158-CLASS G or H, or ASTM
D3161-CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
ELEV. VARIES44 SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
L� � S3
-ALLIMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
- 8"x8"X1 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
-ARCHITECTURAL
FINISH
1x2 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
Cl)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
a-
/-NOTE: EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
00 z
6 MIL VAPOR:7
z
BARRIER
COMP. SOIL..
7
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3"
MIN. CLR.
(2) #5 REBAR CONIT.-/
ON 3"CHAIRS TYP.
V-4" (11 STORY)
STD. 90 HOOK (SEE
U.N.O.
4"
11'-8" (2 STORY)
I
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4"= V-0"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 4" O.H.D. RECESS
PAVERS-\
Cl)
IRM
N.-m-
SEE A/S3 OR J/S6 "LIF W
FOR REINF. INFO. L 3" MIN. CLEARANCE
1'4" (11 STOR") / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1118" (2 STOR")
GARAGE DOOR SLAB RECESS ri
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
ADDITIONAL INFORMATION.
8"x8"x1 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4- O/C
2x S.P.F. STUDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
A
74-
5/8"OR 1/2" HIGH STRENGTH `
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 1 Od NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
3/8" MORTAR BETWEEN
4" O.C. @ BOUNDARIES, 6" O.C. @
SLAB & BLOCK
EDGES, AND @ 12" O.C. @ FIELD
5/8"' x 10" "J" BOLT @ 24" O.C. W/
2"Ox3/16" PLATE WASHER (TYP.)
ELEV. V-0"
(ALT: 1/2"xl 2" TITEN HD @ 24"
A. F. F.
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.) 2".
ELEV. 4-3 1/2" Z
3 1/2" MIN.
A. F F�Vop
U-
CN
00
/I)-, A--
7�F
-P�IF
�-TRUSS BOTTOM CHORD OR 2x4 #2 SPF H \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGT
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8- GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. CONNECTIONS.
S.P.F. DOUBLE
TOP PLATE
__---2"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.
. 1
(12) 10d NAILS U.N.O.
,/-"�N2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
OT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
(ALT: 1/2"x12" TITEN HD @ 24"
NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
IF NOTED, THIS REFERS TO THE
F-S STEP, SIZE OF FOUNDATION AND
2x P T BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
/P x 6 *W*1.4 x W1.4 INCLUDE THE WALL
WWF OR FIBERMESH ATTACHMENTS 21' WWF OR FIBERMESH
/6 x 6 W1.4 x W1.4
3 1/2" MINI.
1/2"(mir A" A
;0
-TT
111/0111 All
(2) #5 CONT.
U.N.O.
A A A TYPICAL BEARING WALL @ STEP
w --- 9 M
"SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0"
STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
I VC\ �s
LOADBEARINGOR
",,,1-2x
INSULATION PER FBC AND ENERGY
EXTERIOR WALL
8" C.M.U.
FORM SUBMITTED WITH PERMIT
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
7/8" STUCCO FINISH PERASTMC.926APPLY3
SEE CC/S3 OR C14
LAYERS W/ TOTAL THICKNESS 7/8" OVER
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 HOOK DETAIL
BOLTINFO.
5/8"x6" BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
-04
*SIMPSON SP1
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP (24- MIN. LAP)
#5 REINFORCING
w/ (110) 1 Od NAILS C14
2x P.T. PLATE
FIBERMESH
-1
WEEP SCREED INSTALLED
'�#3
BAR
TYP.
ASSUMED FINISHED
C�
E
PER MFR INSTRUCTIONS
OR #4 REINFORCING BAR
GRADE
N
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40ksi
MONO OR STEMWALL-1
9
. . .. . .1% >
Cl)
FINISH GRADE 60 2
25' - MIN. LAP [30- MIN. LAP]
[GRADE 60 MIN.
FOOTING MONO SHO WN
FOR CLARITY
2
00
6 MIL VAPOR BARRIER
C?
�1
#5 REINFORCING BAR
R 17/8
C14
#5 LAP SPLICE
NOTE:
*FOR BEARING WALL 04 COMP. SOIL. (COMPACTED TO 11 1 1 f
W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
D1 557)
L4 V-4
FRAME WALL TO C.M.0 WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION. SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\
A
GRADE
00
it L [-;RLEE E I I
V �5'1� EBAR w/ OP T.
I �10114R �1=11 WWI t, I El ri I 1=1 :NCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" � S3
EXPANSION JOINT
T -IL� A
1
SEEA/S30RJ/S6--- -ILIF, ILI =1
FOR REINF. INFO. 13" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STCIRY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
ADDITIONAL INFORMATION.
BLOCK WALL BEYOND
O.H.D. RECESS
F-I I NI =�t
C?
Cl)
1/2"GYP. BD.
P.T. 2x
2 HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEALANT
-60,4,
-2X STUDS @ 24" O.C. U.N.O.
INTERIOR
4.. -3 1/2'
-A.
GARAGE
CONCRETE NAILS W 11/2" 1/2" GYPSUM WALLBOARD U.N.0,
EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
STAGGERED, FROM BOTTOM INSULATION PER CHART
PLATE TO CONCRETE ON FLOOR PLAN
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
TENSION 120#) CONCRETE SLAB
6 x 6 W1.4 x W1.4
4d
WWF OR FIBERMESH C')
E .1 A A-J I
Cl) 6 MIL VAPOR
BARRIER
- - I - = - -
41' 41-
INTERIOR WALL SLAB STEP NON-BRG
SCALE: 314"=1'-0"
K
S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
"' " v'
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
=i BOLTS 6" MAXFROM\.6
AT
LIJ END OF 2" x PLATE
0
LLJ
A
LLJ 1>
LU
U) P#
(2) #5 CO NT.- I
ON 3" CHAIRS
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4 cz�
WWF OR FIBERMESH E
J- I
(TYP.)
0
1 �4
10"
-'--#6 REINFORCING BAR
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF'
WALL w/ UPLIFT
SCALE:
N.T.S.
SCALE: 3/4"=V-0"
�3
EE PLAN
1 1/2" RECESS FOR
6 x 6 W1.4 x
W1.4
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
I
AT 24"O.C. MAX.
CONNECTION INFO
I
A . -
1 4
SEE PLAN FOR jk
xx
& LAYOUT DESIGN
I
TOP OF BEAM IV
. . . . . . . .
(2) HTS20
SEE ROOF PLAN
FOR STRUCTURAL
A A
A
BEAM SIZE &
Tu:
4
CONNECTION INFO
Cl)
T
7
2x4 P.T.
PLATE
2x4 #2 SYP P.T. FRAMING w/
SEE A/S3/J/S6
7/16'
MIN 7/16" O.S.B. SHEATHING
8-
O.S.13.
(n
z
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ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
Uj
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
COLUMN LOCATION
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
Uj
COLUMN SIZE AND BASE
LU
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CONNECTION INFO.
SLAB STEP & RECESS (c) S.G.D.
U)
SCALE: 3/4"=1'-0"
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
1A11 --rA
m
W1 I Aj r`-%j11q0 MASONRY WALL AND
COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
ATTACHMENTS EXTEND FILL CELLS
r, E
TO FOUNDATION PA
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LU SIZE VARIES PER PLAN co
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To the best of the Eagineer'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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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 I 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER
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 WALLI
1/2
MAXIMUM INTERIOR
EXTENSION FROM EXTERIOR WALL
HEADER FLUSH TO OUTSIDE OPTION
FACE OF BLOCK WALL IS 2 1/4"
_j CL
TO DRAIN
2x BLOCKING @ EACH END W/ 10d @
4"O.C. FROM EACH HEADER FACE
EXTERIOR
TO BLOCKING WALL
---(2) 2x HEADER WALL CLEAN -OUT rA
V/z/
PER PLAN SCALE: N.T.S.
�1�1�
7 5/81, 8" 7 5/81, 8" 7 5/81, 8"
SOLID AREAS ARE
STEEL AND GROUT
12
(TYP.) SEE ELEV.
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
RESISTIVE BARRIER-------"-'----- I
x
x
SIMPSON SP2 w/ (12) 1 Od
NAILS AT EACH STUD
L11 / T
CRICKET AS
—DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING
L-R-i L=_j
FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
Fill BOUNDARIES 6" O/C EDGES & 8" BLOCKING
O/C FIELD
11 . .'
2X4 PT STUDS @ 16" O.C.
A (2) 2X4 PT STUDS UNDER HIP
v CARRIER/GIRDER TRUSS
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. � �4
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T.S. ��4�
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
LW
A EB
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMIABEDMENT-
M
IN KO BLOCK AT EA. STUD
MOISTURE BARRIER
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED W/ GROUT
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW � �B
LMAIN SPAN
ROOF TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
S4
-
12 SEE TYPICAL WALL SECTION
(TYP) SEE ELEV. _",'1____'�PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED
(SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B
NAILS AT EACH STUD __j AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAILS
F
[ 7
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
SIMPSON SP1 W/ (10) 10d
EDGES & 8" O/C FIELD
NAILS AT EACH STUD
2x P.T. PLATE
0'. A 10" "J" BOLT @ 24" O/C MAX
W/ 8"EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONIC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
Z_
BLOCKING (TYP.)
TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
7
-TFSTD.
9d"HOOK 8"-,'
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-O"WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL----"
SEE FDN. PLAN FOR LOCATION
L
-
-
---
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--�
LU
>
0
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
GARAGE DOOR
8x8x16 C.M.U.
F,-_-8x
Is
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY-
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
BOTTOM OF MOU�NTING ffi
_."POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
FOR GARAG� DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" 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.0
1 #5 VERT. IN CONC. FILLED CELL--,-----,
W/ STD. 90' HOOK IN K.O. BLOCK
VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
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. SCALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
WALL
DOOR STOP PSPN516Z w/ (112) 16d NAILS
THAN5 OOF Top PLATE WIDTH
'o
PSPN51 6Z W/ ( 12) 16d NAILS
To
MOLDING
P 2 R
TOP 2 ROWS 1 Od @ 3" O.C. (14
Zf=
"2 P
SPLICE -7 NAILS TOTAL) EA. SIDE OF
SP
4,9,, SPLICE STAGGERED
2 x 6 P.T. GARAGE
DOOR
A
.6�
J-BOLT
BRACKET
TRACK
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
ISTUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1)LSTA30
91 -16'
(3)
(4)
(2)
(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"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
,-LINTERIOR HEADER:
(1) 2x SILL PLATE Wif (2)
12d TOENAILS
BOX HEADER
ONLY EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
2
C 0
3.
C
a
G
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
'--2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.0, SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ_`�
SCALE: N.T.S. �, �4
SIMPSON
SIMPSON
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
1 Od @ 8" O/C
ATTACH ALL -j
Q1__1
EXTERIOR STUDS
W/ 14116d TOENAILS
TO YbP PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
SIMPSON SP4
SP2
4.
P.T.
ATE
SIMPSON
SP4
TRANSOM FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
RECESS
LINTEL
SIMPSON
SP2
_41:
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SP4
RECESS SIMPSON
SP4
LINTEL
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSC
SP4
SS
r-TRU BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
;>< LU
2� <
2x TOP PLATE-/
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
`1/_ CHORD OR BLOCKING
2x STUD @ 24"
v
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE AIS3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/"'-j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
-2X P.T. PLATE
SCALE: N.T.S.
\,,, �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
, (4565# SPF)
> (5645# SPF)
(6970# SPF)
IS (9335# SPF)
PDXIED A.T.R.
t & NUT
'OXIEDA.T.R.
t & NUT
DXIED A.T.R.
t & NUT
2X8 P.T. BOTTOM P TE
__j
r
.1191, 101''J"
BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON C
SP4
"
ROOF TRUSS ABOVE
/_ 2X BLOCKING
(2) 16d TOE NAILS
CKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0" O.C.
MASONRY WALL
"O.C.
10d NAILS @ 6
d
AI
S @
A
STAGGERED
STAGGERED
TRANSOM FRAMING
0 0
N BEYOND.
PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS@ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
0
& 8" O/C FIELD
SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 5/8"X1 0" J-BOLTS @ 24' O.C.
1,A 10 MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOttOM
PLATE
I
5/8"X10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOfTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24' O.C.
FRAMING DETAILS ABOVE ENTRY R�
REV. 06.24.22
SCALE: N.T.S.
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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 seat.
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SIMPSON HGAMV
W/
(4) 1/4"X1 1/2" SDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING 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,
S
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAIL
2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
MAX. 9"
BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS
UNSUPPORTED, MAX 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL
IF >9"SEE 10/S5
I
IF
45'±
7_
45'
SEESTRUCTURAL
NOTES AND NAILING
2x4 CRO§
BRACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAILY
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/(3) 10d
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)10d 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
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
BLOCKING
7/16"OSB SHEATHING
END
GYPSUM WALL BOARD
ATTACHED W/ 10d
GABLE TRUSS
NAILS @ 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. BOTT OM
7
OSB SHEATHING ATTACHED
I
1 OdX3" @ 3-1 O/C
CORD ATTACHED W/ (2) 16d TOENAILS
_\
wl 10d NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
I N
I
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
NAILING SCHEDULE FOR HEATHING
DETAIL
2"x4" CROSS BRACE
x
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EA. END
1" BRACE TO EXTEND
EACH JOINT w/ (3) 10d & (2) 10d
(NOT REQ'D WHEN
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-l" OR
2x FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
/,-1/2" CDX PLYWOOD OR
-1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
/-7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
�,X NAILS
ATTACHED wl 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
Xx
I
�`
O.C. FIELD
BOTTOM ATTACHED
1\
_.
(2)16d NAILS
W1 (2) 16d TOENAILS
2x4 "T" ON TOP OF PANEL
2x4 PANEL BLOCKING @
.
.
48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
2x4 "T" ON T6P OF PANEL BLOCKIN 2"x6" P.T. SILL NOTCH "L" BRACE HERE
FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C
INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C.. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" 0 C
MOISTURE BARRIER 1 Odx3" @ 4" O/C C.1
"
" "
"
"
"
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 SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
TRUSS VERTICAL WEB (24,, GABLE WEB SECTION
STRAP MISSED VERTICAL 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. EMBEDMENT IN KO BLOCK
� �5 SCALE: N.T.S. � �5
TITEN ON OUTSIDE
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)
REFER TO DETAIL J
SEE STRUCTURAL
X-BRACING, AND TOP
ON SHEET S5 FOR
CHORD BLOCKING ;0 �o NOTES AND NAILING
SCHEDULEFOR
INFORMATION
- SHEATHING DETAIL BACKNAIL w/—/
111, 2' (2) 16d NAILS
WOOD TRUSSES
co Co 2"x4" CROSS BRACE
r APPROX. 8" FROM
2X4 RAT RUN BRACING RIDGEFASTENEDAT
AT 24" O.C. ON TOP OF EACH JOINT W/ (3) 'k
BOTT. CHORD FOR 4 10d & (2) 10d TOE
TRUSS SPANS NAILS @ EA. END
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT 2x4 PANEL BLOCKING
(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
O/C FOR THE K(2) 16d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48
2X4 BLOCKING @ 24" FIRST (4) ROWS OF
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
O/C w/ (2) 16d TRUSSES FROM EA.
TOENAILS @ EA. END NOTES: END TYP. TOP &
4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES
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 DQ
ST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
7
2x4 BLOCKING-",,, --2x4 "T'BLOCKING
@ 48" O.C. 16d NAIL
111 BRACE
ATTACHED W/
10d NAILS @ 4"
O.C. TYPICAL
7;7
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL
SCALE: N-T.S.
2x47' BLOCKING
2x4 BLOCKING @
-1
48"O.C.
1" BRACE ATTACHED lo� 16d NAIL
W/ 1 Od NAILS @ 4" 0.
TYPICAL
:4�
OL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAILr6
SCALE: N.T.S.
\11 �'
DIAPHRAGM
BLOCKING @
48" O/C
-GABLE TRUSS
If I'll
TRUSS VERTICAL
SIMPSON SP2 w/ (12) 1 Od
L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE 7T
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
16d PER SIDE
SECTION SECTION
r3 r4 SCISSOR GABLE "T" BRACEr7
SCALE: N.T.S. SCALE: N.T.S.
�5 AS PER HIB 91 SCALE: N.T.S. \,, �5
REV. 06.08.22
MAX. 9" 8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
/--GABLE TRUSS
x
/-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C.
SIMPSON HGAM1 OKTA W/ (4)
E ES AND 12" O,C. FIELD
1/4"xl 1/2" SDS SCREWS TO
/,,--JACK TRUSS
SEE PLAN FOR
BLOCKING & (4) 1/4"X2 3/4"
TITEN TO CMU
�.�,�C�NECTION
2x4 "T" ON TOP OF P A P0
BLOCKING, FASTEN WITH L 2x4 BLOCKING Wl
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. 9 1 Odx3" @ 4" O/C (2) 12d TOENAILS _jd
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
LOAD BEARIN LOCATION D
SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 1-01, TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION
� �5 9
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S.
'\ �5
1INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL J�
SCALE: N.T.
S- S5
TOENAIL 1
(2) 16d NA
12"
:E RSH SCHEDULE
IR ATTACHMENT
4 #2 SYP BLK'G @ 16" O.C.
10dxO.131"
)ENAILS EA. SIDE
)NT. 2X4 #2 SYP W/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON —DROP
rl 0
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
S5
1" BRACE W/ 1 Od @ 4" 0. C.
(SEE SCHEDULE FOR SIZE
12 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 6" OVERLAP
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
r
TRUSS BRACING OVERLAP DETAIL M
SCALE: N.T.S.
S5
'L" BRACE W/ 10d @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
LU
\-BRACINGw/(3) 10dx3"AT
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON — LOAD
BEARING LOCATIO (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"XIS" (U.N.O.)
1" BRACE
24"
0'011 - 3'-Of'
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS
TO PLATES (TYP.)
/--GABLE TRUSS
---UUN 1. btAKINU -- ----
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIM PSON SP2 W/ (12)
10d NAILS AT EACH
STUD
ENDJAC K
1 V-0" MAX.
LU
0
CORNERJACK
<
z
cr
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
')CBRAC
SEE
DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
ON
cc
FAMM
No
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
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 PERMANENT TRUSS BRACING PLAN
AS PER BCS1
SCISSOR TRUSS
SCALE: N.T.S.
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)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
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 Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
W/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
Z7
INSULATIO
BAFFLE
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8"O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED wl (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�,�
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU�C
AREAS.
FLOOR SYSTEM
\,-ER PLAN
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE - X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WID FURRING @ 24" O-C
BASEBOARD
MIN, 2500 PSI CONIC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
'A
04
-
co
A'
4
A..
I I I I I 'a , v - --
6x6 W1,4xW1.4 -11
I 1
WWF OR FIBE MESH 1111 1 1
A�0
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE w/ ASTM D7158-CLASS G or
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
FRAMING SHEET FOR
SCHEDULE - [RSHI - ON
"SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
LU PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
C/)
FOR MORE INFO
UJ
LU
= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
a-y—) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
LAYER 1/8" THICK.
-J LU
=) LU
U- =
vi
INSULATION PER
CHART ON FLOOR PLAN
rB �R
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
ET)
OR F
PAPE
MOI
(BAR
STD. 90 HOOK (SEE DETAIL)
8"x8"X16" CONIC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT, IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
co
LU
4"X4" INSPECTION PORT AT
CC
a-
EACH FILL CELL TYPICAL
Uj
0-
AT GARAGE CONTRACTOR
LO
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
411to 6" BELOW GRADE
:INISH GRA
DE ;0
-ff1T �LT
--STD. 90'HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE 4"
TYP 2-STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=: 1 1-0.1
S6
SIMPSON LSTA24 STRAP w1(8) 10dxl 1/2" NAILS TO
2nd FLO
BEAM/G1
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL ------
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1 st FLOOR WALL—
SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST F LR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
-END SHEATHING TO
)F BEAM OR GIRDER
TE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S.
E
S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" OIC, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
0?
SEE FRAMING WEEP SCREED
99
PLAN INSTALLED PER MANUF.
2"X4" CROSS BRACE 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
T
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)1 Odx3" @ EA. BLOCKIN G & MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR
SCALE: 3/4"=1'-0"
PARALLEL TO MASONRY WALL Is, �6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1 - -
2"x BOT. PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSIC
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
U
U
WEEP SCREED 7
U
INSTALLED PER. MANUF. C
C
U
SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS W/ MIN. 4"
EMBEDMENT IN KO BLOCK
FLOOR CONNECTION B
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6
FOR ADDITIONAL INFORMATION.
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=11'4'
"6,)
NOTE: SEE TYPICAL WALL
SECTION C/S3 FOR
ADDITIONAL INFORMATION
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT
EXCEEDING 10'-0" (R302.1 1)
SIMPSON SP1 W/ (10) 10d
NAILS AT EA. STUD
2 x STUDS @ 16" O.C.
2X P.T. PLATE
.40E—. A
... .
..
4-
SEE SHEATHING
SPECS ON FLOOR
-1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
5/8"DIA. x 10" "J" BOLT W/ 8"
/—EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN.
TYPICAL TENSION 2600#.)
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A"
�A
(3) #5 CONT. ON 3"
CHAIR W/ 3" MIN.
8" 1'4' 8"
CLEARANCE
INTERIOR 2—STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=11'-O"
ADDITIONAL SLAB INFORMATION. 111,S6
15132" OSB
Ar/
EXPOSURE 1
SHEATHING
PROVIDE
BLOCKING AS
f
rj
REQUIRED PER
E
j
SECTION X-X IF
u'l NOT FULL
-j HEIGHT SIHEET-
<
,,
U)
z
L
FLOOR SYST
7V
(2)- 2x TOP PLATE
BEYOND I
OSB
EXPOSURE1
F15132"
SHEATHING LU
M
:7
SOLID 2x
1
BLOCKING @ ALL :3
SHEATHING 0
EDGES (SEE 0
OPENING
qFQTION X-X) .
uj
0-0
-
C
�
_x
�j
-x
1]
uj
-2xSTUDS uj
BEYOND. can:
SEE PLAN
zi
0
0)
\-2x4 P.T. BASE
\—(D--JHORIZONTAL PLATEBEYOND
BBON OR \'ERTICAL SEE PLAN
BLOCKING
BETV�EEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
3/8" "S"= NAIL 318"
SPACING
/4"
S 1/2" 01 S 112"
S —1/2"
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING,
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FILITCH PLATE TO wl (2) 12d
TOENAILS EA. END. NAIL FILITCH
PLATE TO VERTICAL wl (4) 8d NAILS
(2) 8d NAILS @ 3- O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMW
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
Lu
JOINTS
TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN Ys".
u)
Z
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
@
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
U. M
@
NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL.
0
@
NAIL INTERIOR AT 6� O.C. wl 8d COMMON NAIL.
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
wt 8d COMMON NAIL
C) ::) Lu
uj 0
CF
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
Izz 0 a
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0 0 U)
0 U) M
0) U- Q�
K In LL
G
(2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL
uj 0
" LU 0
MEMBER IF GABLE END
LL Z:
NOTE:
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
REVISION 12-7-2020
. 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2"
. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8",
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"x`10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
BOX HEADER
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH SIDE
Nci 0
0
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
2x BLOCKING HORIZONT
EXCEEDING 10'-O"(R302.
@ INTERVALS NOT "LL
11)
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W1 2"DIA.
x 3/16" PLATE WASHER (MIN.
H R #. I I AL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W1 6x6 W1.4xW1.4
WWF OR FIBERMESH
A 4
4
A"
4.
711 IEEI I lEd I I- -I I =1 I
-:�j I JEEI I I I A
_ 4 A4 4 4
v
A .1 4 =
-11 IEEI 15 ::11 1
A A' A
(3) # 5 REBAR 0
IN 3" CHAIR 4" l'-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x 4" LL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
SIMPSON
EA END
EA END
EA END
EA END
V4
(1)
(2)
(1)
(2)
(1) LSTA30
4',1'
(2
(3)
(2)
(2)
(1) LSTA30
9'- 1
(3)
(3)
(2)
(3)
(2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RID LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
TE
2X P T PLA
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
I= OP
:I I 1=1 I
2�
9
;�- 2
@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Englnee�s
signature and seal.
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1X4 1/2"DRYWALL
"'4 L)
DOORJAMB (REFE'*R1x4 1/2" DRYWALL
DOOR JAMB (REFER
Fix4 F 1/2" DRYWALL
DOOR JAMB (REFER
P.T.
TO PRODUCT
kE
TO PRODUCT
-
TO PRODUCT
APPROVAL FOR CONtN.
:)NN.
APPROVAL FOR CONN.
1,
APPROVAL FOR CONN.
_\_1 X 4
1
14"
_1 x4 P.T
3/16"0 X 3" LONG E
FURRING
F2X8
3-1/4" LONG X 3/16"0
1-1 E FURRING
F`U`R R I N G
TAPCONS
(2) ROWS 3/16" x 3-1/2"
TAPCON. INTO
STAGGERED @ 16" L1x8
TAPCON @ 16" O.C. &
BLOCK@ SPACING
1"
DETAIL
P.T.
O.C. 2-ROWS INTO
Im
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
1yo
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
1x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 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
DI
1x4 1/2" DRYWALL
x4
DOOR JAMB (REFER
EACH END W1 MIN�
TO PRODUCT
F_
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/�16"
il/2"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/24 F1
x 3-1/2" TAPCON @ 16"
i
O.C. & 4" FROM EACH
*1 1x4
TAPCON @ 16" O.C. &
ST
END w/ MIN. 2" EDGE DIST.
FURRIN(
4" FROM EACH END w/ L 2x8 P.T.
ATTACH SECOND PLY w/
2x P.T. AS REQ1D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2x DETAIL
2 1/4" DETAIL
STAGGERED @ 12" 0.".
.3-1/4-1 DETAIL
BUILDOUT @
OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc_,��
SCALE: N.T.S.
�
SS j
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1/4" MAX
it
1 X 4 FURRING
SOLID BLKG. AT TOP BTWN.
BLOCK HEADER
ARCH BLKG. & BUCK
1/2" DRYWALL
-8d NAILS AT8" O.C. AT BUCK
2x845 A DIAGONAL
To
I 7N
(4) 10d NAILS INTO
BRACE(S)
2 x 8 BRACE/ BLKG.
LKG
7/16" OS B
BUILT UP PLWD. BUCK
ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH)
POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH
(4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS
1
BRACE/ BLKG.
INSTALL WDW. SCREW ANCHORf
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS 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
SCALE: N.T.S. � �S
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW----'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
SECTION
A -A
81'
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 DIAGONAL 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.
2 x 8 BUCK - CONNECT TO BLOCK SECTION
WITH 1/4" x 3 1/4" TAPCON (11 1/4" MIN. B-B
TIN 0
/4" MAX EMBEDIMEN To Z-10" 81,
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B. ON T
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
13-13 ARCH DETAIL rK
SCALE: N.T.S. 1\ �S
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
4'MAX. RAD.
PROPER INSTALLATION MAX. 8"
#5 REB,
(TYP,)
FILL SOLID
BOTH CELLS
STD. 90'
HOOK C
LA-
-
NOTCH WEB AT
±5 A_
FIRST 2 COURSI
APAUI I Y = 6U0 # t-UK I Z:, I KAV
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (4) 1/4"x1 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 16d
SINKERS AND (7) 1/4"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" HID 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
(5) 12d NAILS SIMPSON
2X6 TO 2X4 H2.5A w/ (110)
8d NAILS
JACK TRUSS PROVIDED BY---//
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
9X4 SYP #9 CONT IMATCH TRHq-q DEPTH
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP,
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
IF TRUSSES USED) W/ (2) #6 X 4Y;!" 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"
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 i 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 & MID
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER-� 6-011
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
-F.
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
A
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" MIN. LAP
A
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
C*4
ce)
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
z
&
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(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
2 .3"COVER EA. WAY
,0" MIN. (2-STORY) WITH MIN
4
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J0
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.
kR
4v
YP.)
I ### ±2"I III
THE
:S
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
40
4000
#5 REBAR (TYPj *40
440
#40
9C 0TD. 90- HOOK (TYP.)
SCALE: N.T.S
2x SUB FASCIA
ALUM DRIP EDGE
BIRG WALL TYPET— ALUM FASCIA
PER PLAN 1-3/4" TRIM PAINTED
L SS NAIL w/ 5/16" HEAD
F CHANINtEL,
IDIA. @ 24" O.C.
FASTENED PER
NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT
CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING wl 2-12d NAILS CHORD EVERY OTHER TRUSS
wl 3-12d NAILS, TYP. I(-)
1. --G—.C./ BUIL--DER—TO--V--E-R-I-F-Y/PRO—VIDE--S-O-FFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
- CMU wl T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
- WOOD w/(3)16 GA. 3/4"x1/4" CROWN STAPLES@ 24" MAX. O.C. IN DIAMOND
PATTERN
- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = 11-01, FOR ALUMINUM SOFFITS �/ITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
.REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
-2,k, 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
* DOUBLE 2x4 SCAB FOR 7-15" TO 4'-0" O.H�
+
+ + (2)10dNAILS 8"O.C.
+ + TO TRUSS TOP CHORD
+ + PLYWOOD SHEATHING
BLOCKING AS
TRUSS +
+ REQUIREDTO
2X4 Syp + SUPPORT SOFFIT
EACH TRUSS
CONNECTOR b%,
SEE LINTEL
SCHED.
PRECAST LINTEL NTER SOFTIT
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION@ ROOF EXTENSION
SCALE: 3/4" = V-101" � SS
qi=r- _qH1=PT 119 AMr)
SIMPSON HTT4 wl (118) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
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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
,--2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
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FILL 1 st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR I
FURTHER INSTRUCTIONS.
OVERHANGi.1,
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
ISH
A
#5 BAR
L L 0. a CENTERED W/
-17 HWKt
IN TOP
9
KNOCKOUT/ C"I
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT 9
STANDARD CD
gor 00
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#5 BAR IN
FILLED CEL
L V L. L, V 16,
L L
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
]INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" 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
I j I EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S,
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SECTION
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. Engineer's signature and sea[ is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and sea].
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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-
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2x4 UNDER STRINGER GLUED AN
NAILED TO LANDING BLOCKING
D
go 2X4 PT NOTC
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INTOS RINGER�-
D
--2x8 BLOCKING FOR STRAP
LA x4 blocking
SIMPSON MSTA21 W/ (16) 1 Od NAILS
Y-AE �
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCAL-FT 1'-O�'
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND
WaX I
MTS12 w/ (14) 10d x 1
M'�N
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1/2" NAILS)
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2x12 TREAD
I
GLUED AND
NAILED--\
DRAFT STP I 1 11111
2x4 PT NOTCHED INTO OV Ilk 1
x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCO3NED ,14= f?
INTO FLOOR WITH GLU NOT TOUCH STRINGERS
AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: 1'-0"
JOIST
SYP
2x8 SYP
2x8
SYP
STRINGER MUST MAKE Fl
CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
4(i-� SE
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A355 OR
LSC EACH
STRINGER71
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
2x SYP CUT TO FIT
BEARS IN WALL
--2xl2 SYP
BEARS IN WALL
—2x6 SYP
ALIGN THIS STUD WITH
FACE OF 2ND RISER 3/4" RISER CUT TO FIT
MAINTAIN BETWEEN 4
AND 4" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
v k�: 2x4 DRAFT
RISER AND TREAD
2x4 SYP BLOCKING
2x4 PT NOTCHED INTO STRINGER-\-,;,� FOR STRAP
(SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE
(14) 10d x 1 1/2"
AT STRINGER CONTACT POINTS NAILS)
CTION VIEW "All
SECTION VIEW "B"
SCALE:
V 1.41 SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2
FSTRINGER
STOP
I I L. Z Z-
-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
---2x4 BLOCKING FOR 2x12
t-72x4 PT UNDER 2x12 C
ROVIDE MOISTURE
PROTECTION
OVIDE MOISTURE
PROTECTION
TT Poj
L TS
ZATTACH ALL COMPONENTS
�S
OF STAIR TO CONC. W/ J" X
2 TAPCONS @ MAX. 32" O.C.
Arjjljz�N
, A
—ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W1 J'X NAILED TO STRINGER
2 TAPCONS @ MAX. 32" O.C.
G. 1
SECTION VIEW
SCALE: 1" 1'-0"
TOP OF
STRINGER
STRINGERS
R S
E 2x4 BLOCKING FOR 2x12 SIMPSON A35
2x4 PT UNDER 2x12 OR LSC EACH
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 W/
2x4 PT NOTCHED INTO STRINGER
(14) 1 Od x 1 1/2"
AND NAILED TO FLOOR WITH GLU
NAILS)
AT STRINGER CONTACT POINTS
'-�
---1
CTION VIEW "D"
SCALE: 1 V-0"
PLYWOOD
Z�-
2x SYP CUT TO FIT
BEARS IN WALL
------2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 1'-0"
STRINGER
2x4 GLUED
AND NAILED
SECTION D-D
-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 GLUE
AT STRINGER CONTACT
POINTS
SCALE: 1 V-10"
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
LU
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x GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW "Ell
SCALE: 1 V-0"
SECTION VIEW
SCALE: 1'-0';
NOTE: 2x8
DRYWALLSTOP
NOTSHOWN
STRINGER_
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3
FLOOR TRUSS OR CONN. TO BOTTOM
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACTOR
PROVIDE SOLID BLOCKING
(2) LAYER EDGE GOLD
BELOW ALL NEWEL POST
OSB OR PLYWOOD
b;�
FROM JOIST TO JOIST. USE
OR 1 j"X16" LVL
2 X 12 BLOCKS, GLUED AND
ATTACHED W/ 12d NAILS
NAILED TO JOIST.
@ 6" O.C. TOP, BOTTOM
AND VERT.
NEWEL POST
SECTION VIEW #'G" BLOCKING
SCALE: I"= V-0" SCALE: 1 1'-0"
SECTION VIEW
SCALE: Fo'
STAIR CONSTRUCTION DETAILS
(1 F 11 X 17 REDUCE SCALE .5) SCALE: AS NOTED
(WALL JOINT
IER JOISTS)
YWALL TO
STUD NAILED AND
JED TO TOP PLATE
CUT INTO RIM BAND,
JED AND NAILED TO
kRING WALL BELOW
(WALL JOINT
YWALL TO
IER JOISTS)
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
.2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
2X STRING�R
2X B
0 CKING
SIMPSON MTS
2 w/
(14) 10d x 1 1/2" NAILS
ND R
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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 Gode -
Residential 7th Edibon. Engineer's signature and seat is only for
the structural engineering porbons of the drawing pages bearing
Engineers signature and seal.
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PLAN SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
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��SHI
A ?Nl�
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP,BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T. -r
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING PACK
MAX 24" SPAN (EITHER HIP
SIDE OR BOTH IF REQ'D) G. T
(2) 12D NAILS —
AT 12" O.C. MAX
(2) 2x8 #2 SYP w,
O.S.B. FLITCH PI
TOP @ TRUSS E
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Old x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 wl (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
VVI 4_- I %JU �W L_�%.al I I F A�_4%J%J V V L_� BEAM RAISED ENTRY
CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL r2 MASONRY WALL KNEEWALL @ ENTRY FRONT WALL
SCALE:NTS SCALE:NTS
SCALE:NTS SCALE:NTS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
a__TI
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
I I AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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
AK
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
—Awl
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
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) 10d x
1 1/2" NAILS EACH
TB
.
PRE-ENG. TRUSS
2X4 BLOCKING I
2X4 DIAGONAL AT 8'-0" O.C.
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
Rvwm vI
2X4 CONT. W1 (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
—TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
T'�
EXTERIOR. WALL r7
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
TRUSS
SIMPSON LSTA18
VERTICAL SCAB 2 x 6
w/ (12) 1 Od NAILS
#2 SPF 48" O.C. W/ (4)
CENTERED AT
10d TOP & BOTTOM
SPLIT TO TIE
OR SIMPSON H2.5A w/
BEAMS TOGETHER
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
H2.5A W/ (10) 8d NAILS
TRUSS OR SIMPSON
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT--/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL INTERIOR BEARING r3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
A\ VARIES
ROOF SHEATHING
2x4 #2 SPF BRACING @
ATTACHED PER
NAILING SCHEDULE
16" O.C. W/ (4) 12d
4=
COMMON TRUSSES.
TOENAILS TO TOP
SEE TRUSS PLAN
PLATE & (2) 12d END
—MIN.
(2) 2x4 FOR CONNECTION
NAILS TO TRUSS
SPF TOP INFORMATION.
BOTTOM CHORD
PLATE
�,VARIES SEE PLAN
'i><
FOR WALL LOCATION
MIN. 2x4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
'v
SHEATHING ATTACHED
1
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN. 2X4 #2 SYP P.T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE,�
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
SECTION 0 ENTRY
SCALE:NTS
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SIMPSON HUC41 0 w/ (14)
ISEE PLAN 1,
FOR CANTI
16d INTO HEADER & (6) —
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
d7/
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
1 OSB FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
___--7/16"
OSB FLITCH PLATE
SEE FLOOR PLAN
F Rj
0
REQ'D ONLY WHEN
COLUMN SIZE BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT KA
SEE ROOF PLAN
CONNECTION INFO.
FOR BEAM SIZE &
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
L-t— PLAN FOR MORE INFO
51!
COMMON BM. ATTACHMENT
SCALE:NTS
EXTERIOR SHEATHING
ATTACHED PER
2x4 STUDS w/ SIMPSON NAILING SCHEDULE
V_
SP1 w/ (10) 1 Od NAILS N
AT BASE SEE J/S6 FOR i
MORE INFO.
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 1 Od NAILS OR
z z SIMPSON MTS1 2 W/
(14) 1 Old X 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTE7M-/ FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
FLOOR
SECTION
CONNECTION
r2 2'�
SCALE: NITS
SCALE: 3/4"=V-0"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
CENTER OF POST
///- BM. SPLICE OVER
MIDDLE
8d NAILS AT
4" O.C.
SEE PLAN FOR
VALLEY TRUSS
INFO.
MASONRY WALL BELOW: SIMPSON
H ETA1 6 w/ (9) 1 Old x 1 1/2" NAILS @
MASONRY WALL
:: A 4'-0" O.C. TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_-�
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
rIF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
w/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
All
SIMPSON LUS26 W/ (8) 10d NAILS
ZSEE
OR IF 2 PLY TRUSS SIMPSON
LUS26-2 W/ (8) 16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LE DG E R W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW ROOF
SCALE:NTS
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 10d
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
LOW ROOF/WA
N
STUD)
SHEATHING AT CHE
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 W/ (14) 10d x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
><
W/—/
LOW ROOF TRUSS (2) 2x6 BLOCKING UNDER FLOOR G.T.
RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS S I M PSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION P 0
@ BUM UT r3q
SCALE: NTS
DETAILS & SECTIONS
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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 engineering portions of the drawing pages bearing
Engineers signature and seal.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 1 Od x 1 1/2"
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
(USE SP6 FOR 2x6 WALL, USE SP8
FOR 2x8 WALL)
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
N EXT. SHEATHING
MASONRY WALL
A BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C..
(2) 2x SPF TOP PLATE
FLUSH W1 TOP
BLOCKING INFO
W/ ) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
-SEE FOR 2 OF MASONRY & 8d
BLOCKING NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOE NAILS AT EA.
- INTERIOR HEADER
rSEEFOR
DETAILS
DETAILS
U')
FLOOR +
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
X"
2x4 CONTACT
U.N.O. ON PLA N
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
ITI -----
)9
SURFACE A 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
11
FLOOR SYSTEM 7 - m
- M
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
2
AT 48" O.C.
EXCEEDING 6 FEET.
A SIMPSON LS30 w/ (6) 1 Od
SILL PLATE w/ SIMPSON LS30 w/ (6)
10d x 1 1/2" CLIP EACH SIDE
SEE PLAN
7E =4
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
Dou
x 1 1/2" CLIP IS TO BE
MIN (3) 2x #2 SPF STUDS @ END OF
. 10 . !-4!
CORRECT BLOCKING
w/ (3) 12d EA. END
FLOOR DECK
INSTALLED AT EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
I ^:t 11 *j I G.C. VERIFY INTERIOR
I.. 1.-1 1/2" GYP. BOARD OR
REQUIREMENTS
TO HORIZ.
BLOCKING
BLOCK
TYPICAL BLOCK
2x CRIPPLE AT EA.
INFO
.. [--I
MSTAM36 10d
WALL
SIMPSON LSTA30 w/ (11) 1 Od
(2) SIMPSON STRAPS w/ (7) EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
END OF OPENING
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
�M
(2) SIMPSON MSTAM36 w/
I -JOIST SEE PLAN
PACK w/1 Od NAILS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 1/4"x2
TIE BEAM
@ 8"o.c.
SIMPSON MSTA36 STRAPS w/ (26) 10d
TO RIM BOARD 1
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
FLOOR TRUSS/ I -JOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING
IS INSTALLED). SCALE: N.T.S.
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
SEE SS FOR RETROFIT
GABLE END RIM JOIST-
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION.
DETAIL TO BE
CONNECTION IF MSTAM36
SEE R/S6 FOR
CONNECTION INFO TO
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
SECTION CORNER
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN. @ 2nd FLOOR
HEADER CONN. @ 2nd
FLOOR('TN�
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
JAMB STUD
NOTCHED AT HEADER LOCATION
(2) 2x8 OR (2) 2x6 TOP
REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION
PLATE SEE PLAN
F RIPPLES IF LONGER THAN 8"
TYP. A a 2 - 2 x 4 SPF SIMPSON CS1 6 w/ MIN. 12" END
(D
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) SIMPSON LSTA30 w/ (22) 10
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2X6 WAI
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
SEE PLAN FOR CONN.
TALL. (CONTRACTOR MAY USE RTT
To
CLIPS) NAIL BACK LEG OF CIPPLE TO
T
(2) 2x HEADER TO SIT
HEADER 12 TOENAILS
FLUSH w/ THE OUTSIDE
I 1 11 A NAILS TO STUDS ABOVE & (11) 1 Od
NAILS TO STUDS BELOW.
NAILS BENT OVER TOP PLATE
THEN DOWN THE FACE OF
(2) - 2X SPF TOP PLATE
w/ (2)
0
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
HEADER FLUSH TO OUTSIDE
31DE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
INTERIOR HEADER
NAILING AREA (TYP.)
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
CONNECTION
7
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
COL. SIZE
0/—(2) SIMPSON MST37
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
)JR
j (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS w/ (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
j AT STEP DOWN LOCATION, MIN 7
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
------
PLATE SEE PLAN
MORE INFORMATION
XSPF EMBEDMENT PAST STEP.
SILL PLATE w/ SIMPSON LS30 w/ (6)
FLOOR SYSTEM OR
I
12d NAILS AT 6"
BLASE PLATE
2x CRIPPLES @ 16" O.C.
10d x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
SIMPSON SP6 w/ (6) 10d x
PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
C B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
87
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
SILL OPENING WIDTH 4 FEET).
BAND JOIST & BLKG.
(2) 2 x #2
1 1/2" (USE SP8 FOR 2X8
WALL) @ 24" O.C.
F EWALL OR BEAM WALL) AT EACH STUD AT HEADER /
(MAX.
IF OPENING IS GREATER THAN 4,
OR LVL GIRDER
SYP U.N.O.
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF STUDS ARE W/IN WALL SYSTEM A.B. TO
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
TO BE INSTALLED AT EACH END.
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 10d NAILS @ 8"O.C.
COL. SIZE
*4' INTERIOR HEADER
LH 2 x 4 i2'SPF STUDS
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 W/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
16d NAILS & 5/8"
BOX HEADER
EXTERIOR HEADERS
SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYP. Z-@ 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
FLOOR TRUSS/ I -JOIST SEE PLAN
TIE BEAM
ANCHOR BOLT W/
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 W/ (10) 10d
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE
TAPCONS
0
PROVIDE BLOCKING
OVER TOP PLATE
SIMPSON SP2 W/ (12) 1 Od NAILS AT
N FOR FTG. REQ.
115"1 SEE FOUND. PLA STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAM BS
TOP AND SIMPSON SP1 W/ (10) 10d
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
'PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS W/ (3) 12d TOENAILS T&B
''��SEE
FOUNDATION PLAN
-4-
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
FOR FTG. REQ.
2x CRIPPLES TO —
MATCHJACK
STUDS w/ (2) SIMPSON HTS20 w/
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLY.
HEADER CONN.
2nd FLO OR � �6
STUDS BELOW
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
SHEATHING CAN STOP ONCE UNDER
2 STORY COL.
GIRDER
CRIPPLES ARE LESS THAN 8"
(IF
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ 'D)
SCALE: N'.T.S.
---ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
1-�CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION
SEE SS FOR RETROFIT S E 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
HEADER STRAPS
NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
NAIJCAN
(2) S I M PSON LSTA24 W/ (18) 1 Od L \\�_ (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
PLATE THEN DOWN THE
FACE OF HEADER/STUDS
(2) 2x HEADER SEE PLAN
DOUBLE 2x4
SIMPSON LS30 W/ (6) 10d x 1
"FOR OPENINGS LESS THAN
1/2" NAILS AT EACH END TYP.
4'-0" WIDE, SILL MAY BE
S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
ATTACHED W/ (2) 16d TOENAILS AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3'
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
UDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
INFO.
(2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE W/ SIMPSON LS30 W/ (6)
END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft 2x SILL PLATE W/ SIMPSON
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
10d x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
(2)
IS GREATER THAN 4 FEET
r8
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
SILL (MAX. OPENING WIDTH 4 FEET).
A SIMPSON LS30 wl (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
SCALE: N.T.S.
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH S I M PSON LSTA30 w/ (22) 1 Od NAI LS
SIMPSON (2) MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 1 Od NAILS
NAILED TO STUD PACK FLOOR DECK
I FLOOR DECK
- O.C.
@ 3' 2x4 BEYOND
—X
DOUBLE
W/ 10d NAILS @ 8"o.c.
0
AGAINST
2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
SIZE & CONNECTIONS
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM r9
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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9
9
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
'LOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
JOINT
WINDOWBUCKTO
)GE OF
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
2) SEALANT JOINT
DEM
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
\. . . 1, ,
AND EXTEND TO
-WINDOWFRAME
MASONRY -----------
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
CLADDING AND WINDOW
"W�
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
STRUCTAILATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
1 . Cut, fold up & temporarily secure 1
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
FOLD UP WEATHER
11�1�
RESISTIVE BARRIER &
TEMPORARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHIN
SHEATHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY 0
SELF -ADHERED FLASHING
r
AL
AL
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOI,4
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
1
2
8
§
DOUBLE
JOIST
SINGLE WOOD BEAM
JOIST F-BELOW
DOI
Jol'
r - /SINGLE WOOD
JOIST LOV�
Y7B E
ITH lI-L/A0r111NU
SCS 06 02 WINDOW FIN INTERFACE W
EXTRUDED SHOULDER DECK JOIST
2x FRAMEWALL
SELF -ADHERED FLASHING
PRODUCTS DETAILS TILE FINISH
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK-
PER THE FIBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as # in each detail that corresponds to the
numbered items in the list o3qRstructions below:
1 . Install self -adhered flashing in order as shown by numbers
8" CMU
2. Install flashing and weather resistive barrier to form water shedding
laps
4" OR 8" CMU
3. Self -adhered flashing can be substituted for building paper
(PER SEAT DEPTH)-
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT -
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (15" x 6"
Minimum)
SLOPED MUD BED-
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
VINYL SHOWER PAN
8. Mechanically fasten as necessary
1'4" PER PLAN
SHOWER SEAT
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6'. USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING -
(D
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
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WINDOW UNIT
DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS.
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"-V 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
NAIL BRAND OR EQUAL WEATHER EXTERIOR
water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
PROOF CAULKING CEMT. FIN.
of draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
SUBIFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
zm
;2�n
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The
RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
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
CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
zo LZO substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED ASPHALT ADHESIVE
THROUGH SELF -ADHERED
FLASH:NG,JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASH NG SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED VVINDOW
(SEE DETAIL VVP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE 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� ADHESIVE AS SHOWN) contraction, ASTMC 1281, 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:
14PER
1 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
7
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
JIM
3.3.Under and at the ends of masonry, wood or metal copings and sills.
-7 Ground7
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
7. 7.At built-in clutters.
Water Resistant Barrier
:LF-ADHERED FLASHING
TCH
HERED FLASHING
I2
4
5
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE To TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
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, DENSGILASS
STRUCTURAL FRAMING
STRUCTURAL SHEATHING
�___-STRIPOFSAF
-DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
ER STOP
NUOUS BACKER ROD A
LANT
4TITIOUS FINISH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" 0. 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 sirn.
caulk for all
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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 Flodda Building Code -
Residential
7th Edition, Engineees signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineees
signature and seal.
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Mounting Brackets (10 Gauge�
4-1,t2* x 4-1 12'x 2-12'
See Anchor Schedule
back Cress Support
. (May be cut to W)
Right8racket (16Gauge)
112" Dia. A325 Galv.
fTyp.)
4Self-Drilling
Screws
A/C Unit Bottom Edge
Hurricane Strap
Washen (Typica F 3 in front)
Front Cross Support
Self-Lockling Nuts (May be cut tow)
Left Bracket (16 Ga il # 14 SW -Drilling Urews Thru Brdckets 8
Back Cross Support into A/C Unit Bottom Side
(Typical: 3 each side for hurricane use)
_*,ak ...Lru usatu-sunts a- p-.W -1, 6 H�Iur F11-
Reeked Snall Debrwing saystillall "a resittlest
fis, arm apil
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
For 1 off
, 221 &2U21
�21111
trials, "
Q0 292
Doo Pondna
JIM
Mt2t
VNVOn MWWfaK4Ur*f
Context Indrigor & Lloorl
Validated By
Validated submitted
WAtionayal
Apor 10tatus,
Afrimidion
2020 Smid Vent Proauch, IN
Mchael Graham HormosF NorerOPE
Locke B.,V- P E
12/iSM20 12/1&202�
1212&=0 App-d
Category: Structural Components
(877) 441-83M PE-73778
034) 300-1800
SUbCaNgOW. Pt'dUCM hYodUc#d as a Result Of
N- T.ori-fty
Coingulsin is
Rod& Ralilsol Anhilloci ot, a U-sod Fenct.
FLAMASP-luder
Frofe"I.W Englne�
ollout
Product Descries-
Quality Asiturantoo,
Contract F,,kAk, Oes,
Aver-od for use Avoroyed
In HVHZ outside
for use
dVHZ
Impact D,91a,
R.Mtant pnesoure
1
'Id
Du:�Fu ftnFloodardVentilation�nt
12GI120M
Yes
Yes
MIA -100i.IDO
2
m%1.nl=*111S4
Ou F.ructicnFlood-cVnflisil-Vorit
1MI/2023
Yes
Yes
MIA -lWlm
3
I :40� :11
shrill Mode #1 40L 20
Militated Flood Vent
�?N`3112023
Yes
Yes
NA :�00 1DO
4
Sin rtVt Model 41 M0,521
In u1uudFINdIV.m
�W(123
Yes
Yes
MIA 00 IDO
5
Sm rtV.M Moda: #1 MOL52
16&qd; Geroge Door Flood Vent
12e3ir2a23
Yes
Yes
N 1A N/A
6
Sm:rtV"t Mode 111540 570
Wood Wei; In .1 &led F lood Vent
12rJI/2023
Yes
Yes
N/A . I 00� 1 DO
SmadVent Model #1540- 574
14 5&qa Gairage Door Flood Vent
2r3i)2023
Yes
Y_
N/A M/A
Flo rida Department of Business & Professional Regulation Pop 1 0 1
Building Codes and Standards VW2921
Product Approval Application Detail
QRft 29LO mp Dag Pwxlm 20
MM VWW- M.Weedurnor Condom L.- V.111datied a, Vaildl SLtYWU,d F13C Ansini A-,,d alatun,
Re,AN. 2020 Drexel Metals IN Jason Shumate Zach ry R pruist LocKe B-dan E 05110/n2o owsr2o2o OMOnD20 10,12V21320 ApproYsO
Catoigl Roofing k5O2) 30-1511 PE-Z021 (334, 300-1800"
SubCategonin Metal Raping
Cornollenee Ill Evaluation Report fr= a
Ronda R .00-ol Anlullect or. Licensed Flodda
Profers,lorial Egsnee,
F141171111MI-Rill Produicts
OuWv As"arste Aeoro"o ty Use Aparityled for Up Immi Deolon
Isroxi Distillation Inlim outside Ill Rosistault
or lIrrg Systems DMG I OONS DMC 15OSS. cMC 175S,, DMC 2ODS IMIA!025 Yes No MIA 01-180
DMG 5V
Florida Deparlment of Business & Professional Regulation
BuNding Codes and Standards
Product Approval Application Detail
P.9, 2 of 4
Eml or
Date Perselints
211
Type Version manufactureE
Contact Enalreer & License Validated Bv
Validated Suber aed FISC Approval
Approved
status
R�sion 2020 Trierma-Trut Corporation
Sl J-pason Lyndon F. Shrma P E Ryan J King P E
04M 5(2021 1=1rZ02O 04r22J2021
0SAW2021
ApproYed
Category: Exterior Dows
(8W) S43-7626 PE-434M (813) 767-6655
SubCategory: &Ynnging Edishor Do- Assemblies
.1-pe,-n@th-bru
COM pliance Method: Ewtuortion Reportfrom ,
in
Florida Registered Architect ora Licemsed Florida
Protmonal Eirigineer
FL#204684tfi larodlitift
QuaftAssurance
Annoyed for User Approved for U
impact
Union
Or Ilanne
Product Deverlishon
in HVHZ Clutidde HVHZ
Resustant
,!"'N'rintser
I berClassle and Srnooth-Star
Nwrilhal 69#39;8 "jpac*-t; Opaque 112131=22
No Yes
Y_
MIA
Composite Edge Fiberglass SNI� Door
(In%Wng)iOutrg Xowifiguraffion)
2 1) Therma.7ru Fiber-Clasluc and Smown.Star
Nominal 511,039,8 "l rripactIquot, Opaque 12f311=2
NO Yes
Yes
N/A
Componiste Edge Filberglase, Sirvie Door with
Sdolitel�) (Insong/Outs-rw XO, OXw OXO
.figurst.n.1
3 Therma-Tru Ftbet-Classic and Smooth -Star
Nominal 68,4398 &quOt.lmlioct&qwt. Opaque IVW2022
NO Yes
Yes
MIA
Compmte Edge Fiberglass Double Door wth or
,nithout Side[ t� )0(. OXXO
cotifigualloms,
4 d The-Tru Fiber -Classic and Smooth -Star
Nominal 6&039;0 "lmpact": Opaque 12r3l=
No Yes
Yes
MIA
Composite Edge Fiberglass Single Door
X ow"QU-bo")
5 a Thetme-7ru FlIber.Classic and S-M-Stor
Nominal 8SAM,0 &qudt;lrrpaCt&qW1% Opaque IW31=2
No Yes
Yss
WA
Composite Edge, Fiberglass SkVI. Do., Mh
Sidelzi (In_ng/Cvtg XO OX or OXO
configundloms)
6
f TIserma-Tru PlIber-Classic and Smooth�Star
Nwm,aI8&#n,0&quoQmpaOt8l Opaque
12131/=
No
Yes
Yes
N(A
Composite Edge Fiberglass Double Dow vAth or
�ftnut Sinautes, (InervArgiOutiaMrig: XX or CXXO
-rifig.nit.n.)
7
9 ThemssTrVFIber-CJaasIc and Smooth -Stair
Nominal 68-391, s &qUotIrripadt&qIsOt, Gland
112131f2022
No
Yes
Yes
MIA
composite Edge F,bergloses Srgle Door
(Iwnq�Outsvving: X -figuration)
a
In Thermar-7ru Flbe,�Clssl� and Smooth-Stal
Nominal 69ff3e,,8 iquotimpilettLeludt Gland
IX31r2022
No
Yes
Yes.
MIA
Com po"to Edge Fj banglass Single Door wth
S,delite(s) 0ns-natOuL-nQ XO OXw OXO
configuration-)
9
t Therma-Tru Filber-Clas� and Smoath-Ster
Nominal 6&031).8 llquotimpoicAquot, Glued
12J31=22
No
Yee
Yes
N;A
Composite Edge Fiberglass Double Dow %41h or
.th.ut Sd.Ilt- J-ng/Ovo.MnR. )0(w OXXC
-figuraticna)
10
1 Therma-Tru Flnois,-Classic arid Smooth -Star
Nominal 8&039;0 i6quotimpact3quot, Gland
12t3l=22
No
Yes
Yes
NIA
Composite Edge Fi barglass Single Door
inswrig/Oulewthig; X configuration)
11
k- Therma-7nu Fleer.Classic and Smooth-Slar
Nominal 8&0391,0 l4quotIrripact&qw� Gland
12W/2022
No
Yes
Yes
N/A
Composite Edge Rherglass Single Doot with
adalws) 0-4it0aftswrig; XO, OXox OX0
Ovnfi,giureton.)
12
1 Thormo-Tru FIbe,,CIsss,c and Smooth-Stal
Nominal 8Ƈ,0 11,quotimpasel1quet, Glued
12f3l/M22
No
Yes
Yes
NIA
Composite Edge Filberglaoss Double Door voth or
wthout Sidei'lins. (Inswing/Outemnij. XK� 0)0(0
configurations)
13
m Thermai riber-Claussic and Srnooth.StaT
Nominal 68,09,6 8,quotimpacAqtoot, Glazed Molded
t2f31=2
No
Yes
Yes
NiA
Open Composite Edge FibergilassSingle Door
(InswrigiOuts.ing X-fig.ration)
14
n Therma-Tru Flber�Cll and Smoah-Star
Nominal 5&039rB fuquotImpactiluquot, Glazed Molded
12131r2022
No
Yes
Yes
N/A
open O"parate Edge Fiberglass Single Door wth
Glued oldedOpen S ldelb(s) (IrsyArslylOutaWng.
XO, OXI! CXO cifiqurubons�
16
o This-'rm Fiber-ClsWe and Smooth-SU,
Nominal 5&0398 flut-tinnipap%quot Gland Molded
12f3l,12022
No
Y_
Yes,
NIA
Open Composite Edge Fiberglass Double Door Win
a withoutGlazed Molded Open Sdellle,5
(InsZ ng10,.itswrQ, XX- QXXO owfig-ratiOns)
16
9 The -Tr. F,ber-Cfasasse and S-th-Sta,
N-nal 390039,8 "%I mpiactlquot, Opeq..
12f3l=
No
Y_
Yes
NIA
Composite Edge Filstiqlass Single Door wth Molded
Open Sidel"(s) UnwngrOutpmng� XO OX or OXO
configurations)
17
q Tha--Tru Flbor-Clostile and 8-th-Star
Nominal 6'6 WoOrnpact8l Opaque
12/31/=
No
Yes
Yes
NIA
Composite Edge Fibeglaess Double Door in or
willout Glued Molded Open Sidehiss
f-rig/Outswrig, XX or QXXO configurations)
Florida Department of Business & Professional Regulation
Building Codes and Standards
102m,
Product Approval Application Detail
4:_d
Date Pa.* -
TM version Manufacturst
uZonse,
atAnNE"
FMC Awroval App Stapus
R.,AWn 2020 PG,Tlnd.�
Jens R-1. jql.rrsl[�Dad� SCCO - CER
MI-Dod. IsCCo - VAL
11JI11/2020 i Dr26=20
W24i`2020 Approv*d
C . IF.(- D-
(9,11) 486-0100
J116) 315-2690
$=.g.ry; Sill Ext-or Do. A -moll..
compliance Method; CertrooNn "A . Usting
F1.1113121-1133ftaill
OuNity Assivauss,
A=*M for use Awroved
far user IM11a 22ft
21119 Number, Nome
Priiiiisict Dase,sotush
c2lt!�� Dad,
In HVHZ outside
HVMZ Resistant
�isdak
9 0 ii.auq. Mi-le rnpad)
V" Sucaig Glass Doe,
Yes
Yes Yes NiA
August 10, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Adm inistrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
IFiber-Classic
A. SWINGING
The rm a Tru
and Smooth -Star (NON -IMPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therlin aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12131/2022
B. SLIDING
Mi Windows and Doors
Series 420
FL1 5332.1 - FL1 5332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/3112023
Wayne -Dalton
Series 800018100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/810018200 #1124 (16X7)
F L8248.1 1
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
NIA (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
Mi Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
NIA
7/30/2025
Pella Corporation
Series 10/20
FL11206
+35.0/-35,0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60.0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55,01-55.0 psf
2/1612024
Pella Corporation
Series 10120
FL1 1161
+30.01-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
N/A
5/2512031
C. FIXED
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
F L243.5
NIA
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/2612026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
F Ll 3192.1 - F L 13192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.21-54.2 psf
7/30/2023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roof)
151b Felt Underlayment
FL12328
N/A
6/2912023
Plyglass USA, Inc. (for Tile Roof)
POLYSTICK TU MAX
FL5259
N/A
12/23/2023
ROOFING FASTENERS
NOTUSED
-C.
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMIC 175S, DMC
200S, DMC 5V
FL17679.1
+0/_180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
NIA
12/31/2022
All American Shutters & Glass
Galvanized 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 Ll 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
NOA 20-0630.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Ll 774
NIA
512512024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Busirull Professional Regulation
Page 1 Of 3
Building Codes and Standards
IQ5/2022
Product Approval Application Detail
A 111111 --l'i
Frilror
Cate Perdina
Vanilla
Manufacturer
Can Engineer & Ucense yallgatell
Validated Subtrifted
FSC Approval
Approneed
R-,.i.n 2020
Th&-a-Tr. Corporation
Stevejaspons- L�mdloh F S.Imsdt P r. Ryan J Kris p E_
07t23= 0 7M Z12D20
0712W2020
1011 W020
App-ed
Cartagery: Exterior Dows
(800) 843-7628 PE-43409 (813) 767-6555
SuhCatagary. Swiiling Exterior Door Assemblies
sjaspenswu@thermatru
Conipil"I Method; EYstuabon Report from a
Florida Registered Architect or sa Lipensed Florda
FL920470-R3
p,ofeesu.n.1 Engmeeir
Products
San a
Product Model, Nurriberor Name
ApprawdiforUsee ApproyeselferUse,
ProduotOosseriptlort CortractExpirabon Date in HVHZ Outside HVHZ
impact
Resistant
Dealer
Pressium
1
a Therms-TwFilber-Classie and Smouth-Star
Nominal W39,15 8quiatimpactilquot, Opaques
1wir2w
Yes
Yes
Yes
WA
Composite Edge Fibegisuse, Strigir Dow
(Insrg)CutwAng; X configuration)
2
b. Therima-Tru Fiber Cials- and Srooth-Star
Norritiml 6&*3Q,.8 9quotirmlsaot8lquot Opaqua
12r3l Q=
Yes
Yes
Yes
INIA
Composite Edge Fiberglass Single Dowwth
Sideril Onvong/Outswif. XO, OX or OXO
configuratons)
3
c 71hemna-Tru Fbar-Classic and Smooth�Star
Nominal 6&0�,6 &qucKmpact&qUot Opaque
IVW2022
Yes
Yes
Yes.
IWA
Composite Edge Fiberglass Do,ible Door Win or
Without Sel (InswrigiOulasmisa; XX or OXXO
conflgtiat ... )
4
d Themna-Tru Flber-Classx: and Smooth -Star
Nomina 18&039 0 8qwt,mnpact&quM Opaque
1201 f=
Yes
Yes
Yes
NIA
Comptisn. Edge F'brglass SngL- Dow
fln"rWO-timmil X wrifiguration)
5
a Th-.-T,. F,b--Cl .. o and Smooth-Slar
N-mmil B&II390 &quckfimp..,&q.ot Opaque
12r3l W22
Y_
Yes,
Y_
NIA
mposite Edge berglass nq , wth
Sideloa,si (InowngiOuti-Ij, XC, OX or OX0
-figurations)
6
f Thernna-T,U Fltpe,-Ca..I� and Smooth -Star
Nominal 8&$39,0 &quxit]lmpact&fl Opaque
1213112022
Yes
Yes
Yes
NfA
Composite Edge Fiberglass Double Dow Wth or
without Sidelitsis (ImawmgikOus�rog, X(or 0)0(0
configurations)
T
g. Therma-Tru Rber-Cl2sw and Smooth -Star
Morning 1 6',.8 8duwjmpact" Glued
I V31
Y
Yes
Yess
NtA
Composhe Edge F 'barglam Single Dow
(Imsi�rgfOutswng; X onfiguraton)
8
In Therma-T,u F lb-Clouss. and Smooth-6tar
Nominal W3197.8 ftuotimpact4quort, Glued
j2r3112022
Ym
Yes
Yes
VA
C-gaset. Edge Filb.,glia. Sri& Doo, rth
S dolit (a) (Ine-GitOuts-g, XO. OX or OXO
11
configuiabors)
9
i Themna-Tru Fiber-Cassic and Smocith-Star
Nominal W39:8 &xquot:impactil Glued
IM1=22
Yes
Yes
Yes,
NfA
Composite Edge Fiberglass Double Dow Wth of
Wthout Stoll (IrsewinglOutanOng, XX or OXXO
configurations)
10
1 Therms-Tru FIber-Cosel and Smooth -Star
Nominal 8M3I " ImpacAquot Gland
12131=22
Yes
Yes
Yes,
N/A
CompOwe Edge Fiberglass Single Door
(Ins-insfOul-9; X onfiguretwil
11
k Theems-Tru FI-CIasO,[c and Smoth.Star
Nominal 8&*WD 136quotImpsuctill,quat Glued
I 2t3l r2O22
Yes
Yes
Yes
NtA
Composite Edge Filberglasis Single Door MU)
adelite(s) (Inswirwot-ng, XO, OX0, QXO
configurations)
12
1. Thist-mot-Tr, Fib.-Cjsssv� and Smooth-5bur
Nominal a',0 &qotmpact&quct Glued
iniao=
Y"
Yes
Yes
NIA
Compostle Edge Fiberglass Double Dow win or
�Mthout Siddil (IrionmrigfOutswing XX or OXKO
-rifigustars)
13
m TheimsaTru Floer-Clasiuc 2nd Smooth -Stu
No minal 6R8 &qLot;impact&quO1, Opaque
17J31r2C22
Yes
Yes
Yes
NIA
Composite Edge Fiberglass Sngle Door Wth
"NwiImp@.t&quoI, Sid 'ifte(s)
X0, OX Or CXo onfigurations)
14
n Thermiss-Tru IF W-Clso&x, and Sirwith-Star
Nonmral 6903grB &zuxtImpsdt&qua� Opaque
1 2t3l r2022
Yes
Yes,
Ya.
N/A
Composite Edge Filbergi a sis Dour blis Dow vAth
i1quatNon, Impact& qu ot. S disfites (I nswinGlOinsw ng;
OXXO corhguratiom�
15
a Thennia-Tru Filber-Claser and Smooth-Ster
Nornmal 8"3sO Squoiltimpactilquot. Opaque
12/3112022
Yes
Yiss
Yes
WA
Ownposhe Edge Fiberglass Single Dow Wth
&qUot.Non-Impactilquot, Side Irtel
on-ingfOutswing; XO, OX or OXO configurations)
10
p Tineerms-Tru FI ber-Gl-. and Smonth-SW
Nomm2(9&M;0 "Impact" Opaque
12J3112022
Yes
Yes
Yes
WA
Composite Edge RIU.,glia. Double Dow YAh
&quwNonInrVacI", SkaIass(InaWrVCuts*Ang;
OXXO -fturation)
17
q. Therms-Tru Roor-Clo.s. and S-th-St.,
Nomtn2l6'8&quatNon-Impa&Aquot Opaque
12)31 r2=
Yes
Y_
No
VA
Cornposhe Edge FlIberglass, Single Dow
0rgJO.nsrYhg; X-nfigurat-)
1 B
r Therma,Tru Fibisr-Classx, and Smooth-Stur
Nominal 8"39,8 &quctNon-lmpsx:t8Quct Opaque
1 n1 =22
Y"
Yes
No
NIA
Co mposine Edge Fiberglass Smgle� Door wth
seleslita(si (I-Wrigloulawrig, XO, OX or OXO
"i"fil unnions)
1 P
s. Thinnna-Tru Fiber,Classic and Smooth -Star
Nominal 6&#V;S 9qw,Non-Impaot4uw, Opaque
IW112022
Y_
Yes
No
NIA
Composite Edge Fiberglass Dwlblis Dow vAth or
�AthoutSIxeII1sss(I�Ir,g1CutInl; XXwOXXO
-rifig.,aton.)
20
t Therml F,b.,Clilx� a rid Smooth-Sta,
Nominal 8ŝr.0 ".Non-lmpe,:t&quM Opaque
12/3112022
Y_
ye,s
No
NIA
Composite Edge f"Ibe,91,ups Single Dw
(Iir,(IlOurte-nq� X configurat-)
21
u Themna-TruRber-Cutuari-ndSmooth-Star
N.m,n.1 880l 9quct.Nori-Impactilquot Opaque
120 r2022
Yes
Yes
No
WA
Composite Edge Fiberglass Single Door wth
Sd.lWs) 0-gtOuts-g. XO, OX or OXO
22
This-Tnu F,br-Cl.-. and Smooth -Star
N-ri-I 8'0 &q..t,N--Imp..t&qu.k; Ofraq-
l2r31F2=
Yes,
Yes
No
MIA
CorripositeEdgeRbiorglass Daub DoOrWthor
without Sidialites 0-ingfOutswre: C(or OXXO
ow,figurators)
23
Themna-T. Filber-Clsis- end SmOoth.St.,
Nominal W39,8 &,uotNon rnpact8q.ot Glued
12t3l/2022
Y"
Yes
No
N/A
Composite Edge Filserglaoss, SrQie Door
(InswrigiOuts-g X o"'figural
24
x. Tharma-Tru Fiber-Classo, and Snootlh-Star
Nom�naid&#N:6&qu�N�Irriact"Glwed
12,r3l=
Yes
Yes
No
MIA
Composite Edge Fiberglass Si've Door mth
Sidel bi (I reW nVOLdsW ng, XO OX a OXO
configurations)
25
y. Therma-Tru Fiber-Clamc and Smooth -Star
No rm net 5&X39,8 StOl-1 N- I mp. ct8quol; GI . ext
12t31=22
Y_
Y
No
MIA
CompoirtaEogisFilbergessDout, Doo-Athor
wthout Sidelites thanAng/Outeveng, XX or GXXO
configurations)
26
Z. TherrrsoJnu Flber.Clsuic and Smesoth-Star
Nominal 8&039;0 'I'quotNon-Impsettletuat-, Glued
12t3lM22
Yes
Yes
No
MIA
Compordta Edge FlIbergess Single Door
fInswrigOutewrig X "I rabon)
27
z. Therma Tru Fiber Classic and Smooth -Star
Nominal 8'.0 " Nlor� Imp-taq-t; Cenci
12131r=
Yes
Yes,
No
N/A
Composite Edge Fiberglass SrGe Door
�th
Selelite(s) Onsming/Out-Ii XO O_XOx XO
configurwbons)
28
A Therma-Tru Fiper-Oasei� and Srt-orion-Sla,
N-ruid 8U39.0 ".NwiImpacA&quoI; Glazed
l2f3l=
Y_
Yes
No
MIA
2
-.,posft Edge I'llbei-glass Doubie Door win or
wthout Sidelite" Orsn,Yngloutswing, X(or OXXO
configurations)
Florida Department of Business & Professional Regulation
Building Codes and standards
Product Approval Application Detail
Polls I of2
I N2021
1QA
Ertit, Or R"
291 Dag P"Idna
Dole
verl
K"factum
condapt Validated III Validated
submitted FI1C Alsomani
A-d Ill
Re-
2020
Mi WN-arid Doos
Bren Shr il Robert. Lomas Slewn M Ulrjch� PE 10�512020
W3OG
IMEV2020 1OP912020
1705M20 A -cued
Category: Exterior Doors
(717! 3 rZ3 PE-62514 717) 317-8434
"Calegory: Slidno Exterior Does Assanioks
0snhgrQd
Coorriplaric. Method: EYaluaboh Report tom is
Florid.R.itl redArchurteel-luesimsedIFI.,ld.
Enill
tests
Nuesbor or home
linairsy Aienrairsoo AparwisdiforVis
product posarlodo contray Expiration Duo 1.1
Atral for use
Outside WHIZ
InnallOtt v4skin
Resistant Prissure
I
UMINUM SGD
SERIES 420 ALUMINUM SGD OXO 1 2J3112024
No
Yes
No MIA
145. 3jlsqudxit"q�ol, NON -REINFORCED
2
SERIES 420ALUMINUM SGO
SERIES 420 ALUMINUM SGQ OX XO. XX IZ3112024
No
Yes
140 MIA
96&d`d;ii8Q&qUNL No -REINFORCED
3
SERIES 420ALUMINUM 51�0 REINFORCED
SERIES 420 ALUMINUM SGO REINFORCED OXO 12rJ112024
No
Yes
No MIA
145. 34&q..t,@5&queo.
4
SERI ES 420 At UMINU M SGD REINFORCED
SE R IES 420 AL U MINU M 300 R EINFORC ED OX 12`31f2024
No
Yes
NO WA
Xo. Veil xs"quot.
5
SERIES 420ALUMINUM SGO REINFORCED
SERIES 42CALUMINUM SOD REINFORCED XXX 12,3112024
NO
Yes
N. WA
143&que,1,s91M,qud.
Florida Department of Business & Professional Regulation P.,i d2
Building Codes and Standards 1&2021
Product Approval Application Detail
Enhp; or
20
Dab Fsond-
299
AM Version Iflanuffischursir
conlact Endanger & Liesisse
Validated an, Validated Subinitted
FIsCAmrsival
Aparo"d
Re,4- 2020 wanre-D.R.'. oloidein of Ovem..d 0-
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Jistrus, P A- P E ID/12M20 09QWM2Q
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12M512020
Apor-d
Gorpoistion
(330) 7634121 PE-51 737
(904) 821-5200
Catiog.rT. Eterlor Do-
diternishaway-dalton C
SulbCadoacuy: Sectional �,twlor D= Asseenblin
Corripluines foldhod: Ewl-Ilm Report frorn a
Flonds RegoterodArchitsel ot a I-Imsed FeNs
Ii,olosolonal Enen-
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Quadfir A,- Arsorannid for Use
oloaviroij for Us,
inneept
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AMA Product Model. Number or Nun
Product Doexroilon
Conturet Esailrallorts Dar In hvHz
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3 80DOMIDM200 *1105
WIS, Mo. kith 14&*N, M. height Coming
12t311202� N.
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Yes
31 0OP35 DO
liYalitblo, In too 0, Intom"dielk soder,
10 WN,31001112001-1123
1 W39. Miss width. 146439. Max heot. clung
i 2J31 =23 No
Yes
Yes
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'Table In lop or Intormedlato soolion
I I $00=10D,3200 #1124
1 GM9 Max Wish 14'r. Max height Glazing
1V31/2023 NO
Yes
Yes
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is,agatble In top or hlermidlet, tesion.
Florlda Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Peg. 1 r 1
1 &2021
col&!
Inlits,
2& 20 On$ Pending
Data
mm Vorousn Morsurfacture,
Itallidallad submitted LW.AmmyaL
Axirizinid Raul
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Tom Rartay U L LLC 7ray Bishop, P.E
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12,21/2020 Apor-d
Cateigil Exteriv Doors
1641) 494-2813 95A)f,47-0800
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tZoft.M.s..bIOy
O.eirillione. Methods: Certification Mark Or Listing
Awl
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Product D-stn"itri im
Asterowd for Use Aparoved for title
in HVKZ Duhada HVKZ
hpwt Dedian
Resistant
1 Vl 77,5 7, .�d 84 T Shiglo a W P0, of
Flush, Glazed. and L-ed ,heis.nd O,urs OF 121311/21125
Yes Yes
Yes NIA
Doors
hollwiminal dowe.
Florida Department of Business & Professional Regulation Rp 1 r2
Building Codes and Standards
Product Approval Application Detail
code Issue, Date 0.1. Date loaxidnia am-
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Florida Department of Business & Professional Regulation
Page 6 of 9
Florida Department of Business & Professional Regulation
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Florida Department of Business & Professional Regulation
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Florida Department of Business & Professional Regulation
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Building Codes and Standards
10=2
BuIlding Codes and Standards
W2021
Building Codes and Standards
1 W021
Building Codes and Standards
15=21
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Entity 9
Ok 21111
Daftleentiniz Dot
PSICApolovul
Status
221111
Entity Or
All 21K, Data Parrina
Entire or
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a" clate pondna
Pa
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Pill Daw Paraidno
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Version Manufacturer
Contact Fnain� & Licanse, Validated 8
Validated Submilt"
Approved
7v" vervior,
manufacturgr
contact analnew a lic Validated By
Validated Submitt FSC Approve!
Approved Stalus
mm
Version 111—flaturev
Contact
Validated
submitted FSC A —You
Alux-lad
filatis
V—sion
Validated 3111,11nutled FBC A -,,,I Mastered Ran
Revision
2020 Tivence-T. Corporation
Steve Japa—n Lyndon F. Sch rnidi� R E Rynm 1 King.. P, E
1 0Y0712021 0911 8=21 1 Oil 3621021 12JI512021
Approved
Affirmation ZD20
PGT Indshims
Jams Ros—ki Marri-Disdo BCCO - CER Warri-Ndle B= - VAL
I vo5m) 2Q iV05/2020
11MIM20 Approved
Revision
2020 MI Wnd� and Dws
Brent stinger American Archkedoral Steven A Lunch. PE
1=5/2020
io/06=0
1011W2020
Approved
R.140. 2020
MI Wird—fid Doors
Want atinger Am.6con Anh1souhal Steven 14. Liner, PE
il/2v2= 1112r2020 W28*020 Approved
Category. Exterior Doom (8DO) W-7628 PE-4S4CQ (813) 767-65%
aubCaterguory: Swriging EAtonor Door Assemblies ajaspersoraCthermatru-co
category: Whd—
(941) 486-0100 (786) 315-25%
category. windows
(717) 383.3"0 M.,ulctur— A.—I.U. 171T)317-8454
category: WIrdQ,vs
(T17) 365-3300 Meruftal—A.—Isfich �117)317-8454
bsR1lhgrQid.o_
Compilan" Method: Evitivabon Report from a
m
IlubCatagarr. Singte Hung
"Calogtirr. Horizontal Sfider
bsrumg1I0_pirvd—m
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ascratilluxic. Whi.,lic Cortficicton Mark cri.iling
Florlda Reguistered Archilect ora Ucensed Florida
Camplence Method: Cerfitication Mark or Lfilnng
Compliance Method: Carlificatlon Mark Or Listing
Professional Engineer
FLAM-M
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FLA1,151424414
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FL42WI417
Products
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as Argrovadfor-Usua
ApprovedforUge
Impact
Damian
-am A
Cualitir A,—
Acepravrad for Use Acoraviod far Us,
lit HVHZ outside Kv
bald pealas"
Rest"* Pleasure
INA
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Product DR�kOUn Corturact Expiration
Averwavidiforklis
Date 1, FfVKZ
Ancrovad for UP
outside HVKZ
Impact
111.9.1ard
Design
p
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Product Model. Number ar fill
WhvA.au1_
Product DescrIptio
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0 In MVKZ outside HVWZ PASISIM9 Pressure
SAMIS
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVMZ
Resistant
Pressaune
2
SHffiM I Larg. aulsel. rhp—t)
WV a.91. Hung wr�d.- W30J2025
Yes vs.
Yes N)A
I
I,.,. range F—
",82 1 nsulated glass 02(IM024
No
Yes
No
.55/-55
1
165 PW
72 Insulated Glass, 04ADMO23
No Y. No -W-60
1
a, Therma-Trut Filper-C�sssic and Smouth-Star
Nominal W391.8 Ilquot;Non-Impaotilquat Opaque 1213V2022
No
Yes
No
WA
Composite Edge Fiberglass Single Door
(Ifie,mrigioutsyAng: X configuratiori)
2
b, Thernia-Tru I'llier-Classio and Smooth -Star
Nominal W*,S "Non-tmpact" Opaque 12131/2022
No
Yes
No
NJA
Composite Edge Fiberglass Single DW vvith
Sidelite(s) (Inswingfoubs%mr1g; XO, Ox ca OX0
—figuration.)
3
a Tharma�Tnul FROW-Classle and Stinoolh-Star
Nominal 5&WA;S &quc�NOMAnnpsofflquot Opaque 1213112022
No
Yes
Kid
NJA
Fiberglass Composite Edge Double Door with or
without Siderlites, (InlawnplOutawng: XXa C)O(O
config.rab ... )
4
d Thermso-Tru Fiber-Clasaic and Smooth -Star
Nominal 7&039:0 liquo0cm-ImpamAquot Opaque 1MI12022
No
Yes
Nlo
NIA
Composite Edge Fiberglass Single D=
(IntavangfOutirwIng; X configuration)
5
a Thernia-Tru Flow-Clasaic and Smooth -Star
Nominal 7&#WO Opaque 1 V3112022
No
Yes
No
NJA
Composite Edge Fiberglass Single Dpov with
Sidelite(s) OnsyvinglOutown2. XO. OX a OXO
6
f, Ther—Tru RW-Class4c and Smooth -Star
ocarfiguralb ... )
Nominal 5&0 "Non-1 mixactliquot.. Opaque 12,r3112M
No
Yes,
NO
NIA
Florida Department! of Business & Professional Regulation
Par I of i
Florida Department of Business Professional Regulation
Page i ft
Florda Department of Business & Professional Regulation
Pop I ft
Composite, Edge Fiberglass Single Door
Building Codes and Standards
IPY=l
Building Codes arid Standards
1 *21721
Building Codes and Standards
I AlID21
InswriglOutswing, Xcontiguraton)
7
ii� Tharma-T. Filt;W-Claasstc and Stirmth-Star
Nominal s%#3S;0&quQtNon-ImpaoAqUOt; Opaque 12/31=22
No
Yes
No
MIA
Product Approval Application Detail
Product Approval Appill: illion Detail
Product Approval Application Detail
Composite Edge Fiberglass Single Doormth
Sidelft(s) (InswriglOutievving; XO. OX a OXO
RIM.
-am INICURN
WNW-191WO-14
&quOtlNonI Opaque 12131 No Yes No MIA
8
-ib—Classic and Smooth -Star
It Therrini F
Nominal 6&#U;O mpac*uct;
Compooft Edge Rbergfm Doubt. DOW Wth Or
99&
Enfiti,
Dal- name sardine
20
Go"
lamILM
Ddl
292 Date poodind
2119
am
Entl1v or
20
Without SkIbluss (nswinglOutswing: XX of OXXO
mm V"-
11—dactu'ar
contact Enalravar 9 1.1cone, VIkkftd By
Validated Submitted M Approval
A,,,-d
Vomiart lularsufaviturer
C.rdapt End— & U-1 Validated by
Validated
Subfifilthod 780 A-rovat
A—
Riga
Aft version,
mmtdwturor
contact Endnw & LICOW Validated W
Validated Submitted FBCA=mal Almornoved
9
1. Therma-Tru Filber-Cassic and Smootli-Star
configurations)
Nominal 6&#U,8 &qucrt�!Non-1 mpac*Uot, Glazed 12131=2
NO
yes
NO
MIA
Affirmation 2D20
FIST Industries
J-. R....dd l6lanil-Coda RCCD - CER hoia�Mde BCCO - VAL
I IM12t2a 1 i/oWM20
11MIM20 AW—d
Remon
2020 MI Whd—. and Doors
Wort sithrigar I.W. R L-1, PE Steven kl� urh. RE
1 aoer=
1010641020 10/19a0m
I�J154%120
Approved
Animation 2D20
PGT Industries
J., R.—sid 1A.mi-Otaft SCC0 - CER MR—u-Clade 9CC0 - VAL
lliI35=20 ilftm2a lllilt2M Approed
Composite Edge Fiberglass Single Door
Category, vtfin�
(941)466-OIDD �7813) 315-2590
Cadagaxy! WInd.—
�717) 365-33M PE-62514 (7171517-M4
Category, Wndmvs
(941)488-0100 (7456) 315-2590
onswing/Oubtiverig; Xconfligurabon)
subcoag.r- ftd
jtosovskligupg1inclustroac
"Wagary- mumon.
lbsithgooliminvd.tom
subcategory: k0uglons
jrmMsilGingtindustries C
10
j- Thanma-Tru RIO—Clasitic,and SmoOth-Shil
Nominal M#39;8 &cluritNon-I mpact&quct,. Glazed i 2J3112022
No
Yes
No
MIA
Connallario. loathed! Cadlloeb.c WW Or Usting
O'n
compliance Ifiethock Evaluation Report tom a
Ccamptionc.11.4hd! Cenricatevt Mark or Listing
On,
Corinposite Edge Fiberglass Sing Is Door with
Florida Regime, red Architect or a U ceised Ft orida,
Sildelfte(s) (IntasifigifOutaWng; XQ OX a OXO
PWU34%24 lar
Profiessiortal Engineer
PUMA13
configurations)
0.411, A,,,—
Lima
Dealon
claueults A,—
Adarairid ft. U, Approved far U, unread peak,
11
k Thermi Fiber-Classto and Stivioth-Star
Nominal 68#39;8 &quOtNon-I mpact&qucC Glazed 12131 M22
Nb
Yes
No
MIA
a-- it
laradust Descried- Contract Eatairsell-Cad,
ARMOULLM.UU A-rvd fira
1, HVHZ Outside HVKZ
Impact
Resistant pre —no
pullissuAs
"nsdd.
ANA
product Model. Number or Nominal
pingluidt Deserlodon
hi MYHZ Outside Resistant Pressure
Composite Edge Fiberglass Double Door Wth or
Wlhout Sidelflets (InsvAng/Outsiving, XX or OXXO
5
p -5 .'ge Missile I.Pacti
%fin�l M..d Wrid.. 04W=5
Yes Yes
yo, MIA
Qugffm Assurameir
A--,d for
Us, A—vd 1, use,
le—t
Cielike,
I
Wmacris for At Dows and Winclovys
Aluminum WIlhors, 0M6Q026
Y" yes Yes NJA
12
L Therms-Tru Fiber -Classic and Smoth-Star
Wfifugurations)
Nominal 7'0 Glazed 1261=22
No
Yes
No
MIA
am&
2
NO"
5704
Prdt gastrulation Carilaug1r2ft
Vertical Aurinhurn Mullich
in)AMZ
No
outside IjVHZ
Yes
Resistant
Yes
P- — -
MIA
Conippefte Edge FilparrWass, Single Door
arrswralloutswing; X ponfiguration)
13
m. Th--Tr. Filbar-Chassicand Smocrth-Slo,
Mammal 7SA39;0 &q--t.N-,l mp-t&quA. Glazed 12131i=
No
Yes
No
NIA
Composroa Edge Fiberglass Single Door with
Sidefte(s) 0 nsWing/Ourtivong� XO, OX Or QXO
configurations)
14 n. Thema-7ru Fliber-Clamsic and Smooth,Rbar Nominal a':0 &cluotlNor-I mpactilquint; Glazed 12131=22 Kid Yes No NtA
Composite Edge Flicergass Sing to Door
X ocar"hauradon)
15
o. Therince-Tru Fiber-Caresio and Smooth -Sonar
Nominal 8':0 liquotiMon-I mpacti6quot; Glazed 1213112022
No,
yo.
No
MIA
Composite Edge Fiberglass Sing I@ Door *Ath
Sidelite(s) 0 nswritil)�)u1swrig; XO. OX a CXO
Florida Department of Business & Professionat Regulation
Pap I ft
Florida Department of Business & Professional Regulation
Page 2 or 2
Florida Department of Business & Professional Regu i2tion
Pap. I of 2
15
p Ther—Trut Fiber -Classic and Smooth -Star
configurations)
Nominal 8'0 "Non-Imp2ct" Glazed 12131 r2M
No
Yes
No
MIA
Building Codes and Standards
tm=l
Bui Idi rig Codes arid Standards
Building Codes and Standards
lewmi
Composite Edge RIM,91216 Double Door With Or
Without Sidelite5 0—ing/Outswrig; )0(or C)0(O
Product Approval Application Detail
Product Approval Application Detail
Product Approval Applicatim DOW
17
q, Therma-Tm F,bar-Clamai. and Smaroth-Shor
oinfigurabors)
Nominal 68#U:8 &quoi mpad", Opaque 12131 t2O22
No
yes
No
NJA
SWUSZOWNINWARAUM INNER=
Composite Edge Mberglass Single Door with
Tran�m(InsWnglOut�Ang;CVXmnfigurathn)
18
1. Therma-Tru Fiber-Classa, and Smooth -Star
Nominal 66#39;8 liquotNon-Impact8quot Opaque 126112022
No
Yes
No
NA
9ko
Entity
lwk Iiial Doup peredina
D"
15"or
Da
pat Portland
Entire or
299 Uat, Pascal -little
Composite Edge Fiberglass Single Door ath
Y"-
oll—fectimor
Contact fh,]-,& License Validated By
Validated Subuiried FBC Approval
Approved status
Vrad- hilamilrect—
concept 9OWD&KAlwgm Validated 5,
YAW"
submt" FSC Ammal
A,,,,,d
Not-
Tutplit Version
Manufacturer
Coro Engineer & License Vail"" ew
Vallddhad Submitted FSC Approval Appr Sol"
Sidelit.(.) and Thron— (I rasaingifC.tavag. OIXO
01OX or orOX0 configurations)
R"mion 20M
James Hardie Building Prodticut. Inc
Chad DaOs V, Andrew Tan Job It Isoultnord, P.E.
011owmi 121144M20 OWWO21
dung FSCr Aw,
RaA
2020 Aside
Nick Thompson Lyndon F. Schmkft� P. E, Ryon J King. P.F_
02til/2021
0211512021 0=021
WIV2021
Approved
Revision 2020
GAF
Hfaheel Mom Robert Narniren John W. Kh—W. PE
092612D20 09,2112020 10002(2020 1211&2020 Approved
19
s. Therm-Tru Fibet-Cl... and Smocith-Star
Nominal 69#30A 9quo0on-Impadliquot Opaque 12r3112022
No
Yes
No
WA
culegorr. Panel wait$
(909) 541-8359 PE-816*2 (352)567-2528
cat.ow. Pon.] wells
c330) 922-2389 PE-:43409 (S13) 767_8W
Catgr. R.,dng
(600)765-341l PE-69166 (954)772-0224
Composite ExIge Fiberglass Single Doo, with
subcategory Sicing
ehad.di .. k.0jefiresheral
subcategory; Soffits
Mh—ps.&Wd—
aubCalegarf: AsphatShingles
matrehagal"Win
Stol.1ilao(ts) Qn-ing/0.1swing; XO, OX ca, OXO
Compliants *Mhod: Evaluation Report tom a
scom
CerpRance Method! E�W.Wion R.pW from .
Ccentolartemillethod; Evaluation Report ft= a
Continuous Hard! end Sit configunstlars)
Florida Registered Andiftet or. Licensed Flordle
Fl.dd. RhKiltred Architect or . Licensed Flpfld.
Florida RealstaraciNchilect or a Licensed Flohda
20
t. Therma-Tru Fiber-CWasic and Smooth.Stor
Nominal 8&939,0 &quorNOA-Imupad&cIuOI% Opaque 1WIP2022
No
Yes
No
MIA
Prolessionei Engineer
Proleast—I Engineer
Professional Enonew
Composite Ecit;e FiberillassiSingle Door with
FILMIM21-0122
Pradmoott
Sdeliso(s) OnswingiOutsvoing: XG. OX a OXO
FU4131192-ItIlProdgictim
FL#132rlU
products
Continuous Head and all configuizaborcii)
Qualty, Assurrancel
Aparovedforkle. Amro"d for Use
lessor Design
Qualft, A—arato
Accareved For too Approved for Uem
Impact
221WQ
Quality Assurance
AmaydIaLl" hmmymlwsm 1111121a 2WW
21
U Ther--TruFibw-Cless�conciSniooth-Star
Nominnal 6&MS liqwthlon-Impact8quort Glazed 121311/2M
No
Yes
No
NJA
Ill"s
eroductoodel. Nmbffor ftm
Product Desoriptlia Contract Moolroullon
Date In HVHZ outside HM
Without Prynyre
SMO
Product Mcrolid. littinabor . He—
laradual, Description Ccurar-I Ingul'othsh Dot. In I4vI4Z Outside MVMZ
*."am
pressuns
as —I Numberormil
largiluel, Igrecriashort Cararad Etactitalion
09, In HVHZ outside Resistant Pressure
Composite Edge FlIbefgass, Single Door Jth
Sddilso(s) Qnswing/Outswing. XO, OX or OXO
1
Coanplank Lap Sidaig
Illb—mart Imp aiding 1213112023
Yes Yes
MIA MIA
I
a. "2r" Sollit
Vent ot� sold Vinyl SOM 12r3l=3
No
Y�s
No
NJA
I
GAF Asphalt Rod Shingles
Fiberal.l. harf—ol 34.1a, 5-mb.nd 12n=022
No Yes MIA MIA
Continuous Head and sill oonfigurations)
2
Hand.Plank ump Siding
11ber—ment Imp acting 12/31)2a23
Yes Yes
MIA MIA
2
b, ilutudAllonce T"quot; Solft
Vent 0, Sold Vinyl Sent imif2o23
No
Yes
No
NJA
WtvIncige asphalt shirgame
22
Themia-Tru Fb�-Clsssic and Smooth -Star
Nominal 8$:0&quC(Non-ImMat" Glazed 12)3112M
No
YM
No
FVA
3
c. dquot.Grembriar vintage BeSdihi', Soft
Vent a Sold V" SoM 12t3142023
No
Yam
No
MIA
Composite Edge Filbenglaw Single Dow with
4
d &QUaDMA."t; Son
Vantor ScIll Very) Sont 17131W23
No
Yes
No
NA
SIdelba(s) QnswingVOutsvAng XO, OX or QXO
5
.. Julud:Charl., OkLqut; Soffit
Vent or Sold Ver)A Well i 2M =23
N.
Yes
No
MIA
Continuous Head and 911 configurations)
8
f. &q..t;sm sp..&,--� a-"
Vent c, Sdid vinyl Seflik 12/3V2023
No
Yes
Nor
MIA
23
w Thervio-Tro Fber-Classic arid SmoollisStar
Nominal 6&MS Naot�Non-lmpaalllquot Opaque 121al/20M
No
Yes
No
NJA
Composite Edge Fiberglass Door Paneiswith Vented
SdclWa) (In.vvinglO.tswirrigi, XY, XXX . XXKK
ocatiligunations)
24 x Ther�-TruFjber-Oassio&idSmooth-Star Nominal SLVJGC RquotNon-Impactulcuot; Opaque 12/31f= No Yes NO WA
Composite Edge Fiberglass Door Parsalevvith Vented
Sidelito(s) onevvingiOutawng: )0( XXX or X)CKX
configursh ... )
25
y Thernma-7ru Fiber-Classi. and Smootth-Sla,
Nominal M#39;9 &qcaiN.r.ImFoctSquOt Glazed 12f3i/2022
No
Yes
No
NJA
Composite Edge Fiberglass Door Panels With Vented
Sdelilts(s) Qnsvvng)0utsvvvV: XX XXX W X)O(X
Florida Department of Business & Professional Regulation
page I of1
Florida Department of Business & Profmional Regulation
Pagel at
Flonda Department of Business & Professional Regulation
Page 1 all
config.rations)
Building Codes and Standards
1019,2021
Buildilng Codes and Standards
102021
Building Codes and Standards
1&2021
26
z Therma-Trut Fiber -Classic and Smooth -Star
Nominna I SU39; 0 ", Non- I rrvact" Glued 12/3112022
No
Yes
No
MIA
Composite Edge Fibe r; Is" Door Po MIS Wth V. nt-d
Sidelfte(s) on%WngJOutswhg; XX, XXX or XXXX
PrOdUCtApproVall Application Detail
Product Approval Application Detail
Product Approval Application Data It
.canflituraflon.)
27 zw Therma-Tru Fiber-Classio and Smooth -Star Nominual 0MW8&quMNOm-ImpacI8qua Glazed I W11= No yme No WA
CompositeEdge FilbarglaesSingle Doirwith36#39.0
Scelite(s) Onswing)Outsvong; XO. OX or OXO
�2ft
Enthe or
21ft 2111111 Dd. posidina
code Entity or
a&
291 090 Portland
Pitt
code arift
221 2111 Date Porldria 291
28
zb, Therms-Tru Fluosr-Classic and Smcroth�Sttmr
ontiN.W.n.)
Nomina I B&OW; 0 liquot Ncti-Impacd" Glazed 1213112022
No
Yes
No
MIA
version
maroulasturs,
Contact End—aucare, Validated 0,
Validated Submitted FBC Amorc-I
Approved algLa
Idea
Valson M—fa�-
Contact law-qiuA.Ufimu VMdMd Stv
Maldo"
Submit1ad FaC Acapraval
A—W
Stalus
Type Vorclon
ofiangfiecturer
Contact Isaahaso, & tj—. Vdl".d Sy
V.Ildld submitted FRIC Approval Apor—d am"
Composite Edge Fiberglass Double 0-01 -ft
Revision 202a
TAMKQ Building Products LILC
Kant Ed.. R abort Nrommon John W. Knocovkh, PE
1(Y04r2O2O 0912W2020 IDJ1212020
12AW2020 Approved
RemsIon
2020 L,V. Thompson. Inc. dba Thompson Architectural
Tory Christman Zsclavy R� priest Steven W Unch, PE
WM2020 OWISQ020 09J2207020
1211 MA20
Approved
Revelon 2020
RoAd. Model Products In4.
Giant Jones James L, Buckor REIM Steven W Unch. PE
OliQ712020 OPQW2020 10,0412020 12116/2020 Approved
�$.0 Sideltes, (InswirgttOutsvvinip� 0)0(0
Category, Roofing
017) 624-B&A PE,59165 (SM) 772-6224
Metals Company 4TAMC 01
(813) 24a-3458 RE-74021 (717)317-a454
Caleglary Rorina
1904) M-1-8400 C SUCK Ehiorse-9 1717) 317-8454
29
zc. Thermal-Tru Fiber -Classic, and Smooth -Star
conf'g.-IJQn)
Nominal OWW.0 sq-tNon-Impact8q.ol; Glued I M112022
No
Yes
NO
N/A
Subcategory: Undlerims—ra,
kent_scargiarnio,com
category'. ROMQ
"Categary: Roofing Accemscries that are an
toryagrametair..firg—
SulCzhillarr; stooling Accessories that arm
Integral Part ofthe Reolung "am
clarkilift— com, PF-31242
Composite Edge Fiberg lam Single Door with W31� 0
Compliance Matadi: Evaluation Report from a
Florida Registered Architect or. Licensed Florida
Integral Pad afthe Roolng System
Ccrinflu— Method: Evaluation R.Port ft— .
adeliso(s) OnswriglOutswrag; XO. OX or OXO
Polessiornal Engineer
Comillan. Method: Evithl.t. R,,port from a
Rerlds Registered Architect or . Licensed R.Md.
30
zeL Therms-T. Fiber-O .. ic and Smooth -St.,
configumb—)
Nominal 8':0 &quOtNoh4mpad&quo( Glazed 1213112022
No
Yes
N.
NIA
Roddis RagisteadArchmactor. Licensed Florida
Professional Eigineor
Prol—i—I Fgih-
Composite Edge Flitenglass, Double Door with
F41232240 Products
FL*2t5U.R2Fkaducts
3=390 Sidefiftei; (InsWnQfiOutopvmg; 0)=
Ocamol Assourarso,
Alsonavied for Us, A—,,d for U,
aspect D,,k,,
FL*IMM3Prd,,b
31
zaL Thertma-Tru Fulier-Oassle.nd Srnocth.Star
configuration)
Nominal 7'0 "NOr,4mpaotSquc� She ker 1241112022
NO
Yes
No
NUA
11MIL!
larrodupt Mottled. lumber w Name,
Product Description contract Expiration Dot,
I, HVHZ Ntslde HVHZ
Resistant lanneurs
QLWIIY Assurance
Aciproniod W
use Aupproved four Use
9=
212101
product Description
Approved for use Awroved for Use itualla gosion
In HVHZ Quibild, HVSZ Resistant PI,,
Sorles Composite Edge Glazed Fiberglass, $)ngle
1
TAMKO Rod Underlayments (WFQ
Race underaymenta for use in FSC 14VH2 060=3
Yes No
MIA NtA
2221
1111:= "WIT
Product Description Contract Expiration Diste
in HVHZ
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Florida Department of Business& Professional Regulation
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Polyglaiis Roof Underlayments �HVKZ)
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Alt American Shutters and Glass
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l(MI512020 11 IW20M
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(561) 712-9882 PE4XM6549 (954) 947-0880
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(321) 710-3377 (407) 641-1917
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Simpson Strong -Tie WM FBC Approved Products
Updated 1Zr3Qf2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213012020
CC= Simpson Strong -Tie 2020 FBC Approved Products
Updated 12135r2020
EM= Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3,012021)
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For direct Inksto all SSIrapprovals Wed below, CLICK HER
Forollrect InKstowl 8STapprovolsisted below, CLICK HER
For direct Inks toslISSTapprovalsisted below, CLICK HER
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For dI Inks to all SST approvalS listed below CLIC K HER
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For additional Information regarding Florida's Statewide Product Approval System and Mom4)ede County Notice of Acceptance (110A),
For additional Information regarding Ficirlde'sstaterwide Product Approval System and MaM4)sde County Notice of Acceptance (NOA), CLICK HFR
S For addItIonal Information regarding Florida's Statewide Product Approval System and Mgrri4)sde County
Notice of Acceptance(
For additional information regarding FlorloWs Statewide Product Approval System and MarniZade County
Notice of Acceptance (140A), CLICK HEMe.
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FL#=5-R7
FL#10446-R6
1`11-11111006-1115
11
HUS, HUSC series hangers
Face -mount hangers available In Worthis ranging from 1-518" to 3.
9116" and heights ranging from 4-5/le"Itto 11" Concealed flange
Product Description
Product Model, Number or Name
Product Description
AiMf
Product Model- Number or Name
Product Description
version (HUSC) available for models having vhdth equalto or
0 0
I
Titan Stainless 'Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Titan stainless steel masonry screw
1
A21, A23, A33, A34, A35, A44
Angles
I
BY, BTB. BTH
BrickTies
greater then 3-9116"
III
0
0
2
APA21, APA4, APAB, AI APVA4, APVA6
Outdoor Accents Angles
2
CMST12, CMST14, CMSTC18
Coiled Straps
12
IU S series hangers
Face-naount hangers available in widths ranging from 1.718"to 3.
cl
3
APS44 , APB44R. APVB66. AP866R, APSM, APB88R, AP51 010, APBI 01 OR, APVB44,
Outdoor Accents Post Basers
3
CS14. CS16, CS18� CS20, CS22
Coiled Straps
518" and heights ranging from 9.114" to 16'.
a 0
U_
F11.0511I
APVB44R, APVB66. APV866R, Ai APVBS8R, APVB1010, APVBIOI OR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3.25-SI)S, LGU363-SDS, LGU5.25-SOS
Face -mount hangers
5 -
4--
4
APDJT2-4, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVli
Outdoor Accents Dock Joist Ties
5
CT5218
CompressionfTension Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
CU
0
>
.4W
Product Model, Number or Name
Product Dewription
APVDJT2FZ-8
6
DSP,SSP,TSP
Stud to Plate be
15
LI LU=QZ
Face -mount hangers
Ln E
0
I
SDI 01 12DBB
Outdoor Accents Connector Screw
5
APHH46, APHI1146I APHHOIO, APHH61OR
Outdoor Accents Heavy Hang at
7
Hl, H10A, H2.5A, H3, H6, H7Z, H16. H16S, HIS-2, H16-26
HurricanoTies
IS
LUS seres hangors
Faioe-mount hangers available in widths ranging from 1-114-
U) (D
0_
2
SD9112, 809212, SO10112, SDIO212
Strong -Drive SID Connector Screw
6
API-4, APL8, APT4, AM, APVL4, APVL6, APVT4, APVT6
Outdoor Accents L and T Bearn-to-Column Ties
8
111 HOT-4
Heavy Girder Tiedown
518" and heights ranging from 3" to 10-15116'
U)
3
SDI SDO21235
Strong -Drive SO Conn actor SS Screw
7
APLH24, APLH24R, APU126, APLH243R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
H524
HurricansTle
17
MGU3.e3-SOS, MGU5.25-SOS, MOU5.50-SDS, MGU5.62-SOS, MGU7.00-SOS
Face -mount hangers
co
4
SDCF22434. SDCF22512, SIDCF22614, SDOF22700, SDOF22858, SDCF221014,
Strong -Drive SDCP Timber -CIF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2.$DSI.5. HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3
Heavy Stud Shoe
18
MIIJ series hangers
Face -mount hangers available in wcIths ranging from 1-9116"to 5-
U)
SDCF221134. SDCF221334, SDCF271958, SDCF272358
9
CBT2Z. CBT4Z
Concealed Beam Ties
11
HST2 HST3. HST5. HST6
Straight Straps
118" and heights ranging from 6-1511 V'to 19-112'
5 SDCP22434, SDCP22512, SDCI SDCP22700, SDCP22858, SDCP22912, Strong -Dr" SDCP Timber-CP Screw
10 CJT3Z. CJT4Z, CJT5Z. CJT6Z Concealed Joist Ties
12 HTS16, HTS20. I HTS28, HTS30, HTS30C Heavy TvAst Strap
19 MUS26, MUS28 Face -mount hangers
SDCP221 100, SDCP221134, SDC P271400
11
DJT14
Deck Joist Te
13
HTSQI SKTZ; HTS020KTZ
Heavy Twist Strap
20
SUR. SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
6
SDHR27400, SDHR27614, SOHR31400, SDHR31614
Striong-Dwe SDHR Combo -Head Screw
12
IDS
Dry Wall Stop
14
UFTA
Light Floor Tie Anchor
9118" to 3-9116'and heights ranging from 3-1 tl S" to 13-314"
Fit
7
SOS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS254121
Strong -Drive SOS Hezvy-Duty Connector Screw
13
FC4, FCS
Framing Clips
15
LSTA9, LSTA12. LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) availabie for all double
SDS25500. SIDS25800, SDS258M
14
FWANZ
Foundation Wall Angles
18
LST149, LST173
Sleight Straps
2X and 4X mod"; only acute flange is concealed.
8
SDS25112SS, SDS252OOSS, SDS25212SS, SDS2530OSS. SDS25312SS
Slirong-Drive SIDS Heavy -Duty Connector SS Screw
15
GAI. GA2
Gusset Angles
17
LTB20, LTB40
Bridging
21
U series hangers
Face -mount hangers avoilable in widths ranging from 1-9116"to
9
SDWF2716, SDWI SDWF2724. SDWF2726, SDWF2730
Strong -Drive SDWF Floor-to-Ficior Screw
16
H2A, I H8, H10A.2, H10S, H14, HGAID
HurricanaTies
18
11 LTS16, LTS18, LTS20
Light Twist Strap
S" and h*h% ranging from 2-5/8" to 11 -1/4"
17
16
HCJTZ
HH4, HH6
Heavy Concealed Joist Tie
Header Hangers
19
20
MGT
MST27, MST37, MST48, MST60, MST72
Medium Girder Tiodown
Straight Straps
FILS10007-1118
19
KSSIZ
Knee -Brace Stabilizer
21
MSTAg, MSTA12. I IMSTA18, MSTA21, MSTA24, MSTA30, riSTA36, MI
Straight Straps
FL#10697-RS
20
1.50.L50,1_70,1_90
Angles
22
MSTC28. MSTC40, MSTC52, MSTC56, MSTC78
Straight Straps
,Q,W
Product Model, Number or Name
Product Description
21
LCE-4
Post Cap
23
MSTC48B3, MSTC68B3
Pre -Bent Straps
JW
Product Model. Number or Name
Product Descrivillon
1
ATII ATR11Z ATR5/8. ATR314
Threaded Roca
22
LS30,LS5O,LS70,LS9O
Skerwatils, An gles,
24
1 MSTI136, I MSTISO, MST172
Straight Straps
I
BA series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
2
ATUD5, ATUD8-Z ATUD9, ATUD9_2, ATUD9-3; ATUD1 4. ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair SITinger Connector
25
MTS12, MTS18, MTS18, MTS20, MI MTS-30, MTS30C
Medium Twist Strap
lfB" and heights ranging from 7-116'to 317'.
3
BP318-2, BP1/2, BPV2-31 SP5/8-2, BI BP314, BIP314-3, BMTUD3-4
Bearing Plates
24
LSSJ26LZ, LSSJ26RZ, LSSJ2SLZ. LSSJ26RZ, LSSJ21OLZ, LSW21ORZ
Field Adjustable Jack Hanger
26
NCA2xlD-12, NCA2x12-12, NCA2x8-16, INCA200-16, NCA2)02-18
Bridging
2
DGBF series hangers
Top flange hangers available in wooths ranging from 3-516'to 7-
4
CNWM, CNWIt2. CNW518, CNW3/4, CNW518-112, CNW3Y4-W8
Coupler Nuts
25
LSSRI.81, LSSR2 1, LSSR2 37, ILSSRZ5& LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
1 RCWB14
Wall Stacing
118" and heights ranging from 9-114" to 24',
5
CTUD55, CTUD65, CTUD66, CTUD75, CTUD76. CTUD77, CTUD67, CTUD88, CTUD97.
Coupling Take -Up Dew ice
28
LTP4,LTP5
Tie Plates
28
RPS18. RP$22, RPS28
Repair Plate Strap
3
DGIF series hangers
Top flange hangers available in voidths ranging from 1 -1 rZ'to 3-
Z
CTUD98, CTUD99
27
ML23Z, IML24Z, ML28Z, ML28Z. ML21OZ
Angles
29
RSP4
Stud to Plate Connector
5/8" and heights ranging from 7-114" to 24'.
6
N3, 1145, N6
Heavy Hex Nuts
28
MUH8
RootTie-Down
30
SPI, SIP2, $1134, SI SPS
Stud Plato Tie
4
DGHF sores hangers
Top flange hangers available in widths ranging from 1-3/4" to 3-
7
RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5, RTUDB, RTUD7, RTUD8
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPHO, SPH8
Heavy Stud Plate Te
518" and heights ranging from 9-1/4" to 24'
8
TUD9. TUI1010
Take -Up Device
30
MMLU26. MMLU26-2, MMI MMLU28-2, MMLU210, MMLU1211. MMLU139, MMLU1311
FamMount Hangers
32
SS1.5, SS2.5, SS3. SS4.5
Stud Shoe
5
E05, EG7, EG9 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 8-
9
TUW38
Take-UpWasher
31
RBC.RBCP
Roof Boundary Clips
53
Sli ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST5215, STB224, ST6236
Straight Straps
7/8" and heights ranging from 11" to 32-1/7
10
URS3
3M" Uplift Rod Run Teclown System
32
RST-3
Roof Tie -Down
34
TB20, TB27, TB30 TB36, TB42, TB48. TB54, TB56. TB60
Tension Bridging
6
EGO series hangers
Top flange hangers available in widths ranging from 3-618" to 7-
11
URS4
1/2" Uplift Rod Run Tliodovvn System
33
li RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWBiC, TWB12, TWB14
Wall Bracing
114" and heights ranging from 11 AM" to 37'
Z
12
URS6
518" Uplift Rod Run Tiedown System
34
STC,STCT,DTC.HTC4
TrussClips
36
VGT,VGTR,VGTL
Variable Pitch Girder Tiodawn
7
GLS series hangers
Saddle hangers available in widths. ranging from 3-1/4" to 6-7J8"
13
URSO
3/4" Uplift Rod Run Tleclown System
35
TJO37, TJC57
Truss Jack Clips
37
WEI 06, WBI DOC, WBI 2e, WBI 26C; WB143C
Wall Bracing
and heights ranging from 8-1f2" to 28".
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in \Moths ranging from 3-114!'to 7-
118" and heights ranging from 11 " to 37'
FL#10441-R6
FL#10531-R5
9
HB sores hangers
Top flange hangers available in vAdths ranging from 1-9/16" to 7-
1`11.0110447-1115
1/2" and hoghts ranging from S" to 39'
,d&f
Product Model. NUMber or Name
Product Description
§1"
PrOdUCt Model, N UM bar or NAM#
Product Doiscription
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114!'to 5-718"
W
1
DTT2
Hold-down
Seq
Product Model, Nurn bar or Name
Product Description
1
CI3H2.37x5.5, CBH2 37x7.63, C13H2.37xg.75
Concealed hangers
and heights ranging from 10-1/7' to 2811
2
HDC1014, HDC10r22
Hold-down
I
AHEP
Adjustable Hip -End Connector
2
OU, DHU, DH LITIF series hangers
Face -mount (DU, DHU) and top -flange (DHUTF) hangers
I I
HGLT series hangers
Top flange hangers available in widths ranging from 3-114!'to 5-
3
HDO8, HHDO11, HHDO14
Hold-down
2
DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3
Drag Strut Con necto is
available in widths ranging from 1 �911 Wto 3-9118" and heights
718" and heights ranging from 7-117'to 32'
4
HDU2, HDU4 HDU15 HOUB, HOW 1 HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-118" to 23-1511 S".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-1/4- to 7-
5
HPA28, HPA35
Sirap-sityle purlin anchor
4
HCPI.81, HCP2, HCP4
Hip Corner Plate
3
HGU3.63.SDS, HGU5.25-SDS., HGU5.50-SOS, HGU5.62-SE)S, HGU7.00-SOS, HGU7.25-
Face -mount hangers
118" and heights ranging from 14'to 3W
6
LSTHD8, LSTH08RJ
Stralb-style hold-down
5
HHRC2-2, HHRC42, HHRC42-2 HHRC411 81, HHRC44, HHRC5.2W.25. HHRC5.3713 1Z
Heavy Hip to Ridge Connectors
SDS, HGUI
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5/16"tio 3-
7
MASA,MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in wc1ths ranging from 1-5V to 7-
9/16" and heights ranging from 18"to W'�
8
IMPAI32, MPAI"
Strap-s" purlin anchor
a
HRC1,81, HRC22
Hip Ridge Connector
3/8" and heights ranging from 6-5116" to 12-7/6".
14
HUSTF series hangers
Top flange joist hangers available in widths ranging from 3-1/8" to
9
PA18, PA23, PA28. PA35, PA51, PA68
Sirap4tya purlin anchor
7
LI LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 OOSDS, HHGU7.25-SDS,
Face -mount hangers
M116'and heights ranging from 5-3/8" to 13-1/8"
10
PAI18. PA123 PA128. PAI35
Strap -style purlin anchor
8
LSU26, LSSU28, LSSU210
Light Slopeable/Skewable U Hanger
HHGUQ�00-SDS
15
HUTF HUCTIF series hangers
Top flange hangers available in widths rainging from 1-9116" to 5-
11
STHDIO, STHD10RJ
Strap -style hold-down
9
TBE4, TBE6
Truss Beating Enhancer
6
HI HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50)10,
Face -mount hangers
1f2" and heights ranging from 3-7116"to 15" Concealed flange
12
STHD14. STHD14RJ
Strelp-style hold -clown
10
TC24, TC26. TC28
Truss Clip
HHUS7.25110
version (H UCTF) available for all models having wdth equal to or
11
THA29, THA2113, THA218, TRA21B-2, THA222.2, THA4113, THA418, THAC418, THAA22,
Adjustable Truss Hanger
7
HSU R, HSUL, HSURC, HSULC series hangers
Skewed face-mournt hang" available in widths ranging from 3.
greater than 2-WI 6".
THAC422r THA426. THA422-2, THA4282
118" to 5-1/8" and heights ranging from 4-3W'ta 15-.V4"_
18
HWP series hangers
Top flange hangers available in widths ranging from 1 -9/16"to 7-
12
THA11.81r22, THAl2 06122, THAl2.1122, THA1222, THAI322, THAI3522, THA1422
THAR422
Adjustable Truss Hanger Sized for I -Joists
Skswed Truss Hanger
Concealed flange version (HSURC, HSULC) available for all
double 2X and 4Xmodels; only acute flange is concealed.
17
HWPH
IM" and heights ranging from "M'to 28".
C=
I$
THAL422,
series hangers
Top flange hangers available in widths ranging from 1-9/16"to 7-
C=
14
THJA26. LTHJA26, LTHMA
Multiple Truss Hangers
8
HTU26, HTU28, HTU210, I HTU28-2. HTU210-2
Face -mount hangers
1/2" and heights ranging from 5.3t8" to 32'.
IM
r--
c:b
C )
15
THJM2-4-SOS3, THJM2-5-SOS3, THJU26, THJU28-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in Wdths ranging from 1-9/18"to 7-
18
r7S series hangers
Top flange hangers available in widths ranging from 1-9116'to 3-
C14
><
16
TSER2-24
Truss Spacer-Rostraint
1/2" and heights ranging from 2-716'to 19-114"- Concealed flange
W" and heights ranging from 9-1 Wto I 6'�
Co-
17
VPA2, VPA25, VPA3, VPA3S, VPA4
Variable Pitch Connectors
version (H I available for all models having width equal to or
10
J8 series hangers
Top flange hangers available in width of 11-9118"and heights
.!n
Cn
=
C-4
-
IS
VTCR
Valley Truss Clip
greater than 2-9/16"
ranging from 5-3/8" to 7.114"
Cn
C=
10
HUCOI 81/9-SOS, HU001 81/11-SDS, HUCO210-2-SDS, HUCO210-3-SDS, I
Face -mount hangers
20
JBA series hangers
Top flange hangers available in vAdth of 1-9116" and heights
SOS, HUCC410-SDS, HUCQ412-SDS, HUCQ5.2M-SOS, HUCQ5.25/11-SDS, HLIC0610-
ranging from 9-3110"to, 13-11a"
SOS, HUC0612-SOS
7 E
Q
Simpson Strong -Tie 2020 F13C Approved Products
Updated l2r3012020
Simpson Strong -Tie 2020 F13C Approved Products
Updated IZ3"20
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12/3WMO
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1250M20
For direct Inks to all SST approvals Ised below, CLICK HER
C=
For direct Inks to all SaT aporovals listed below, CLICK HERE
For direct Inks to all SST approvals Wed below. CLICK HER
C=
For direct Inks to all SST approvals Wd below, CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance (140A), CLICK HERE.
For additional information regarding Florida's Statewide Prodict Approval System on d Mom -Dade County Notice of Acceptance (1140A), CLICK HERE.
For additional.information regarding Florida's Statewide Product Approval System and Marm-Dado County Notice of Acceptance LNOA) a&"=.
For additional information regarding Florida's Statewide Product Approval System and Memi-Dade County Notice of Acceptance (NOA), CLICK HERE,
21 LB series hangers Top flange hangers available in width of 1-9116" and heights
1711.111114611
18 SfLBVI,56, SILBVI.81. SILBV2.06, S&BV2.37, SfLBV2.56. SA.BV2.68, SILBV&I2, Top Flange Joist Hangers
6 SET-XP Adhesive Amohor for concrete
ranging from 5-318" to 15-118"
SILBV3.56, SILBV3.62 SILBV4.06. SILBV4 12, SA-BV4.28, SA-13V4.75. S/LBV5.50
6
Strong-Sait 2 (STB2, STB2-4SS, ST 92-6SS)
Strong-13oft 2 Wedge Anchor for concrete av ailable in carbon
22
LBAZ sores hangers
Top flange hangers available in vAdth of 1 -9116'and heights
§U1
Product Modal. Number or Name
Produat Description
19
SfI SfDTT2Z, S/HTT14, HTT4, HTT5
Holdowns
steel and Types 304 and 316 stairtiess, steel
ranging from 9-31 S" to 13-118"�
1
HHUS210-3, HHUS2104
Joist Hanger
20
SIMSTSO, SIMST72
Straps 118 mil (10 ga)
7
Tien HD (THD-H, THD-HMG, THD-H4SS, THD-I TI THO-CSOM
Then H D Heavy Duty Screw Anchor for concrete and masonry
23
11 LEG5, LEG7 series hangers
Top flange hangers available in wdths ranging from 3-1/4" to
2
HRSO� HRS6t HRS12
Strap Ties
21
SP4�SPS
Stud Plate Tes
available Wfth hex head in carbon steel and Types 3D4 and 316
718" and herigints ranging from 9" to 33-Ir2'
3
HUCQ210-2-SOS, HU=10-3-SE)S, HUC0310-SOS
Joist Hanger
22
SSP; OSP, TSP
Stud Plato Ties
stainless steel. of win countersunk head in carbon steel and
24
1 MEG7 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 6-
4
THGB2, THGB3, THGEH2, TI THGBH4
Joist Hanger
23
STCOTC
Truss Clip
Type 316 stainless steel
7/8" and heights ranging from 9" to 32-1/7'
5
THG02-SDS3, THG03-SDS4 5, THGQH2-SDS3; THGQH3-SDS4.5, THGQH4-SDS8
Joist Hanger
24
TSD22
Truss Brace Diagonal
8
Titen HD Rod Coupler (THD37834RC, THD50934RC)
Titen HO Threaded Rod Couplerfor concrete
25
MIT series hangers
Top flange hangers available in widths ranging from 1-9116�'to 5-
6
THGW3-3, THGW3-4, THOW4-3, Tii
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HO Threaded Rod Hanger (THD825158RH, THDB371 58RH, THD37212RH.
Titan HO Threaded Rod Hanger for concrete
1/8" and heights ranging from 9-114!' to 24"
THD50234FZH, THDIC212RH)
20
PF, PFB, PFE)B, PFDSB series hangers
Top flange hangers available in width of 1-9/16" and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-3/8" to 7-118"
FL#11473-RS
FL*13904-R5
27
28
RR
WR series hangers
Ridge rafter connector
Top flange hangers availiable, In wdths ranging from 1.9116" to 7-
2"
1. Number or Name
Product Description
Product Description
FL*i6230-RO
118" and heights ranging 9-114"to 32".
1
D 1_21)
Double Embedded Truss Anchor
1
CCQW.82-SDSHDG, CCQM4.82-SDSHDG, CCOM5.50-SDSHDG, CCTQM3.62-SOSG,
Masonry Piet Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTOM4.82-SDSG. CCTOMS.50-SDSG, CCCQlwn.62-SDSG� CCCQM4 62-SDSG,
JW
Product Model, Number or Name
Product Description
3
H16, H15S, H16_2 H18-2S
HurricaneTie
CCCQM5.50-SOSG
1
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#10960-R5
4
HETA12. HETAIS, HI HETA24, HETA40
Embedded Truss Anchor
2
ECCLQM3_62G-KT. ECCLOM4.62G.KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT.
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesive for masionry
E
5
HETAL12, HETALla, HETAL20
Embedded Truss Anchor
ECCLLOM04.62G-KT, ECCLLCMD5.500-Kr, ECCLRQML)3.62G-KT, ECCLROMD4.62r,-
3
SET-XP
SET-XPHigh-Strength Epoxy Achesivelfor masonry
2MI
Product Model, Number or Name
Product Doscrintion
6
HGAMIO, HM9
Masonry retrofit connections
Heavy Embedded Truss Anchor
KT, ECCLRQMD5 5OG-KT
4
Strong -Bolt 2 (ST62)
Strong-Bolit 2Wedge Anchorfor masonry
1
2
ABA44 ABA44R, ABA46, ABA46R ABA86. ABA66R
ABU44, ABU44R, ABU46, ABU46R. ABU5-5, ABU5-6. ABU65, ABU66, ABU66R, ABU88,
Adjustable Post Base
Adjustable Post Base
7
8
HHETA16. HHETA20 HHETA24, HHETA40
1 LGT3.SDS2.5, LGT4-SDS3
Girder Tiedowm
3
4
HGLIMS 25. HGUM5 50, HGUM7.00, HGUM7.25, HGUM9.00
LGUM26-2, LGUM26-3, LGUM264, LGUM28.2, LGUM28-3, LGUM28-4. LGUIM210-2,
Heavy Masonry Hangers
Masonry Beam Hangers
5
6
TtLn 2 (ITN2)
Titan HD (THDH4SS, THD-H6SS, THD-CSOSS)
Tien 2 Screw Anchor for Concrete
Titan HO Heavy -Duty ScrewAnchor for concrete available in 304
ABU88R, ABU1010 ABU101DR: ABUI212, ASU1212R
9
LTA2
Latera I Truss Anchor
LGUM210-3, LGUMI LGUM46. LGUM48, LGUM410
or 316 stainless steelwith hex head, and 316 stainless steel wth
3
4
ABW44Z, ABW44RZ. ABW46Z, ABW46RZ, ABWS6Z, ABWS6RZ, ABW7-7
AC4, AC41I ACE4, ACS, ACOR, ACES
Adjustable Post Base
Post Cap
10
I I
META12, META16, META18. META20, META24, META40
MSTAM24, MSTAMI MSTCM40, MSTCM6O
Embedded Truss Anchor
Step Tie for Masonry
5
MBHA3.12/9.215, MSHA3.12JI1.25, MSHA3-56f7 25, MBHA3.56fg.25, MSHA3,56/11-25,
MBHA3.56/11 88, MBHA3 58M 4. MBHA3 5dfI6, MI 56M 8. MBHA5.60/7 25,
Masonry Top Flange Beam Hangers
7
Titan Turbo (TNT)
countersunk head
Titan Turbo Screw Anchor for concrete or masonry
5
1304, BC46, BC4R� SCS. BCISR� BCB� SCS2-2/4, SCS2-3/6
Post Cap
12
MTSM16, MTSM20, HTSMIG, HTSM20
Twist Strap for Masonry
MBHAS.5019.25, MBHA5.5a/11.25, MBHA5-50111.88. MBHA6 5Qf14, MBHA5.50116,
6
CII CI CB48, CS66, CBS6
Embedded Column Base
MBHA5.50118
7
C65044-SIDS2, C5SQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ8&SOS2
Embedded Column Base
6
MBHU3.5&I MBHU3.56111.25, MBHU3.56111.88. MBHU3.5&14, MSHU3,66/16,
Masonry Beam Hangers
FL#16937-R3
8
CC, ECC, ECCLI Series
Solted column caps with WI ranging from 3-14' to g,-It2" and
FL#11496-R5
MBHU3.5SF1S, MBHU6.5019 25, MBHU6.5011 1.26, MBHU5.60111 68 MBHU!5�60114,
>
VV2 ranging from 3-518" to 7-If2"
MBIHIJ5.50M6, MSHU5.50118
,a"
Product Model, Numbeiror Name
Product Description
Clio
0
9
CCQ-SDS2.5, ECOQ-SDS2 5 Series
Screvved column caps Wth WI ranging from 3-1/4" to 9-1/2'and
AS"
Product Model. IN u in bar or Name
Product Description
I
X34B1016-51<1 XlSI016, XI 81 0184K X01 S1016, X01 61 0164K
#10%IS Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3
W2 ranging from 3-5,118" to 7-1/2"
1
DTTI Z
Deck Tension Tie
Drill Point
>
10
CPT44Z, CPTW, CPT88Z
Concealed Post Tie %as
2
1 HD19
Bolted Holdowns,
FL#i 3975-RO
2
XLQI I 4TI 224. XLQ I 1481224.2K
412-24 Strong-Orive XL Large -Head Metal Self -Drilling, Tapping
11
EPB44& EI EPI346, EPB55
Embedded Post Base
3
HD313r HD58, H078� HD913
Bolted Holdowns
Screw* with #6 Drill Point and Large Diameter Hex Washer Head
12
CPS4Z
Embedded Post Base
4
11 HTTS, HTT5_T4
Tension Ties
Sag
Product Model, Number or Name
Product Description
3
XM01 14S1224. XM01 14131224-21K
#12-24 Strong -Drive XM Mediurn-Head Metal Solf-Drilling,
0
13
LCB44. LC566
Embedded Column Bass
5
11 LTT20B, LTT131
Light Tension Ties
1
SDW22300, SDW22338, SOW22438, SDW22458. SDW22500, Si SOW22838,
Strong -Drive SDW IEWP-PLY and TRUSS -PLY Screws
Tapping Screws with #6 1 Point and Medium Dianneter Hex
14
LPC4Z,LPCSZ
Light Post Cap
Base
2
SD=8u
SDWO15450, SDWCISSOC
Strong SDWC TRUSS &raw
4
XQI 14$1224, XQII 4B1 224-2 5K X1 14S1 224, MI 1 2SI 224, XQI 1281224-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Scram wth #6
Drill Point
15
MPB447, MI MPS88Z
Moment Post
-Drive
16
PB4. PB44R, PB46, PBW, PB66R
Embedded Post Bass
FL*I 361
3
SDWH19300DS. SDWHI94OODS, SDWH19600DB. SOWHI080ODB, SDWHI0100ODB
Strong -Drive SDWH TIMBER-HEXSorew
5
XU34SIO16, XU34BI016-5K
#10-16 Stmng-DnvoXU Metal Sol -Drilling, Tapping SoroAs wth
17
PBS"A, PBS46 PBS66
Embedded Post Base
4
SOWH27400G. SOWH270MG SOWH27800G, SOW1142710003, SDVVH271200G
Strong-DriveSDWHI TIMBER -HEX HOG Screw
#1 Drill Point
16
PBVO, P8V10
Round Post Base
Product Description
5
SDVVS16212. SDWS116300. SIDWS16312, SIDWS16400
Strong -Drive SDWS FRAMING Screw
19
PC44-18, PC46-115, PC48-16; PC64-18, PC45516 EPC44-16, EPC4B-18, ERC48-18,
Post Cap
1
SB518x 24, S67/8x24, SE11 x30
SIR Anchor Bots
a
SOWS19600, SDWS1971Z SDWS224DO,SDWS225OJ,SDWS22512. SDWS229DC�
Shrong-Drw&SDWS TIMBER Screw (Interior Grade)
0
EP084-16; EFC815-18
2
SSTBI6, SSTB20, SSTB24, SST828, SST834, SSTSU, SSTB1 SIL, SSTB20L, SSTB24L,
SSTB Anchor Bolts
SOWS22800, SOWS22900, SOWS221 MO. SOWS221 1 00� SDWS221200. SOWS221 500
171.0-5320-RO
20
PC4Z, PC4R7 PCSZ, PCBRZ, PC8Z, PC8RZ I EPC4RZ, EPC8Z, EPC6RZ. EPCaZ,
Post Cap
SSTB28L
7
SDWM3OOD8. SIDWS2240008� SDWS2250OD8. SOWS2200008, SOWS2280ODB,
Strong -Drive SDM TIMBER Screw (Exterior G rade)
EPC8RZ
SDWS221 000013
low
ProductlDewription
21
PPB44-4Z. PPB"6Z
Post Base
8
SDWS22312DBB, SDWS22512OBB
Outdoor Accents Structural Wood Screw
1
OSSCB43.5, DSSCB46, DSSCM, DSHS
Bypass Framing Drill: Strut Connector
22
RPBZ
Retrofit Port Bass
FL#13872-R4
9
SDWS2730QSS, SDWS2740OSS, SDWS2750OSS, SIDWS2700088, SDVVS2780OSS,
Strong -Drive SOWS TIMBER SS Screw
2
FCB43_5, FC845.5. FCB47.5, FCB49.5, FCB411,5
Bypass Framing Fixed -Clip Connector
SDWS271OOOSS, SOWS27120OSS
3
FPHSD34S1016, FPHSD34B1O15, FPHS034BI015-5K FPHSD34S1214,
#10-18 and #12-14 Strcng-Drive FPHSID Framing-to-CFS Self-
144 X
Product Model, Numbercir Name
Prioduct Descrintion
10
SDWV13400
Strong-Drrivis SIDWV SOLE -TO -RIM Screw
FPHSD34BI 214, FPHSD34BI 214-5K
Drilling. Tapping Screws
CU
1711-41110866-0
1
CMST12, CMST14, CMSTCI6, CS14, CS16, CSIS, CM, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4 25, LSFC6.25, SFC2,25, SFC4 25, SFC6 25
StDel Framing Connector
2
HRS6. HRS8. HRS12, FHAS, FHA9, FHAl2, FHA18. FHA24. FHA30, 1 MST136,
Straps 97 mil (12 go)
5
LSSC4.26, LSSC6.25, SSC2,25, SSC4�25. SSC6 25. MSSC2.25, MSSC4.25 MSSC6 25,
Steel Stud Connectors
fta
Piroduct Modal, Number or Name
Product Description
MSTI48. MSTI60, MS772, SIMST27, SIMI SIMET48
MSSC4.25KW, MSSC6.25KV/
I
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twat Straps
FL*15363-R3
6
RCKW3, RCKW5.5, RCKW7 5, RCKW3S. RCKW5 5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
11 LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24
Straps 43 mil (16 go)
7
SCB43.5, SCB45.S,SCB47,5,SCB49 5. SCI5411.5, MSCB45-5, MSCB47 5
Bypass Framing Slide -Clip Connector
3
GH46-6, GH46-8, GH4", GH48-8, GH410-6. GH410-8, GH66-6, 01-166-8. GH08-6, GH68-
8, GH61 0-6, GH610-8
Girder Hanger
5
6
11 LSTA12, LSTA15, LSTAIS, LSTA21, LSTA24, ST292, ST2122. ST21115, ST2216
LsL)BH3.25, SLI 25; MSUBH3.25
Straps 33 mil (20 go)
Bridging Connector
§W
I
Product Model, Number or Name
AS 18, AS ISS5. AS I 8S8
Product Description
IS Truss Plates
8
9
SCS32-5/97. SCS62-5/97, SCS02-51118, SCS82-5/118
SCW3 25, SCW5Z
Bypass Framing Con nectio r
4
GL55A, GLB5B. GLB5C. GLI351), GLB7A GL87B, GUB7C, GLB7D
Gulam Bearing Plate
7
LT�5
Lateral Tie Plate
2
AS 201HS
ga.
20 ga. High Strength Truss Plate
10
SJC8.25. SJCID.25, MSJC8,25, MSJC10.25
Head -of -Wall Slide -Clip Connector
Steel Joist Con rectors
5
OLSTSI 2. GBLTS1 2. GLPT518, G BILT816, OLSTS20. GBLTS20
Glulam Bearing Plate
8
LT812, LTS16, LTS18, LTS20
Light Twist Straps
3
AS-20
20 gaL Truss Plate
11
SSB3L518
Bypass Framing SliI Strut Connector
C5
6
11 HGLBB, HGI HGLBD
Heavy Gfulam Bearing Plate
9
rMSTASO. MSTAX STS215, ST6224, ST9, ST12. sris. ST22, MSTC28, MSTCAO MSTC52
Straps 54 mil (16 go)
4
ASHP
Hinge Plate Connector
12
XLSH34131 414, XLSH78B1 414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
7
HGT-2, HGT-3, HOT-4
Heavy Girder Tiedown
10
MSTC66, I STS238
Steps 68 mil (14 go)
Scrays,
Lu
8
UFPIO-SOS3
Universal I 5ou nclation Plate
11
MTS12, MTSIS, MTS18L MTS20 MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XCIS1018. XQlB1CI64K, X01SI214. XQ181214-3 SK, X078SI224, X078111224-31K,
#10-164112-14 and 412-24 Strong- Drive X Metal Sef-Drilling,
9
URFP
Universe I Retrofit Foun dation Plate
12
SM1.56, Sffll.811, S/02.06, SIB2,37. IJ82.58, S182.68,SIB3.12, SS3.56. 61133,6Z VB4.06,
Top Flange Joist Hangers
FLOI 5r,41-R4
X0114SI224, X01141R1224-2.5K. XQI 12S1224,XQ112131224-211<� X3461016-51K
Tapping Screws
<
S1114.12. 5184.28, SIB4.75, SW,50
X1 SIOI6, X1 8101 64K, XISI 214, XI BI 214-3,5K
13
SII SIBA2.12/10, SIBA2.12112, SIBA2.12/14, S/BA4.18/8, StBA4.18/10,
Top Flange Joist Hangers
�Ida
Product Model, Number or Name
Product Dew notion
Z
StBA4.15/12, SMA4.18114
I
Er -HP
Adhesive Anchor for concrete
Z
14
SfH1A
Hurricane Tie
2
GAC. GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH
Gas -actuated fasteners and assemblies
15
S(HD8S, S/H088, SMDJOSL S(HD10S, -14HD15S, &HD1513
Holdowns
3
PDPA, POPA-K, POPA-MG, POPAT, PDI PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners threaded studs, and assemblies
<
18
S(HDU14, SMIDUO, S1HDU9, S1HDU1 I
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, P15CLDPA, PTRHA3, PTRHA4
17
SIJC7r, SJHJQT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
August 10, 2022
PA 1.3
MIAM�DADE JdU3H4X&DEC0UWW
I
PGT Industies, Inc.
PGTLu1ustries,11nc,
Cn —CD
-a > -C- C-)
6-j =
2 -0
FRODUCTCONTROLSEMON
C�L C C)
PGTIndustri".1ne.
C�L 0
I IW5 SW 26 Suee� Room 209
NOME OF ACCEPTANCE: ]EVIDENCE SILTB3WTED
NOTICE OF ACCEPTANCE: EVIDENCE SUB3M-rED
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.DEPARTMMT OF REGMATORY A" ECON-0311C IMSOMM MM) Unan, FWnft 33175-2474
BQUWAND CODE ADIUMSTRAUONDMISMM. T 315-2590 F 315-25"
N0171CIE OF ACCEPTANCE: EVIDENCE SUBMITTED
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NOTICE OF ACCEPTA.NCE
1. Evidence submitted under previous NOA
D. QU,.4JLrrY ASSIMANCE
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(1N,0A)
A. DRAWINGS
B. TESTS (continued)
L Mami Dade Department of Regulatory and Economic Resources (RER)-
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PGTIndustries,lac.
1070 TechnoloV Drh-e,
I - ManiffaMner's die drawings and sections.
5. Test report on 1) Air luffitraticn Test, per FBC, TAS 202-94
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North Venice, FL 34275
(Submiffed under.YOAX& 11-016Z 04)
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
E. MATERIAL CERTIFICATIONS
= LL.
Scoff:
2- Drxxing No. SID-5570.0, titled -Vinyl Skftg Glass Dom NOA W-,, sheets 1
3) WaterResistance Test, per FBC, TAS 202-94-
1 . Notice ofAcceptance No. 1,"528.14 issued to Vision Extrusion Limited for their
C= .0 —
M o — %.+- M
Mm NOA is beingissueduader the applicablemles and regulations governing1he use ofcongructionmaterials. 1IL-
through 21 of2l, prepared by inanufachuff, dated 10,05/15, with revision A dated
4) Large Missike Impact Test per FBC, TAS 201-94
' 1%lite Rigid PVC Exterior Extrusions for Windows and Doors-, dated 0&13/15.
M 0 >
E 2
documentation, submitted has beenreviewed and accepted 'by hfiami-Dade COUIAYRER-NoductContr,&Secticmto
04105/17, signed and sealed by A. Lynn Nlillff� P.E.
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
expiring on 0930/M
a)
C/) C) C:)-
be =0 in MumDade Comaty mW odwrinaswbac allovic4bytim Au&wly Ham* Junsdwtim (AIM.
6) Foiced Emy Test- per FBC, TAS 20-7-94
2. Notice of Accept2nce'No. 16-0920.08 issued to Vision Extrusm Limited for their -17E
U)
M CU 0-
This.NOA shall notbe valid afterthe expiration datestatedbelow- The Miami -Dade County Product C4mtrdSectkn
B. TESTS
along withmzked-up drawings and installation diagram. of vinyl sliding glass door, prepared
1000 Tan 202 and lighter Shades (
Non-AAWO) Rigid PVC Extetior Extrusions for
(In Kami Dade Cousty) andlorthe AM (ni areasother than Nfismi DadeCcunty) reserve the right to have this
I - Test report on 1) Unifonn Static Air Pressure Test, per FBC, TAS 202--94
by Fmestratim Testing Lab, Inc., Test Rqmd No- FTL W549, dated I 1,M 5, signed and
'Windows and Doors", dated 120116, expiring on, 12P-9121-
product ormahmil testedfarqualityawarancepuqxmes. IMsprodactormaterialfals topedxmm the accepted
2) Large Mnsile Impact Test per FBC- TAS 201-94
sealed by Idaluis Ortega, P. E- (rest report indsed on 12M/1 5 2nd 02/11/16)
3. Notice of Acceptance No. 15-0528.15 issued to Vision ExtnL4m Limited fortheir
mannw, the mana&ctum will incur the expense of such te-sting andthe AlUmay immediatelym, oke- modify, or
3) Cyclic Wind Pressure Loadingper FBC, T-AS 203-94
6- Test report on 1) Air Infiftration Test, per FBC, TAS 202-94
"Brown Coated (Painted or Laminated) Wl*e Rigid PVC Exterior Extnisions for
suspend tlie use of such product or matenalvi#hk thetrjunsdiction. RERresemes the right to revoke this
along with madmd-up dnwings and installation diagram of vinyl sliding glass dom prepared
2) Uniform Static Air Pressure Test� per FBC. TAS 202-94
W-mdows and Doors", dated 0&113115. expiring on 09/30119-
acctVt=e, if it is determined byN[iami-Dade CountyProduct Control Section that this product or material fails to
byFenes1ration Testing Lab, Inc, Test Report No. FTL $717, dated 12J07115, signed and
3) WaterResWance Test, per FBC, TAS 202-94.
4- Notice ofAcceptance No- 16-0712.02 issued to ENEELGI Fenestration Sokitions USA,
Ewe 1he requirmunts of the applicable building code-
This product is appFovedas describedbesemandhas beendesigned to complywidithe Florida Building Code,
seated by Idalrnis Ortega, P- E- (rest report revised on 02/15/16 and 02,24116)
4) Large Missik Impad Test per FBC, TAS 201-94
Inc. for their -T.A-X3840 and Lloter Shades (Non -White) Rigid PVC Exterior
including the High Velocity Hunimm Zone-
2, Test report on 1) Air Infiltratim Test, per FBC - TAS 202-94
5) Cyclic Wind Press= Loading per FBC, TAS 203-94
lift-usions for VH mdows and Doors" dated 09115116- expiring on 02W2 1.
DESCRIM ON: Series "557M 770 "' Vinyl Sliding Gla ss Dow (Reinforced) w/wo 9 08 & 13.90 conwrs-L ML
2) UWfonn Static .4k Pressure Teo, per FBC, TAS 202-94
along with madmd-up drawings and installation dogr2m of vmyl sliding gins door, prepared
5. Notice ofAcceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA,
"Bronze
3) Water Resistance Test per FBC, TAS 202-94-
by Fewswitim Testing Lab- Inc., Test Rrpoirt No. FTL &-55Z dated 12JM 5, signed and
Inc, for their and Lighter Shades of Cap Coated Rigid PVC Exterior
APPRovAL Do cm EN-r. Drawi ng No. M D -5 5, 70 A Re v B, titled -Vinyl Sh di i xg Glas s. Doo r N OA (I 3d) - -, sh e ft
4) Large MissileImpad Test per FBC, TAS 201-%
sealed by Idahnis Ortega, P. E- (Rst report revised on 02/1 5�2016)
liwasions for Windows and Doors" dated 09,15116- en#* on 04/1620.
1 fluough 21 of 2 1, preparedbymacidiacturer. dated 10105115 and LVA revisM on (P-JOI/1- 1, signed and sealed by
5) CychcWind Pressure Loading per FBC- TAS 203-94
7 Test report on 1) UmfounStatic- Air Pressure Test, per FBC, TAS 202-94
6- Notice ofAcceptance No- 1"712.03 issued to ENERGI Fmcstration Solutions USA,
A. Lynn. Miller, P-E., bearing the Miiuni-Dade ComtyProduct Control Revision stamp with the -Notice of
6) Forced Entry Test, pff FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
Inc- for their -White Rigid PVC Exterior Extrusions for Windows and Doors- dated
Acceptance numberandexpustion dme by the Mami-Da&- C4unty Product Control Sectiom
along with marked -up drawings and installation diagram. ofvmyl sliding glass door, prepared
3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94
08/10117, expiring on 012"8-
11ISSUX MPACT RATLNG: Larp and Smal[Nksile Impact Re�istant
I
by1mestratim Testing Lab, Inc- Test Rqxnt No- FTL 95U- dated I LWI 5r, signed and
along withmadied-up drawinp and installation dngrarn. of viuyl sliding glass door, prepared
7. Test reports No(s). I 0-M-792)(A), 10-06-M052 7. 535753-09. per ASTNE-84,
Limitations:
I See table I (sheet 2) and table 2 (sheet D for applicable SGD unit sizes,- design pressures, reinforcements types,
sealed by Idahnis Ortega, P- E- (Iest report revised on 0 1 �D4/16 and 02)11/2016)
by Fenestration Testing Lab- Inc., Test Rqml No. FTL 6638 (samples A-1 flnu A-22), dated
ASTIM 1929 and ASTMD-63 5. issued by EXOVA to Vision Extnnion for cellulosic
.
glasst5ws, silldwr(see tablesB-1 & B-2.sheets 7-3) audanchorlayout sheetsrequirememu in 11 thrul6-
3, Test report on 1).Air Infiltration Test. per FBC- TAS 202-94
1111 9i 10, signe d nd waW by Jo! rge A- C am, P. E - (Subw Ned n n der NO-4 Alo. 11 -
composite rnaterial
2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrowm coated (Paitsedorlam ted)whiteRigidPVCtobe
2) Uniform Static Air Plessure Ted, per FBC, TAS 20244
010704)
(Submhwd under AIOANo. 11-010Z 04)
Z
labeled per refkwwed NOA7srequitements-
3) Water Resistance Test, per FBC, TAS 202-94
8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
8- Notice ofAcceptance No. 14-0916.11 issued to Kurmy Atneric:a-, Inc. ft their
3. Egress opmbledom mustemplywith min clear wuft or height per FBC requrement as applicable.
4) Imp MissileImp2ct Test per FBC� TAS 201-94
2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94
-SentnGhs9, (Clear and White) Interlay-er7. cqpiring on 07/04/18.
4. Pock-etwaltsunder separate approval, tobe reviewedbyBuddwSofficial
5) Cyclic Wind Pressure Loading per FBC- TAS 203-94
3) Water Resistance Test, per FBC, TAS 202-94-
9. Notice ofAcceptance No. 1&1117.01 issued to Kurany America, Inc- for fli&
L.ABELLI;G: Each unit shall bear a permanent label wvth the mmus&cturees name or logm city. state and series and
16) Forced Entry Tesi, pff FBC, TAS 202-9A
4) Large Mmsile InVact Test perTBC, TAS 201--94
-TrosifelS, t1nack-ar. Clear and Color PVB lnterlayerC, aq*ing on 07/09119.
following statement- "Nfiatni-Dade County Product Comol Approved", noted heremi-
alongwith marked-W drawings and wstAahm diagram of vmyt sliding glass door, prepa"
5) Cyclic Ulmd Pressure Loadingper FBC, TAS 203-94
W
RJENEWAL of thisNOA shallbe consideredafter a reneval appheatim has beenfiledand 1here has beenno
by Fenestration Testing L*� Inc., Test Repoft No- FTL 9547. dated 12,�Xll 5r signed and
6) Forced Entry Test, per FBC, TAS X-2-94
F. STATE-1][ENTS
p in 1he applicaMebuildimg codenegaftve�y affectingthe peffounawe ofthis product
chang
seated by Idahnis Ortega, P- E. (rest report revrised on n15/16)
along with marked -up drawings and tustallation diagram of vinyl sWing glass door, prepared
I- Statement letter efconformance with FBC--;* Edidon (2014) and FBC-6ftEdtdon
TERmr%-sn0N ofthis NOA will wax afLerlheexpiratiandateorif theve has been a revisim.or champ in. the
4- Test report m 1) MrInfiltration Test. per FBC. TAS 202-194
by Fenestration Testing Lab, Inc- Test Report No- YTL 6337 (samples; A -I thru A-5). dated
(2017� issued by manuf2durer, dated 08/14,117 signed & sealed by Lym MAler, PT-
1
materials, use, andlor umdwlure ofthe product orprocess. bfisuse ofthis NOA as an endorsement of anyproduct,
2) Uniform Static Air Pressure Test- per FBC- T-AS 20-1-94
12/W'10, s;igned and sealed by Jorge A. Causo, P. E- (Submiffed under A10A No. 11-
2- Statement kiter of nD firiancial interest, dated 04/1 &17- issued by manufachm, signed
for saks, advertising or any otherpurlxnessliall automsficallytermivatethis NOA. Failureto complywithany
3) Water Resistance Test, per FBC, TAS 202-94
0107.09)
& sealed by Lynn Miller. RE
section ofthis NOA sWbe cause forteudmation, and removal ofNOA-
Mile ImW Ted perFBC, TAS 201-94
4)LWM
3- Ldterof lab compliance, part of the above test reports.
ADVERTISEMF-N-T: The NOAnunim precededby the words Masm-Dade Cmaty, Flonla, and followed bythe
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
C. CALCTTLATIONS
4. RER- Test Proposal No- 17-0387- dated 0510537, signed by Ishaq Cbanda, PI..
expiratum date may bedisplayed in advertising literatme. 1fanyporbonoftheNOAisdisplayed. then it shall be
6) Forced Entry Test, per FBC, TAS 202-94
L Anchor Verification Calculations and structural zWysis, complying with FBC-2D14,
done in its entirety.
along with maked-W drawings and W92113t]On diagratn of mnyl sliding glass door prepared
prepared by PGT, dated 12109( '1 5and last revised on 0111 5/16r signed and sealed by
G. OTHER
LNSPECTIO' N-: A copyof this entire NOIA shall beprovided tD the userby-the mmaufactmer or sts disu*ators and
by Fenestration Testing Lab- Inc, Test Report No. FTL S-P%U- dated lVD41 5� signed and
-
E. 0164,116 02111116)
And=y L Mller, P.E. (Subiniffed im der N, 0.4 Xe- 15-1210. 01).
L Notice of Acceptance No. 154210.01, issued to PGT Industries, for their Series
shall be available for inspection at thejob site at 1he requmt of the Building Official.
sealed by Idalmis Ortega, P- (Test report revised on and
2, GWing con#ies with ASTME-1300-09-
- -ced) - L =--'. eq)iring an 04/14,122 1
-557012770" Vinyl Siding Glass Door (Reinfoi
This NOA. revises& renews NOMM-0429.05 and consists of this age I and eiidencepages E-1. E-2- E-3. E-4,
P
011117
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E-5 & E-6 as well as approval document mentioned above-
blaq L cha"a, PX.
Mail I Ckanda. P.E.
Ll
lAaq L Clm*dx, PJE.
The smboxitteddocumealation was review-edbylsbaq L Cbanda. PE.
Product Control Umit Sup*rTisorr
Product CentrolUsit Supervisor
Product Control Unit Superrisar
co
. . . . . . . . NVA, No. U-0205.03
NGA..No. zi-OZ05.03
NDA No. 11-0205.93
NOA NO. ii-4:05.03
U-
K"MHU" ExpirationDatet Aprill-f,,:026
MW
I�Q"gk"j Approval Date: March. 15, -10.21
ExpirationDatt. April 14,2026
val Dote
Appro March 25,20!1
ExpiritionDate: April14,2026
Approval Date: Afireb US, 2021
ExpirationDate- Apri114,2026
Approvall3ste: A -larch 15,21021
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V
7 Pago I
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E-2
3:
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PGT Industries, Inc.
CGI Wmdkyws and Doors, Inc.
PGT Lulusfties, Int.
NOTICE OF ACCEPTANCE: ENIDENCE SUB-Aff rTED
NOTICT OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE Of ACCEPTANCT: EVIDEINCE SUB
2. Evidence Submitted under previous submittal
E. MATERIAL CERTIFICATIONS (continue)
3. New Evidence Submitted
5. Quanm Part SugLr Spacer Standard complying with ASIM C5 18 Thmit Conductivity
A. DRAWINGS
0-881 BTU-im' hr.-ftMF, AS"IM F 1249 VArIR-Pass, ASIM D3985 Oxygen--Pms� ASIM E
A. DRAWINGS
1. DrawingNo. MD-5570.0 RevB. titled"Vinyl Sliding GlassDoorNOAaW. sheets
2190 I.G- Durability -No Fog -Pass. (Submijkd underpretions.-MOAX-6. 15-0409.05)
1. Drawing No 1WD-5570.0 Rev B. titled --Vnqi Shdmg,Gkm Door NOA sheets I
I through 21 of 2 1, prepared by toziufacturer dated 10,05/15 and 139 revisedon
through 21 of 21, prepared by manufammu, dated 10105115 and Last revised on 02/01 �2 L
04,2120, signed and mated by A- Lynn Miller, P-E-
6. *g with AS7M C519 Tbermal Conductivity 2.22 BTU -in/
Quanex Part Durase compb
signed and sealed b� A- Lynn Miller, P.E.
hr--fF-"F, ASIM F 1249 VAITR-Pass- ASW D 1434 Argon Pernrance-Pass, ASIM E
Note Ihis revision consists replacement of same existing installation screw with flat head-
B. TESTS
2199 I,G. Durability -No Fog, AS71M E 546 Dew Point Devekqymw -201F in 48 his.
1. Test rqxnts on: 1) Air Infiltration. Test, per FBC, TAS 202-94
(Subm h*,d an dtr NOA No. 1 "469. 05).
2) Unffofm Static Air Pmssure Test, Laadingper FBC. TAS 202-94
7- Vinon. Fxtruston& Ltd- Parts complying with PVC-AAMA 303-13, Voluntary Specification
B. TESTS
3) Water Resistance Test, per FBC, TAS 202-94
for Rigid Polywinyl Chloride (PVC) Exterior Profiles fof Vision Extrtmions, Ltd.-VEX-1 by
1. None-
4) Large N[issile Impact Test per FBC, TAS 201-94
AAMA Fenestration Exlenm Profile Ctrtification Pmgram, (Submwd underV0.4 No 15-
5) Cyclic Wind Pitssure Lo2dingper FBC, TA-S 203-94
0409. #5)
C. CALCULAITONS
E
along with marlwd-W ftwings and insuHation diagrarrt of all PGT Industries, Inc.
8- Visim Extrusions, Ltd- Parts complying with PVC-fiANIA 303-13-
L Nmr-
representative units listed below and tested to qualify Dowsil 791 and Dowsil 993 sdicones,
(Submt &M under NOA No. 15-0469.05)
pmpared by Fmestrafim Testing Laboratory, Inc., Test RepoiU No.:
9- PVC-AAMA 303-13, Voluntary Specifimtion for Rigid PoIyvinyl Cbbride (PVC) Exterior
D. QUALITY A S.StaLAUNCE
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103/14
Profiles for Vision Extrusions, Ltd---v-EX-1 by AAMA Fenestratim Exterior Pmf&
1. Mm-Dade Department of Regulatory and Economic Resources OLER)
U)
171-1,20-2107.1, PGT SGD780 Alumimun Sliding Glass Door (unit 7 in prop=4 Fn-20-
Cerfification Program-
21071, PGT CA740 Alum. Outs%imS Casement Window (unit 8 in proposal) FrL-20-
10- Notice of Acceptance No- 19-1217.14 issued to Energi Fenestration Sohnim USA, Inc. for
E, MATERIAL CERTIFICATIONS
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2107.3, PGT PW7620A Aluminum Fixed VVindow (unit 9 in proposal) and IFTL-20-2107.4,
their --Tan 3040 Ar light shade (non -white) N%Ift# Rigid PVC Exterior Extrusions for
I- Notic�*-- of Acceptance No. 1"305.02 ismed to Kurm-ay America, Inc. fortheir
>
PGT PW7620A Ahwdmm Fixed Window (unit 10 in proposal) dated 07,113/20. all signed
Windows and Doors7, expiring on 021ML
"Trosifolt, Ultraclear, Clear, and Color PN7B Gbm Intrrlayers", ex;ming on 07/01224-
0
and sealed by Idalmis Ortega. P.E-
11- Notice of Acceptance No- 1"12102 issued to Energi Fenestration Solution, USA, Inc, for
2. Notice of AccqXance No. 17-080&02 issued taKuraray America, Inc. fix their
dxir se mi -W1ite, Rigid PVC Exterior Eurusions for Windows and Doors�- expiring on
"Senfi-yGhst (Clem and Mikke) Gkss lnterlayers�,, cqmmg on 07N)23-
>
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C. CALCULATIONS
7ft
02a8Y23.,
3- Notice ofAoceptance No. 19-1106.10 issued to Vision Extrusions Limited for their "Brown
0
0-
I Anchor vaifk2tioa calculations and sWxtural analysis, complying with YBC
L1. Notice of Acceptance No. 2"203.03 issued to Energi Fenestration Solutim USA, Inc- for
Coated (Painted or Laminated) White Rigid PVC Estnior Exhmsions for Windows
gned led
E&ODn (2020)- "led OQ'-)J20� PrCp2red by manufacturer- 6 and ma by
their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for
and Door!s". expiring on 0930P24,
Andway Lynn Mler, P-E-
,
Windows and Doors-, expiring on 04,116(25-
4- Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusim Limited for their series
=3
2. Glazing complies with ASTME1300-04,-W.-12 and -16.
"NT- 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Extedor
-0
D. QUAL11YASSUILANCE
F. STATY311EN-TS
Extrusions for Windows and- Doors7. expiring on 12t2K 1.
0
Miami -Dade Department of Regulatory and Economic Rffmrces (RU).
1. Statement letter of conformance to YBC 76 Edition (2020), dated 04.,22-20. issued by
mmahourff, signed and sealed by Anthony Lynn Miller, P-E.
F. STATEA]EX-TS
CL
E. MATERIAL CERTMCATIOTNS
2. Statement letter of no financial inte" and of independent, issued by rnamifxturer, dated
1- Statement Idler of conformance to YBC 7& Edition (2020), dated 02/01121, issued by
1 . Notice ofAcceptance No. 19-030,55.02 issued to Kuraray America, Inc. fortheir
04/1 SaG, signed and sealed by Anthony Lym Millm, P.E-
ramn facturer, signed and mated by Anthony Lynn Miller P�E.
"Trosifolt, 11traclear, Clear, and Color PN7B Glass Interlavere. expiring on
3. Private Labeling AgRxment document between PGT- dated 0313(V15 and signed by all
2- Private Labeling Agreemew dated 03,0&121 between PGT Industrim Inc. and CGI
CU
07/08024-
iavolved parties.
Windows and Dom Inc., signed by Dean M Ru-mir, P.E., V-P. Engineering, on behalf of
M
2- Notice of Acceptance No. 17-4W3.02 issued to Kuraray America, Inc. fortheir
"SenftTGhs9
bothcompanies.
(Clear and WWW) Glass lnt"Tei-C, expiring on 07A)4/23-
G. OTHERS
3- Notice of Acceptance No- 18-1106-10 L%med to Vision Extrusions Limited for thew
"Brown
1 This NOA revises NOA# 17-042(LO6 (PVTw)0G1) and updates to FBC2020 (76 Edition),
G. OTHERS
Coated (Painted or Laminated) N%Ue Rigid PVC Exterior Extrusions
expiring 04n-1,121-
1- Mgs NOA revises & renews NOA# 20 -0429.05 (PLAw/CGI), expiring "'14tX
forWindows and Deors;7. otpiring on 09/30J24.
2- RER Test proposals #19-1155 dated 01110120 appmved by Ishaq1- Chanda- RE- expiring
2. nc ament awciated PLA CGI file #21-0205.01, apiring 04114f26.
0
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4. Notice of Acceptance No. 19-11016.11 issued to Vision Extiusiou Limited for their
04440-
series "'VE 1000 Tan 202 and Voter shades (No"Thik-) Rigid Cellulw`PVC
I
Uj
Exterior Extrusions for Windows and Doors7, expiring on 120-9/2 1.
Ishaq L Ck"da, P.E.
Ishaq I chamur PE.
Z
Ishaq L chando, P1.
Rrodurt Coubmi UNA Superpkar
Product Contrg Unk Supervisor
Z
Product Control Unit Supwrilor
NOA NIL 31-005 ' 03
NOA Nio, 21-0205.03
<
NOA NO. 21-0205.03
Expiration Date: April 14,20:6
Expiration Date: April 14,2026
Ex wiafioul)atet April 14,2026
Approval Date: KUM& 2i,.ml
Approval Die*: March 15.201.1
Approval Daw. March L4,2021
E -5
1, -6.
E 4
SHEET
NO.
August 10, 2022
PA 1A
I 1 11 1 1 - I I I L_ 1 11 11 1 1 1 1 1 —1 - 1 1 - I - 1 1 1 1 1 t 1111 11 __ I— - — J I -
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I I I IH IN 1 1: — __ -
MIAMP WAMI-DADE COUNTY
NA;� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOM[IC RESOURCES (RER) I 1805 SW 26 Suvet, Room 208
BOARD AND CODE ADMNISTRATION DIVISION Mi=4 Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ww_w-mijkmid&d1.1_ov/econom
Cast
1.
-Crete -USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
Cast
3.
-Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
Cast
5.
-Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
Cast -Crete USA, LLC
6324 County Road 579
A.
DRAWINGS
A.
DRAWINGS
A.
DRAWINGS
Seffher, Florida 33584
1. Drawing No. FD4612, tilled "Precast and PrestressedLintel Details ", sheet I of 1,
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 "
SCOPE:
"Cast -Crete 4 ", 6 " & 12 " L intel Safe Load Tables ", sheets I through 3 of 3, prepared by
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., datedMarch 24, 2003, last revision #1 dated April 28, 2003 both
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P. E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B.
TESTS
March 22, 2012.
B.
TESTS
(AHJ).
L Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
1. None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
B.
TESTS
C.
CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1. None.
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Hamon, P. E.
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
1. None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C.
CALCULATIONS
D.
QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
E.
MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino. P.E., signed and sealed by Craig Parrino, P.E.
E.
MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
1. None.
DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strengtb Precast and Prestressed Concrete Lintels
D.
MATERIAL CERTIFICATION:
F.
OTHER
APPROVAL DOCUMEM: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parriyio, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
by Craig Parrino, P, E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A.
DRAWINGS
date by the Miami -Dade County Product Control Section.
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
A.
DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Lr4612, filled
"
1. None.
B.
TESTS
"Cast -Crete 4 ", 6 " & 12 Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
1. None.
County logo.
Craig Parrino, P. E., dated March 24, 2003, lost revision dated March 11, 2008.
B.
TESTS
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
1. None.
C.
CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B.
TESTS
1. None.
TERAMATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1. None.
C.
CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C.
CALCULATIONS
1. None.
D.
QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
any section of this NOA shall be cause for termination and removal of NOA.
1. None.
D.
QUALITY ASSURANCE
E.
MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
1, By Miami -Dade County Building Code Compliance Office.
be done in its entirety,
E.
MATERIAL CERTIFICATIONS
F.
OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E.
MATERMLL CERTIFICATIONS
1. Alone.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the job site at the request of the Building Official.
L None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and
E-5 as well as approval document mentioned above.
ilmy'A. Makar, P.E., M.S.
4/1
,,�eilny A. Makar, P.E., M.S.
C-lHelmy A. Makar, P.E., M.S.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
Pro uct Control Section Supervisor
ruct Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 204WO.15
NOA No. 20-0630.15
NOA No. 204)630.15
CKOMADME CC*WU
"00 PAR 06 V W Expiration Date: 09/11/2023
�Ea
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
1
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/2=020
Approval Date: 08/20/2020
Page I
E-1
E-2
E-3
Cast -Crete USA, LLC
Cast -Crete USA. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9.
NEW EVIDENCE SUBMITTED
A. DRAWINGS
A.
DRAWINGS
1. None.
1. Mone.
B. TESTS
B.
TESTS
1. None.
1. None.
C. CALCULATIONS
C.
CALCULATIONS
1. None.
1. None.
D. QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F. OTHER
F.
OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast -
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E.
1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details ", sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT461Z titled "Cost -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2 003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on
January 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversionfor a name change.
C41eliny A. Makar, P.E., M.S.
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
Approval Date: 0820/2020
E-4
E-5
August 10, 2022
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PRODU r KYALU&T1Q&RE1!QXX2IU_2QAaMU 2
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TILLIT TESTUM a ENGINEER111111113 CC F
22-315-TA.EPORTS.-
A. MATERIAL CHARACTEMSTICS ANDAPECIFICATI0148a
, -
WATTHR A. TTLUT, RL, F1, ___
—.,
Large missile Impact and fatigue load tests were performed under Protocols TAS
-Shall be strictly In accordance with General Notes and Components indicated on
FL��It2t,
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 t.6- 1`14� 011061f9
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No-20-176. Anchor specifications %hall be as Indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports# 96-509 dated 08/09/1996, #96-5TO dated 09118/1996,
26, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
PRODUCT EVALUATION REPORT
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and
# 2126 dated 10/06/1908 witnessed by Gilbert Diamond, P.E. and Report No.
7...LIMITATIONS AND CONDITIONS OF USE,
REPORT NO.. 20-0720.01
0219.01-09, dated March 4, 2000. signed and sealed by Edmundo Largaespada.
P.E. and Henry Hattem, P.E.
7.1. Shall W strictly in compliance with General Notes No. 1, 8 thru 14, indicated
DATE: July 28,211120
Tensile test report No. 9CM-I 97 by OC Metallurgical, Inc., dated March 13, 2OD9.
on sheet 1 of 26, as well as General Notes # I thru 4 and I I thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. M176
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate, P.E.
prepared by Tifteco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E.
PRODUCT SU13-CATEGORY" Storm Panels
2.3-STRUICTURAL ENGINEERING CALCULATIONS:
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on section 162D.2 of the Florida Building Code.
PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind bad, as well as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: Glathal EfflMadw Products
length based on rational and comparative analysis, and in accordance with
7.3. Product shal I only be Installed Into poured concrete, concrete block, and
LLC_
48M S.W. 61 Street
section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
dated 11/03/08 and 03/12/15, signed and sealed by Walter A. TIM, Jr., P.E.
wood frame structures.
Deirle, Flo6da33314
1. PURPOSE OUVALUATION:
3. MISSILE IMPACT RESISTANCE;
Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
This is a Product Evaluation Report Issued by Wetter A. Tillit Jr., P.E. (System
Large missile Impact under section 1825 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167), President of Tilteco, Inc. (Florida CA-000671 9).
ID # 19043) to the Global Protection Products, LLC, Rule Chapter No.
01 G20-3, Method I D of the Florida Department of Business and
Professional Regulation.
4-M-ND LOAM RESISTANCE
,%illilk"1110411"o,
,,,?��,j�. N - T141 S,
.
, , /,� ,,<%
20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
/V,�ii�i�l N
This product is being Issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall beas indicated on sheets$, 10, 14,15,
16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
,___ . . I
" � S
,_--_-;-.?--_=1_--4Z_No. 44167 - I=
been verified for compliance In accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is fbir the purpose Intended
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, iO, I 1,
_- .. * JIC
—� 1*,_ �>* :
?,'�-11�z , * - � STATE O F
at bast equivalent to that required by the Code.
14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
- S .. .,.it
v -
,
drawing No. 20-176.
/ i Xv'�-_. FIORM"'....
* . *
This Product Evaluation Report shall be subject to review and revision In case of
5. INSTALLAT110N.,
, IS-- �`#'
Nir��
" /0�'4 �
74#111111111o"I
a Building Code change that may affed ft limitations and conditions
Installation shall be performed strictly in accordance with details indicated on
2. EVIDENCE SUBMITTED,
sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
WATU
Di% TI LTECO AD MON RIE CORDS I P. E. REPORT. 20 ir 0 LORAL PROT E CTION P ROD UCTS, LLC � 20 GAGE
2.1. PRODUCT EVALUA-notN.DDCUWAT(E&_"
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
GALVANIZED VEE L STORM PANEL% DRWGI 6 20-1 78 k REPORT 0 204MOl
Drawing No. 20-178, tided "20 GAGE GALVANIZED STEEL STORM PANEL",
Indicated on sheets 8, 14,16, 25 and 26 of 28, of Product Evaluation Document
(P.E.D.), drawing No. 20-176.
sheets I thru 26 of 26 prepared by I itteco, Inc.; signed and sealed by Waftar A.
Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RVAIS
"kii0lifillil"i
Evaluation Report. 0101 FF11%
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6355 NX 36th Shvell; Suite 305, Miami. FloriEla 33166 - Phone: (305) 871 Z '
-1530-
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'11144111111100
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21291&-molm.
8 3) IN CASE THAT PREI2AST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FQUAKD ON THE
6" = " M
EKSTM WALL. ANCHORS SKILL BE LONG U40UGN M REACH THE MAIN STRUCTURE BEHING SUCH AWLS,
IN
I STORM RPM SHDw9TMMZ%ft=U!�K UME,NLT (PrD,)O,K,AS BEEN VERIFIED FOR COMPLIANCE IN
DUCT
ANCHORAGE SNAL. BE AS MENIKIKID IN B.i) AND IN 62).
ACCORDANCE TWn4 THE (77000V1110 F= .
2M ) 0, E ALOW
(C) M-allaba-WMA .
DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION t$20 OF THE ABOVE MENTIONED CODE
1/4-0 TAPCON ANCHM, AS AMPWAMRED BY t 7 W BEREM, INC
- #1�10 PANELMATE FEMALE 10 AND PANEUMATE PLUS ANCHM AS MMKIFAMIRED BY ELOO CONSTRUCTION PRODUCTS
FOR A WIND SPEED AS RODUM BY THE 4URISCHICTION WHERE = SHUTTERS OKI BE INSTALLED ASO
FOR A D"E"T"A"J" FACM "'OL01 USING AWE 7- 1 6 AND NOT EXCEED THE MAJOIAMM (A.S.0)
.
- 1/4*0 LAS SCREWS PER 4 O,S.
DESIGN PRESSURE FAIIINGS 04XATM ON SHEETS 7 THRU 12. 14. 15. 16. 19 A 20.
- 7/16*0 � 51W wow Vigor. As DistRain BY ALL POINT scREw. 9W 6 wEaki'T DO,
IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS OrrOMMM PER ASCE 7-16
C I) MINIMUM THREADED PIUNIETRAMN INTO WOW OF TAPCON ANCHORS SKILL 13E 3 1/2' AND 2* FOR ELCO PANDAIATI PLUS
SH41 BE FIRST REDUCED TO A.So . DERIGN RAW LOADS BY MULTIPL11M tHEIA BY 0 6 IN ORDER M
AM PANEUAMJE FEMALE 10.
COuPAJAE THESE W/ VA. (AS,O) .= PRESSURE RATINGS INDACATIED ON SHEETS I 11411h) 12. 14, 15. 46. 19 III 20
C.2) MINIMUM "EADED PENETRATION OF LAC SCREW. INTO THE WOIXI FRAME UNIT SHALL BE 1 1/2-. NO PoEADED
IN ORDER 10 VERIFY THAT ANCKIRS ON TOM P ED AS TESTED WERE W OWN STRESSED. A 33111 04CRFASE 00 ALLOWABLE
PAM FOR WK LOADS W43 NM USED IN THEIR ANALYSIS. FASTENERS SPXP4 TO WOOD K%S BEEN OETERMPIED 04
PENETIVITION INTO Sr1JCCG SM. BE CONSIDERED AS PART OF THE REQUIRED THREADED PPICTRATION.
ACCORDANCE WFrH AIM,& 2018.
C 3) MINIMUM EDGE 04STMCE OF LAG SCREWS� INM WOOD SHALL BE AS TWOCAVED IN THIS D%%*M
STORM PANEL'S ADEQUAM FUR IMPACT AND WOO MISTAKE HAS SM VOW" IN ACCORDANCE Wfrk SECTION 1626 OF
THE ABOVE MEINMIONM CODE AS PER HURRICANE ENGINEERING At TESnN0 PIC REPORTS 96-501. 96-570 4 96-T30 AMD
CA) MONUM Po&1ftnON OF WOOD SUSHM SMALL BE 5/8* 1/4' 0-20 SCREWS USED SkAiA BE 1 1/2* LONG M0QMUM
FENESTRATION TESTING LAS 01C.. REPORTS #2032 At JI2126 , AS PROtOCOLS TAS-20' , TAS-202 AND TAS-203
SHOULD STAXXO WST. AND 1* MINIMUM MR WALLS WIT14 NO STUCTC.
AS WELL AS AMERICAN ITST LAS OF SOVIN FLORIDA WEPOIn JIM I 9.01-09, AS PER ?AS 201. TAS 202 AND
US 703 SrANDARDS.
CS) IN CASE THAT PRECASI MAE, OR PRECAST C014CRM PANELS STUCCO OR WOOD BOARDS ME FOUND ON THE DUSTINO
2 ALL ALUNIVILM EXTRUSIONS 10 BE 6063-76 ALLOY 00 TOAPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
WALL "MRS SHALL BE LOW ENCUCH TO REACH THE MAIN SrRumw GOOND SUCH PANELS.
94CHORAGE SKILL BE AS MENTIONED IN C 1) C1) & C 4)
3 ALL ALUMINUM SHEET METAL USED AT CL03URES SHALL PAVE 3105-H14 ALLOY�
(0) ANCHORS SHALL BE WSTAUM FOU.VWM ALL Of THE WOOMWFAIDATIONS, AND SPIEWCATIONS OF T14E ANCHOR'S ]MANUFACTURER
A ALL STEEL SHEIET hOA PANELS SHALL WAVE STRUCTURAL QUALITY STEEL ASTMI A633 CRUDE 50 MWOMIUM, G-60
GALVANIZED STEEL DESIGNATION WIrY- 56.5 wr (AFTER ROLLED),
6 PANELS MAY ALSO BE INVIALLED HORIZONIALLY JOLUDIRIAG INSTALLATION DETARLS SHOWN ON SECTION 3 "OM" 10 (SHEETS 4
1.11OUCH 6) EXCEPT TWA? HEADERS IM & 0 SHALL NOT BE USED
5. ALL SCREWS TO K STAVASSS STEEL 304 OR 316 AIM SERIES OR ODFUNISON RESISTANT COAMED CARBON STEEL AS PER
ON SWI8 W/ 50 I* YIELD STRIENGIN 00 90 hiN TEASKE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING CODE
9 IT SHALL BE THE $RESPONSIBILITY OF THE CONTRA" 10 10" THE SOUNDNESS OF tW STRUCTURE WHERE SHUTTER IS TO BE
SECTION 241t 3.14,
ATTACHED TO INSURE PROPE31 AMCHORMX THIS SHUTTER SHALL UNIT 81 ATTACHED TO CONCRETE. BLOCK OR WDO0 FRAME
BIJILDINGS.
6 DOILTS TO K ASTIM A-307 CALVAKEED SrEI3_ OR AtSI 504 SERIES SIAINLESS STEEL MYTH M MW MINIMUM ICLD
STRENOTM
7 ANCHORS TO WALL SHALL BE AS FOLUOWS-
10, EACH REGULAR STORM PANEL WFTN LEwn4s OVER W-6 THROUGH 12'-4*. AS PER SECTIONS 6 ' S. 9 & 10 AND ALTERNATIVES VAI,
SW & T ON SHEETS IL 6 4 12 FASPIECTNELY�. SHALL M" A LEGIBLE 00 READILY V6IBUF M;WOZ INV'RUICTM OWNER OR
TMANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERICIDS OF MROW.-M WARNINIG
(A) PDI,WsD c��
I I THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTIER COMPONENT EDGES WHICH REAAuN IN CoWnmuouS CONTACI AAn4
1/4-0 TAPCON ANcHons AS A&ANWAcTURED rr 1TW MILE". INC (Mtr I'"3192 P's.)
THE BUILDING TO PREVENT WRIND/ItAIN INTRUSIOK
__
1/4' 4 . 7/8' CAX-114 ANCHORS. AS MANUFAICIUMED BY DOWALT INC. (MIN, f'0-3000 W-)
_ I /4'0 It 3/4* SOLIO-SET ANC.MORS, AS 01ISTRIBUTIED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
12 STORM P44M INSTALLATION SHAILI COMPLY WITH SPECS INDICATED IN THIS DMWWG PLUS ANY SUILOM AM ZONING REGULATIONS
(M,' r_3000 ps.I.)
PROVIDED BY THE JURISDICTTION WHERE PERMIT IS APPLIED TO
- 0,14-10. PANIELAINT FEMALE 0 & PAMELWTE PLUS ANCHORS. AS ~ACTUPIED BY ELCO CONSTRUCTION PRODUCTS
13 (a) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED By THIS ENGINEER 15 6100130C AND DOES NOT PROVIDE 0WORMATION
- I MIN. t - 3330 Ps Q
/4*0 Cf T= ANCHORS, AS MANUFACTURED BY TRU-FAST CORPQ14ATlON (f'c--XW P.s.I.)
FOP A SITE SPECIFIC PROJECT. Is 1114CRE THE SITE CONIXnONS DEVIATE FROM TK PED
A,I) MNWM EMBEDMENT OF TAPCDN ANDIDAS MITO POUM CONCRETE SHALL BE 1 3/4'. 2' FOR PAIVELMAIE FDAkE
(b) CONTRACTOR TO BE MPMSRBUE FOR THE SELIECTM, PURCHASE AND INWALLATION INCLUCINIG LIFE SAFETY Or TM PROOLCY
BAND ON THIS P-E.D. PROVIDED HL/SHE DOES NOT DEVIATIE FRCM THE CONDITIONS DETAILED ON THIS DOCUMENT
0 AND PAMEWALTE PLUS AND 1 1/4- FOR CF TAP-04P AMICHORS
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTIMI'S RESPONSMITY
&2) CAUK-IR A, SOUO-SET ANCHORS 94AU BE EMBEDDED 7/8- IMM THE POURED CONCRETE NO EMKW_NT MID
(�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WVAIUQ IF MODIFIED.
SnJCOO SHALL BE PERMITTED 1/4 - 0-2D SOREAS USED WALL K 1 1/2- LOW MINIMUM SHOULD SrUOOD OM,
NO I' MOOM MR WALLS WITH 1� STUCCO. AND MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD.
(d) SM �� PROJECTS SHALL K PREPARED BY A FLORIDA RECITTERED ENGAMEOI OR ARCHITECT WHICH WILL BECOME THE
OUT WN War wirs.
ENGINEER Or REOM (E.Oat.) FOR FIVE PROJECT AND WHO WILL BE RESPONSIBLE FOR 114
PROPER USE OF THE PIE 0. DOGUIEW OF RECORD. ACTING AS A DELEGATED ENGINEER M THE
A 3) IN CAN THAT, PRECAST STOW PRIECASI CONCRETE PANELS, PAVEWL STUCCO OR WDOO BOARDS BE FOUND ON THE
PAE 0 ENGINEER. SHALL S~ TO THIS LATTER THE WE SPECIFIC DPAWW40S FOR RVACW.
EXISTING WALL OR FLOOR ANCHKA'S SKILL BE LONG ENOUGH TO REACH THE IWAIN STRUCTURE BEHIND SUCH
PANELS ANCHORAGE SKILL BE AS MENTIONED IN A 1) AND 00 A.2)
(s) T45 P.Eff SHALL BEAR THE DATE AND ORIONAL SEAL AND SIGNATURE Of THE PROFIESSIONAL
ENIGINCER OF RECORD THAT PREPAOITID IT
�=W 2 - O" WMIL AM C-90:
(a) !01L/4' 0 TAKFIMAKHORS AS MANUFCTURED BY I 7 W VAUXX, WC�
14 SWAM MANUFACTURIER'S LABEL SHALL 13E LOCA
' TIM, ON A. READILY VISIBLE LOCATION AT STORM
-
- I/ 0 , 7111' CALM-414 ANCHDRS. AS MANUFACTURED Of VAC (MIN ?`� 5W p)
D'EMALT '
PANEL SHUTTIP IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILD04 CODE. ONE LAM
SHALL BE PLACED FOR EVERY OPOWC. LABELING TO COMPLY WITH SECTION 1709.92 OF THE
- 1/4 . 9 3/4' SOUD-SET AKNORS. AS DISTRIBUTED BY ALL POW SCREW. DOLT & SPECIALTY CO.
X
FLORIDA BUILDING CODE
(04 f .
- ir ,D-ISOG, Ps'.)
14- PANELVATIE FEN" 10 AND PANELMATE PLUS ANCHORS. AS MAPAIIIACIURED By ELCO CONSTRUCTION
-T-I
THIS DRAWING SHALL ONLY BE U0 TO
M
PRODUCTS (1001, r-2071 psl) too "to AA% PERMITS IN THIE STATE OF nabOW, I
01000
- 1 /4* 0 CF TAP -GRIP ANCHORS AS MANUFACTURED & TRU-FAS7 CORPORATION ,0_ _� -
,� . r
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$1,A) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELVATES AM OF TAP CHOR. INTO THE OC70 . \,\C
_ _
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,
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1 20 SAM SALVANIZEIII STEEL STON PANEL I I
0.2) CALK -IN Ak SOUD-SFT ANCHORS SHALL BE EMBEDOED 7/8- INTO W CONCRETE BLOCK UNIT No ,
167
;-_7\
I
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WO STUCCO SHAAA. BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOkC MINIMUM 9��Co
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TILLIT TESTING A ENGINEERING COIMIPMY
WALMA. nLLIT, HL, P.E. tilln 1.00111
'F;
PRODUCT EVALUATION REPORT R.Prm!r 4AL67
ItLk;.A. UDAMs _�. 3W?I9
REPORT NO.: 20-0727.02
DATE: July 27, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY: Storm Panels
PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: Global Protection Products. LLC
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Repo" Issued by Walter A.T1111t, Jr., P.E. (System
10 W 190e) to the Global Protection Products, LLC, Rule Chapter No.
SIG20-3, 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 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
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 affect its limitations wO Conditions
2. EVIDENCE SUBMMED:
21. PRODUCT FEVALUATION DOCUMENT (P.E.D.)
Drawing No. 20-175, Wed "24 GAGE GALVANIZED STEEL STORM PANEL',
shools I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
Tillit, Jr., P.E.; dated 0712712020. This drawing is an integ
po '?J is
,_ "!�4 4
Evaluation Report. " A
,,��NV_ .: .... 05�%_
6_35i N.W. 36th Stree� Suite 305, Miami. Flodda 33166 - PI:
COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
(SCALE 1/2-l')
- ____ __ - - ____ - -.---- I__ - - is.11141. CM4 WIDTH) __ -- - --.---. _ __.- �.- - - - ---- ----- _l5lW(7GTALWoY4)- - ---- -- -7
- - --- ---- - 12-500' (EFTEMW WIDTH)- - -- -- - -- - - - - -- I
I - --- -- - -6 1/4' __ - - __ . .- ___ -6.2.w- - -----
� �, � _l..aSEi- - 1.3SO`_ - 1.3po. - , ��w ; �. -1,3w,-- ^ . - i 'N.Scia,
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2.�. �� , rilp AM A-M i -�,OL - I ,
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0-90 IGALV I --yw TYP OVAL �_t '
7
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_._2.1B7`__ -
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PANELS Or I f , oo. 125' - ': %4**-MQ r -am -_K:
_�P I -:7bo , , 41W
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"", - . It a I I - 125*� %A 9M RFAM Sai. SM QKRJ)
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1214,/
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�L -2.000- - -
ROUNDED CORNER 0 ENDS OF PANECS 'J't - ---
END UP W/ KENIMED EDGE.
(N.T.S) (1) 111" HEA (� *U" NEAM (�) AML (4 AmaLE wrrH sTun @ ANcu wffH
I - - __1 won REVERSE STUD
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, _=_f I- - ___ S-U4' - r� TOP EDGE � .Dow ,374* -OW 7SO` -
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-JLAfC NICKEL , STATE Of - Q-7 wof WIM INC 20 RAU GALVA11ZED SM S7011111 PAIIIEL TIP
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AUMNUM ANQUE . MONOLITHIC WASHIM A/ ADIMPONAL �� - I ON --- - - : an -,
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0= &i *44 611a' .1 i - r--M Faq ! 1 : 1 :*: Won 2 ar As
INSTALLATION DETAILS FOR REGULAR PANELS (I & U END CLOSUMS OEM FOR 1INUALLABON IN PIAM CONCRUE
IRTO EXISTING POURED CONCREJE OR CONO E BLOCK STRUCTURES 000M BL= OR WOW
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I &:Og,�",-P- I - - W*M ,aAWT,, R, A, I., .. ... FLOIUDA BUILDING CODE (11119h vaellocilly HIM cam
- - , � .1 am navol. w- 1 20 GALVAN PAHM I rj
on M=r I Tt2� 14�, CONCRETE BLOCK MAW `0 WE ye " ... = SIM STOWA
ft smal a 0 9) 3 Mas. ft,ouNtm , Twim-S Nawr """ :: NO 44167 `*. I Dow
*: . a . __
X6. swl� . * 4:7— 1^
- �,H____1-1-1.�'�____�- 00
. ** - - - ,- LOBAL PROTECTION
DETAAL FOR SPACERS REQUIRED AT TOP OR 11 . 1A - �4 �,�_�_ � 4m OV-17"'C's
,
BOTTOM TRACKS ADJACE141 TO STUCCO/ . R&-.; U,� �1 __..� Dow.
, ..... ... �� - rem)"a-mms, I--
.... ... "low - 20-
, - ..0 - . - .:: LLC,r
PRODUC f ICVAI,l 7AnON REIMT No- 2Q4717,01 2
22 TEST REPQRTS
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 toads as per
Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
Lob of South Florida, Report# 0814.01-01 dated 03/11102 wftnessed by William
R. Mohner, P.E., Bortz Moroz, PIE. and Henry Hattem, P.E. and Report No,
0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo
Largoospeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
loadings 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 November-23, 2010, signed and sealed by Jw3o E.
Gonzalez, P.E.
Tensile test report No. SCM-198 by OC Metallurgical, ]=, dated March 13,2000,
signed and "sled by Frank Grate, P.E, as per ASTM 6-8 and Tensile Test as
per QC Metallurgical Report No. iOKM-1 318, dated December 1, 201 0 signed
and saaled by Jerry Jaclofeno, P. E. as per ASTM E-8.
2.3. &TRUICTURAL ENGINEERINre CALCULATIONS,
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, de*n
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
Inc., dated 12tl 8f1O and OM7/13 (for this revision), signed and sealed by Walter
A. 7111tt Jr., P-E.
3. MISSILE IMPACT RESISTANCE.
Large missile Impact undereaction 1609.1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4, NND LOADS RESISTANCE*
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, I I,
12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16
and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
24 Gage Galvanized Steal Storm Pam] has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
,A1111111 I
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D.k4..@.@,@-
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,
-
1/4'
MAX� GAP
PROD= IVALI I ATION RIM-ORT Na 3
5. INSTALLATION: .
Installation shall be pedoffned 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. 20-173. Minimum separation to glass shall be as indicated on
sheets 3, 6, 13, 14, 1 6, 16 and 18 of 18, of Product Evaluation Document
(P,E.D.), drawing No. 20-176.
9, MATIERAL CHAMCTERMCS AND SPECIFICATION&
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-in,
Anchor specifications shall be as indicated on sheet I of 1 8, of Product
Evaluation Document (P.E,D.), drawing No. 20-175.
7�_LJMITATIQNS AND CONDMONS OF USE A
7. I. Shall be strictly In compliance with General Not" No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document: (P,E.D.). drowift No. 20-175
prepared by Tiftep, Inc. and signed and sealed by Walter A. THRI, Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 10202 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 X Tff Ift, Jr., P.E. (Florida License
No. "i67), President of 71fteco. Inc. (Florida CA-0006719).
WATtLL
D!t TIL'TIECO ADMON RECORDS I? E.REPORT.2(
G&VANLM SrEELSTORNI PANEL 1,01111WO020-176i,
1/4, 2/4, 3/4. 4/4. 5/5. 7/5.
IW/10. 2W/10. 3W/10. 4W/10. +6/5
5W/10. 6W/11 & 7W/11
— ANC-4011113; FOR CONC_1IE SEE SCHEDULE ON SHEETS 0 III, 9 -3: WAX -
FOR WOW SEE SECTIONS ON smEm to & ii -- - - I MIN.
I - I
0 1 0 a
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� - ___._ __ - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHUTS 6 Jr 9
FOR IMXRD S9 SECTIONS OR SHIEM 10 0 11 -_ - - -_ - -
REGULAR STORM PA ELS 11) & Q ELEUTION
N,S.
2,67" 1/4- M". GAP
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WALL AND FLOOR MOUNTING INSTALLATION FOR ix_,64�
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CONOTIOW,
WILLICIN WHEDULE
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MULL 0"
SPAN (ft)
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TUBE MULLION
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No. 44187
"-e
2'. 3'. 11IF
> .-s- It) 5--r
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5*-B* To 8'-iv
2'. V . I/r.
4'. 1/4'
W-W To It-W
2" 4' . 1/8'
PRESSURE WING
SECTION I
SCALE 3/1-1-
NOTE: WLUW0rNr 'AN ALSO SE INSTALLEID W�O STORM PAIdus ON Top
OR ON So THAT IT 6 LOCATED I TOP OR BOTTOM OF OPID"
(ONE PANEL OPENW P/ TUBE TOP e sarrom)
IN
;W1.;.1 � A-171 �I III 11; " F�N I i'va
NOTES
1. INSTALLATIONS ARE ONLY VALID FOR BAALDINGS WITH A.S.D. DESIGN LOADS
UP TO +55.5. -72.0 p�s.f. AND PANEL'S LENGTH UP TO 8'-a'
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
140TE FOR COMSMIM OF SECT
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
CONCRETE ANCHORS CONCRETE ANCHORS
(SEE SCHEDULE ON-\ (SEE SCHEDULE OR--\
SHEET 14) aw I.)
_4� POURED CONCRETE I I
POURED CONCRETE
jaw
"Comm
SCHIVAL
To
FOR WK SIONIANTON
TO CLAN
I/r w
$1w W. (CASE 1)
70 a',
($a GET /14
(SEX GET 211
I
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G
POURED CONCRETE
an CONCRETE
BLOCK WALL
INXILINNED
e
e
CmNa k FLOW MOUNTING
IMALLAnINI - ALUMHOWLAIIII LIM
(SECTION AT TOP IS LIMED To +5"-67.0 MAX. SCALE' 1/4, 1*
A.S.D. DESIGN PRESSURE RATING)
� Thr_._:
FLWR MOLINTM-
- sEcnm "W
WAL- 1/4- - I -
CODE (111ah Velocitv Hurricane
FUR CONCREIT ARCIOW $It SCHEDLILE ON SHM 14;
SEE SECIM
Z , , ON
2/4. 20, 3/4 OR 4/4 2 & 1W/15 '21 W/'5
I.
LOCITION
PAW")
1/14
ALTERNATE LOCATION
ON LIFE SWETY PANEL L_
W/hO Let SAFETY PANELS LOCATION OF LIFE (SEE NOW ISELOW)
I.. REG PAW" W1 OR SAFETY PANEL
W/o RED" TRACKS (SEE NOTE I
L WILOW) LAP PANEL
CONCRETE ANCHORS I/
INSTALLED
M SCHEIN" ON LIFE WET, PANEL OPENING SMALL
SHM d) -CURED OO.CAm_ OPTION 01 FOR WEE W IT"F.'SK.P:r.LA/.Vj=
CONCRETE PANEL (1) & (Ifi TO BE INSTALLED ON REMOVED FROM INSIDE
OF SrRUCILNIE
(SEE 9040M ON
BMW I.) ELEVATION
WALL idOUNnNG INSTALLATION WALL AN IMAILLATIO SCALE 3/.V*.i'
SO,
- SECDON I SCALE 3/0' SECTIOR 2 GAP
NOTES ON INSTALLATION 11
I LIFE SAFETY STORM :I. LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
OR AS AN INTIERIOR PANEL (ANY PANEL LOCATION IN BETWEN END PANELS). I=) PANELS I
LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AOAAIW TO QEOU-.AR PANELS '1�
(W/ OR W/o REG" TRACKS.) SEE NOR I)
2 LIFE L7 SECTION 8-1
.� PANEL CONSISTS OF 04W GALVANIZED STEEL STO PANEL AS
PER n . SHM 2 Of DRAIVINIG. SCALE 3/32--l'
THIS ITSELF TO BE REVICIVED OR INSTALLED FROM THE NSIDE OF
STRUCTURC
AUJI10"
K rO
Tz
AS PER SHEET 2 OF THIS DRAW1 "G,
POWENT BE INSTALLED WALL OR FLOOR D FIX SECT04S I
10
2 ON THIS AS WELL, AS DETAILS I At 2 ON SHEET 4,
4. VIOn. LENGTH %
FOR
MU. ANCHOR SPA= FOR C= f) ANCHORAGE AT WrOW CI
SCHEDULES �& 2, SHEET 14.
COMPONENT MAY BE PERMANENT OR REMOVABLE
ot
5 SEE DETAILS FOR INSTALLATION WO WOOD FRAME BUILDINGS ON SHEET 15�
[ATE
6 SEE SHEET 4 rOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALIATOW OF
IQZ.
oNk,-
SPACERS AT TRACKS INSTALLED A044CENT AND BEYOND TO SrUCCO/W003 BANDS.
mNk,-,u1I
NEI
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING
MAXIMUM PANEL LIENGTH "L" SCHIEDULE
I -In nIt, - swumne'l."a _vvImm Am - - - I. - - . . . .,
MAXIMUM A.S.D.
To Or-
=bN
OF THIN
55A -72A
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UNSOLTM
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N/A
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N/A
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N/A
N/A
N/A
N/A
N/A
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N/A
N/A
N/A
N/A
1.
N/A
1.
N/A
N/A
N/A
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N/A
N/A
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OR LESS
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N/A
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1.
N/A
N/A
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N/A
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12 1/2'
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6 1/4.
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N/A
N/A
1 12 1/2*
1 6 1/4*
12 �12'
6 1/4*
6 1/4-
6 1/4-
6 1/4'
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N/A
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To 1j'-2-
*55.0. -72LO
N/A
N/A
6 1/4-
W/A
6 1/4-
N/A
6 1/4*
1 1/4'
6 1/4-
6 1/4-
N/A
N/A
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>8'-8' TO 11'-2'
N/A
N/A
N/A
%/A
N/A
N/A
N/A
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6 1/4
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SEE SHEEM 10. IT AND It FOR ANCHORS TYK A W%CWC MR INSTALLATIONS WW MOD MRAME BUILDING.
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SA/11. 4A/17. WIIL
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INSTALLATION DEIAILS FOR OPTION 12 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 221B& VALID F-7 HMA SMIRIM PANIEL SYSIM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL SHOWN ON rH1S PRODUCT EVALUATION DOCUMENT (P.E.D) HIS BEEN VERIFIED FOR COMPLANICE IN S. I) MINIMUM EMBEDMENT OF TAPCON ANCHM AM PANEUMAlt FEMALE 0 & PANELMATE PLUS INTO CONCRETE c%j ACCORDANCE WITH THE 2020 (70 EXTION) OF THE FLORIDA BUNLDCNG CODE. BLOCK SHALL BE 1 1/4 C= _-T T' 7 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1624OF IKE ABOVE MENTIONED CODE. 9.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CAIX-IN ANCHORS SH011 BE 15 7/11- INW CONCRETE. FOR A IVINO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FRESH MATERIAL SHFAJ BE PERIMITTED. :3. Lai
FOR A DOKCT04ALITY FACTOR KII-0.95, USING ABU 7-1 6 AND $HALL NOT EXCEED THE MAKWUM (A.S,D,) 1/4' 0-20 SS S1"AU( BOLTS USED SHALL et LONG EFORLIGH(SHolkn ANY FTNISH NATO 00 To C)
EVIL ST) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS. C=
O' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19
ISHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS MULTIPL THEM BY 0.6 IN ORDE To ICONC PANELS BE FOUND ON THE EM G WALL,
A o By YING R 6.3) IN CASE THAT PRECAST STONE, OR PRECAST RIETE STEM
"t HEADER HEADER To COMPARE THESE W/ MAIL CkS) DESIGN PRESSURE RATINGS M04CATED ON SWEM 25 & 26.
ANCHORS SK4U. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. AN040PACE
WD WAM HE-4010i OD, "D
eil
SHAU, IN AS MENTIONED IN 8.1) AND IN 9.2).
I 40 M!!6 j IN ORM TO VERIrY THAI COMIPOMENTS AND ANCHORS ON THIS P-ED. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
"", /2- IN ALLOWABLE STRESS MR WIND LOAN WAS JIM USED IN THEIR ANALYSIS, FASTENERS SPACING To wow HAS BEM
DETERMINED IN ACCORDANCE WITH N,D_S. 2015, (C) ANICHORS SHALL BE INSTALLED FOLLOWING ALL OF IT* RECOMMENDATIONS AND SPEMOATIONS, S
1/2' 4/4 1/2- Ile Ile I1/4- OF THE ANCHOR' aR ADER STOW PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VITRIFIED IN ACCORDANCE WITH SECTION 1626 OF 2. I2. 12- R SHALL
THE ABOVE MENTIONED CODE AS PER I'DAESTRATION TESTING LABORATORY. INC, REPORT 0 2032. AS PROTOCOLS TAS-201, it BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER ONLY BE ATTACHED To CONCRETE. 13LOCK
TAS-M AM 7AS-203. ISS TO BE ATTACHED To INSURE PROPER ANCHEfta raS SHVrEp Sgaa OR wm FRAJAE OU
I2- THIS SYSTEM HAS BEEN DIESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE MM% ACCESSING IOPENING FROM THE WOW HE WOOD HEN3_E_ I&an WA REGUEO -T, THIS APPLICATION IS VA"D WHEN INSTALLATION IS INTENDED To BE PEWORMTED L INSIDE W/O THE USE OF A LADDER OR LIF TO SEX/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
12. THE INSTALLATION CONTRACTOR IS ri WITH THE
i FROM THE INSIDE OF STRUCTURE. CONTACT BUILDING 10 PREVENT ININO/FMMIN INTRUSION CAULK AND SEAL SHLITTER TPACXS ALL ARQKNQ FULL EXISTING SONARYOP - WYPAIKW , LENGTH, To GLASS V *Lee TO OUSS 3. SERIES IDOO INSTALLATION IS APPUCA13LE TO SINGLE ANID DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REOU11kED to BE ow 20400" CLASS co, soema PERrORMED FROM THE 04SIOE Or STRUCTURE 13 4j OU
PANEL LENGTH 10,11, 10) PANEL LENGTH STORM PANEL RWAULATION VALL COMPLY WITH SPECS INDICATED IN THIS DRAWING FILUIS ANY BUILDINC AND IONING
(SEE NOTE I MLOW) (SEat Non REGULATORS PROVOCID BY THE JURISDICTION WHERE PERRAIT IS APPLIED TO. PANEL LENGTH EXISTING PANEL LENGTH 4. SERIES "OO 04MALIATIC" IS APPLCA13LE 70 SINGLE AND DOUBLE HUNG AND RAIZONIAt SuDERS STYLE WINDOWS WHEN
(SEE NOTIE BELOW) V as- M GIARS i�_ (SEE NOTT I BELOW) GLASS Ow soenuul _TT _ _(SES PANEL LENGTH PANEL LENGTH
OM"*W 40) 1/4 ON ow 14) iwim 'a) NOTE I BELOW) (SEE NOTT I BELOW)
is SS. MS. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMI", (UNLESS OTHERWISE NOTED) Is. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS CIOGINEEIR IS GENERIC No DOES Nor PROVIDE c
7/8'd 3/u, 3 c: E
USED A, INFORMATION FOR A SITE SPECIM PROJECT: i.e. WHERE THE Snr CONDITIONS OEWTE FROM THE P-Lo C5
W" OUT NUT 8. ALL ALUMINIAM SHEET METAL CLOSURES SMALL HAVE 3105-HV4 AJUJDY� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING Lin SAFETY OF
i/ev TAPCOFl 7. ALL SIM SHEET METAL PANELS SHALL KWE STRUCTURAL QUALITY Stw_ ASnA A-SS3 GRADE 50 Ms.�. GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLM PROVIDED HE/SHE DOES NOT DEVIATE FROO THE CONDROMIS DETAILED ON c_ w/f I/ DESIGMITION W/Fy- 585 to, (AFTER FOULED) THIS DOCUMENT CONSTAIUCTION SAFETY 47 STIE IS THE CONTRAICTWS RESPONSIBILITY
THREADED AT 0 ALL SCREWES TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STED. AS PER DIN (C) THIS PRODUCT EVA131111ION DOCUMENT WPL BE CONSIDERED INVAUD IF MODIFNED.
500111 */ 50 ksi YIELD STRENGTH AND 90 k1ir TENSILE SMENGTI'M & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
(4) SITE SPECFF)C PROJECTS SMALL BE PREPARED BY A FLORIK REGISTERED EHGFNEER OR ARCHITECT WHICH WILL
a. BOLTS TO BE ASTM A-307 GALVANIZED STED, OR AM 304 SERIES STAINLESS STEEL WITH 38 4" MINIMUM YIELD STRENGTH. BECOME THE PEKM" F (E R.) THE PRO)ECT AND WHO WILL BE RESPONS&A FOR IKE PROPER
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A DELEGATED ENGINEER ED THE P.E.D. EMKIMR. SHALL
10, ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIM DRAWOMFOR REVIEW
(A) To EXISTING, POURED CONCRETE
(a) THIS PLO. SMALL BEAR tot DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENMEEK OF
L j -0 TAPCON ANCHORS AS MAINLIFACTURED BY ITW WLDEX. INC. (MIN. re-342 P.) RECORD THAT PREPARED IT
II /4 - * X 7/8' CALK -IN ANICHORS, AS MANUFACIURED BY DCWALT INC. (MIN. I'c.3GQG p.i)
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77 ?AL2VIt4;:: W/ M.S' W/ III- STORM PANEL WWFACTUM" LABEL SNAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STOftI PANEL IN
#14-10 PANELMATE FEMALE 10 & PANIELMATE PLUS ANCHORS. AS MANNIFACTURED BY ELCO CONSTRUCTION PRODUCTS
S/ wmc w 3/32- wm WASHER 0 12 1/21MOR MIA ED. ACCORDANCE WITH SECTION 1702.9.3,OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPITONG.
WISHER 0 32 c in(BEYOND) LABELING To COMPLY WITH SECTION 709 9.2 OF THE FLORIDA BUILDING CODE
12 $/V 0.11 NUT WISHER (BEYOND) I P-0 -
L 1 '4-0 IAPCON IS 5- OX I 0 4, D.C. 1/4 " THREADED WE, WM WILD 3/11, WING NUT A. 1) WiMmuo EMBEDMENT OF TAPCOk ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR PANELMATE
STUO) 2.4' WOOD 2^.4" WOCO (!!AGI W/ SPA) _w= MAS�ER 6 /a- G.C� 11ASHER 0 (BEYOND) FEMALE 0 At PANELMATE PLUS.
THREADED OF PLATE INE 0 RKEDUMMMMO
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or PLATE ANY FINISH MATERIAL SMALL BE PERMITTED
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WALL W , IF 01 , I �_Z= PLATE PLATE HiSTALLATM ATM *6 O. Z ZIL INTO ""On
'TALLATMN WALL 4WNG INSTALLAMN AT PLATE 0 MONOTH OF PLATE WALL WOLIN171ING INS ALMOPIAIViIIII REGLIM NEI SCALE 3 & UFIE SAFETY PANEL A-3) IN CASE THAT PRECAST STONE PRECAST CONCRETE FANFIS, OR PAVERS BE FOUND ON THE DUSTING WALL OR ON FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH W MAIN STRUCTURE BEHIND SUCH ANCHORAGE SMALL 0 REGULAR PHK a t POW WPA N r L SCALE 3/8 -1 WALL uwrnffG INM ATION WAQ MOUNPH 11 ALTERNATM BE AS MENTINED IN AI) AM IN k2). SCALE 3/8 .1 SCALE 3/11 A# Tf� I 104-T ?, fint"ANIEL
........... 0 UAL"_Ban No. 44167 III=, � 3".-I. SCALE 3/1.1' INFLORIDA BUILDING CODE (1,119h Velocity Nu cam Zone), FLORIDA BUILDING CODE (Htgh Vskic"y f4urricons lam)
I INSTALLATIONS ARE ONLY VALID MR WLDINO WH ASo. DESIGN LOADS FLORIDA BUILDING CODE (INIgh Vefocity Nu cam Zone)l Ile 9 TAPCON AN04M AS MANK)FACTURED BY IT.*. BUIIDEX. INC VPIO .5&3. -7ZO PSF AM PANEL'S LENGTH Up 10 $._r %0.4 57 am RLUM PC. 20 GAGIE CALYAWZED STEEL STORM PANEL ry Am, No 441167 20 GAGE GALVANIZED STEEL STORIM PANEL �/e 00 X 7/8" CALX-IN ANCHORS. AS IAMNUWAICTUIRCD By DEWALT INC (f',ISOO pS 1) STRUCTOR W_ r.P.
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GLOBAL PROTECTION ATE QE4 U.C. PRODUCTS, LIX. - 11all, - To Z I I L E C 0,.. "BAL PROTECr" PRODUM 11LIECO GLOBAL P*OTECMM PROMM' LLC' IILIECO.NC. S. 6, STIM IL FOR NEW *000 F&AME CONSTRUCTION: WOOD MEMBERS BE SOUTHERN me S. 51 snw NM S.P 51 31TRUT
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INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL in
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RETE. CONCREM BLOCK & WOOD (t) _3* TIMX_ __ ANCHORS (SEE SCHEDULE ON -_ --- - - - -_ -_ - ____ _3' wx_
- 1 1* ANN. I - SHEETS 91 to &I 0 --I* I 1, MIL
SIMIGLE PANELS C11 111MIUMMM AT EACH 6 1 - 0 - -T - . I . 0 6 I -_
END WITH TRACKS _ _ OR D.W(g� (�) I I - - F_ -1 - 7 -r- -I- T ' ' � - r -7 - -T - - -r -7 - 7 -r- -I - i .
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MAXIMUM AS,O.
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(SEE SECTIONS AS - f,S- U.S. BOLT W/ tj 0 Ek 06TRLAP
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(1) L*: MAXIMUM ALLOWABLE PANEL LOOM FOR A P" POSFtIVE ASA DESIGN LOAD
L MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A3.0. DESION I=.
It) PROCEDURE TO DETERMINE MAXIMUM PANEL LEMUft
GIVEN A POSITIVE AISD. OESUCM LOW, DETERMINE MAXIMUM PANEL UDWIM 'W FROM SCHIEDULL
GAIN A NEGATIVE ASO. DESIGN LOAD, DETERMINE 10JOISUM RAIL, LOWIN 'L-* FROM SCHEDULE
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INETIMEEN 1L+1 Me 1L_*
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r ws;nAujTXM *fro WOOD AM UNITED 10 I 95 o.sl "X A.SAO. DESIGN PRESSURE RATING
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..0 _04
TIM,
WTN THIE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #1�10 PANELMATE FIEMALF ID AND PAMELMATE PLUS JWC40111i, AS MANUFACTURED In ELCO CONSTRUCTION PRODUCTS.
VELOCITY WNUCAME ZONES (ARAMI-DADE / 51WRAIRD COLWMS). - LAC SCREWS PUT NOS
;/4'0
DESIGN WIND LOADS SHALL BE DMWOAM AS PER SECTION We OF THE AOOYE MENTIONED CODE FOR A BASIC WIND - /16*0 . 5/8' WOOD BUSWNG. AS DISTRIBUTED BY ALL POW SCREW. BOLT IS SKCLALtf CO,
SPEED AS REQUIRED BY THE ANIISDWIDN WHERE STORM PANEL WILL BE INSFALi.m. AM FOR A DOWCnw.m FACTOR
KO-0 M USING ASCE I- 15 AND SMALL NO EXCEED THE MOM" (04,S�Q) DESIGN PRESSURE RATINGS INDICATED ON SHEE-S C 1) MINIMUM TWEADED PENETRATION INTO WOOD OF TAKON AN04M SMALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
. 9 THRU 12 At 17, I$ AND PANELMALE FEMALE IQ
*4 ORDER TO YETRY THE ABOVE CONDITION. ULTWATE DESIGN WIND LOADS DETERMINED, PER ASCE 7-18 SMA" BE FIRST
REDUCED TO A.SM. DESIGN PRESSURE RATING BY MULTIPLYING THEM ITT 06 04 OROEIR TO COMPARE THESE W/ MAX (A�SOJ C2) MINIMUM THREADED PENETRATION OF LAC SCREW. WrO THE WOW MAW UNIT SHALL BE 1 1/2' NO THREADED
DEW I 2 8, 17, 15 -NETRAITION INTO STUCCO SMALL BE CONSIDERED AS PART Of THE REWIRED THREADED PENETRATION
IN ORI" TO VERIFY TWAT ANCHORS ON J"M P LD AS JIM WERE KW OVER STIFICSSED, A 333t INCREASIE IN AtJOWASUE
StRESS FOR IMIMP LOAM *4 M USED IN THEIR ANALYSIS. FASTENERS SPACING TO *000 HAS BEEN DETERMINED IN C�3) URCHIN EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL RE AS INDICATED IN THIS DRAWING
ACCORDANCE VOTH M4.S. 2016.
STORM PANEL , S ADEQUACY FOR IMPACT AM WIND RESISTANCE HAS KEN VERTYIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MINIMUM PENETRATION OF *000 BUSHING SMALL BE 5/5- 1/4- 9-20 SCREWS USED SHAI BE 1 1/2' LONG Moomum
THE ABOVE MENTIONED CODE AS PER ANICKAM TEST LAS OF SOIJIM FLORIDA REPORTS PUE1401--ol AND J021202-09, AS SHOULD STUCCO EXW. AND I' MINIMUM FOR WALLS WITH NO STUCCO
PER SSID 12-09 AT ASIM C 3X-02 STANDARDS, AND AMERICAN a-SIM LAO SOUTH FLORIDA REPORT 0112301-10 AS PER
TAS-201 AND TAS-20 PROTOCOLS. AM AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 Or THE C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON 74E EMSnmo
FLORIDA BUILDING CODE WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS
ANCHORAGE SHALL BE AS VEMIONED IN C 1). C 2) At CA)
2 ALL ALUMINUM EXTRUSIONS TO SE SW-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SfE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEVFXATIONS OF THE ANCHOR'S MANUFACTURER.
3 ALL ALUMAMUM SHEET METAL USED AT CLOSURFS SHALL HAVE 3105-HI4 ALLOY a PAKLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSTALLATIQN DETAILS SHOWN ON VCTION I THROUGH 6 (SHEETS 4
4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OMM STEEL ASTV A-653 GRADE 60 WM1AUM. G-00 CI&LVANIZED THROUGH 5) EXCM THAT HEAOCRS Q IS 0 SMALL HOT BE USED.
STEEL OESIGNAI" W/FY- 922 k. (AFTER ROLLED) 9 ft 94ALL BE THE RESPONISHIMUN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO 91
S ATTACHED TO INSU SMALL ONLY TO ONC 0Cx OR
ALL SCREWS TO BE StAINLESS ML 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER CUI BUILDINGS
500;S W/ ISO kvi YIELD STRO40H AND 90 kim TENSILE STRENGTH AND SMALL COMPLY III/ FLORIDA BUILDING CODE SECTION
241 ., 3.4 10 EACH REGULAR STORM PANEI WMI LENGTHS OVER W AS PER SECTIONS 1, 2. 4. 5. 6 Mo ALTERNATIVES IW, 3W At 4w ON
SHEETS 4, S. 6 & 7 RESPECTIVELY; SMALL KAYE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
6 DOLTS TO BE ASTU A-307 GALVANIZED VUL OR ANSI 304 SERIES r,AftESS STEEL WITH 36 AV MINIMUM YIELD STRENGTH SECURE PANELS WITH APKICABLE REINFORCEMENT DURM PERIODS OF HURRICANE WARNING
7 AM34M TO WALL SMALL BE AS FOLLOWS 11. tK INSTALLATION CONTRACTOR IS f0 SEAL/ClAU ALL SHUTTER COMPOWNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WFIN
THE BUILDING M PREVENT WINQ/RAIN WTRUSIDN
(A)
- I /4 . 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC (Mi,` P-SI92 p,..,) 12 STORM PANEL INSTAILLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING NO ZONM REGULATIONS
- 1/4- 0 I, 7/a* CALK -IN ANCHORS. AS MANUFACTURED BY DEVIAO INC PROVIDED BIT THE JURISDICTION WHERE PERMIT IS APPUED TO
- 1/4-0 � 3/ 0 HORS� AS UKTRIBUTED BY ALI POINT SCFIPW� BOLT & SPECIALTY CO
I. I.- 4' SOL 13 (a) THIS PRODUCT EV&UA E INFORMATION
P.S.JI'SET AMC MOM DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 GENERIC AMC DOES HOT PROVE)
- 114-10 PANEUMATE MIALE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO COWRUCTIOM PRODUCTS. FOR A SITE SPECIFIC PROJECT. I.9 WHERE THE Sin CONDITIONS DEVIATE FROM THE P�EO
-1:/4*0 ZAMAC MAUN ANC"OK AS MANUFACTURED ETV DEVML74 INC. (b) CONTRACTUIR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDINIG LIFE SAFM OF THIS PRODUCT
A MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CGICAETE SMALL BE 1 3/4-, 2- FOP ELCO PAMELMAtE AND BASED ON TM6 PA.D PROVIDED HIE/SHE DOES N07 DEVIATE FROM THE CONW04S DETAILED ON TVS DDCUAAENT
CONSrRUCTIDN SAFETY AT SITE IS THE CONITRACTOR'S RESPONSIBILITY
1 3/4' FOR ZAMAC NOWLIN ANCHORS
(,) THIS MOUCT EVALUATION OCCUMEW WILL BE CONSIDERED INIALID IF LIODFIED
&2) CALK -IN & SOUD-Wl ANCHORS SMALL 13E EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO
STUCC SHAAJ_ BE PERMITTED. 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST (4) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A rLDROA REGISIMED ENGINEER OR ARCHRECT WHICH WILL BECOME THE
AND I? WRIMUM FOR WALLS WITH No STUCCO, A14D WAY BE HEADED SCIOn OR ALL THREADED SCREWS W/O HEAD. ENGONEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
BUT WITH w4w Tells PROPER USE OF THE PE,D ENGINEIR OF RECORD. ACTING AS A oELE"n'D ENGINEER TO THE
P.E.D ENGINEER. %W� SUBMIT TO rI*S LATTER T)NE SITE SPECIFIC DRAWINGS FOR REVIEW
") IN CASE THAT PRECAST STONE. PWCAST OOKREIE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE POUND ON THE
EXISTING WALL OR FLOOR. ANCHORS S94L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OEM" SUCH PANELS IF) THIS P.E.0 SMALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
WHORAGE SMALL BE AS MENTIONED IN ALI) AND IN A.2), ENGINEER OF RECORD THAT PREPARED IT
(B) TQJ2&uhg-cgbcRMALM-Ab.l.-As3c-Q.-m 14. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCKIED ON A READILY VISIBLE LOCATION AT STORM
PANEL SHUTTER DANCE WITH SECTION 1709.2.2 Of FLORIDA BUILDIMG CODE ONE LABEL
- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I T W BUILDEX� INC. SMALL BE PLACEI'DN F'0CRC0r'KW OPENING LAINEUNG TO COMPLY WITH SECTION 1709 9.3 OF ?HE
- 1/4' a - 714' CALk-th ANCHORS. AS MANUFACTURED Erf DFWALT, INC FLORIDA BUILDING CODE,
- 1/4'0 X 3/4' SOLID -SET ANCHORS. AS OWRIBUITED BY ALL POINT SCREW. SOLT & SPECIALTY CO
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- I 1 4: 1 a PANUMAITE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED IFY ELCO CONSTT"TION HIM
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- ,/4 40 ZAMAC NAIUN ANCHORS. AS MANUFACIURED BY DCWALI. INC A ...
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SA) MINkRIM 84MDMENT OF TAPCON ANCHORS. EXCO PANELMATES AND ZAMAC MALIN AKHOR, IWO THE ,,�u . FLORIDA BUILDING CODE (WIT High Velocity Hur can* Zone)
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BLOCK UNIT SmAu BE I 1/4, : .
: �4�644 7 ' WWWO HLRCO. - 1p.
191) CALX-IN Or SOUD-SET ANCHORS SHALL K EMBEDOED 7/6' INTO TNE CONCRETE BLOCK UNIT. NO 1. 24 GAGE ULVARM STEEL SIM PASTE. OAMIN ln�
-
STUCCO SMALL BE PERMITTED. 1/4- v-20 SCREWS USED SKA" BE 1 1/2- L04G MINIMUM SkOULD EXIST. * - L - .-, __
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AND I* MINIMUM FOR WALLS WITH 40 STUCCO. ':$-. ", _ GLOBAL PROTECTION PRODUCTS. LLC.
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B.3) 1% CASE THAT PRECAST STONE. OR PRIECAST CADNCRM PANELS. STUCCO OR W0000 BOARDS BE FOU .-'�O I ` -..------.- O"K` " ""MAXIST11 20-175
TO REACH ... "
EXISTING WALL. ANCHORS SMALL BE LOW ENOUGH THE MAIN STRUCTURE BEHIND SUCH I � owi�� IME
ANCHORAGE SMALAL BE AS MENTIONED IN 8.1) AND IN R2) � ; I i7l � - owt .-,%.:. .4 -
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INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ 7 INTO WOOD STRUCTURE --- ' , � -7-7-- . .--I- ------- � I __ ____ __ - __ I INSTALLATION DETAILS FOR REGULAR PANEL 61) INTO WOOD
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CONCRETE ANCHORS EX]FrOIG POURED 1 I , I - (1) 4196:1�-wv '* I ,i
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TO CLASS I ON SHEET 3) 1 ON SHEET 3 .
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. ALL DESIGN AND PAWL I , I (SEE SCHEDULE ON . - I -- . -----------. ZIXG' WOOD 2',4' 1 1 L-
Mum (ALT. CONDITION) L I =FOLWD CONCRETE m I * SPACERS 0 =" D.C. VALID FOR , c T ; k �,__ - - - I- I STAGGERED W/ Tracom So, MAY BE I 11r LOW it, I . - --- I
- LENGTHS PER SHEET 3. 1. : ! SHEET w ____ - - �� - - - ___ - __.. DECK REGUIRED PLAn- "I __ �T
. ------- I I
-
CONCRETE ANCHORS RIECUIRIED RM BLOCK on CONCRETE BLOCK Rr% 1 ��4) RED, � - 1 , 7000 AMCHM
__ I ALVMINUM SPACERS 0 2"X4* WOOD ' * . *mm. MAX MAX MOOF NOW " 0 A PU"MCM FROM AW ANCHORS �_ -_ . . I— LL _: ., SEE SCHMUEE ON
- (SEE SCWCXJUE - 3/4' _ j
" DUSTING POURED CONC . - I 11) 11) ONMLLOM 5 LMO 10 A off IBM VJLDR= SIM I _O` � � _ _ , RECUT WOOD � I SHUT it) m a-
14 �, 1; Vm LONG � OuLnNc ~ cLqwbmv famAim ON slary 11) WOOD
'i REQUIRED PLATE REOUIRff ':' ;� TWO ON I
_� - - - iTAGGERED W STUD 1* WE SEPARATION TO CLASS MINDIOND I � �. _::::::_
�
10 11��11111 ,* - I � . GU ANCHORS :W OHM WES I 1) _Z=Z -------- !
(SEE SCHEDULE ON - - ED - -- 1 1/2 - 0 C. (SEC TABU ft ON I 1 2'.4' WOOD :
SHEETS I THROUGH ) SwErrs 9 a 10.) � T/ up SHEET a 10 IWD��ic I/;wS �, - PLATE REQUIRED � ,
. (SEE SCHEDULE ON I" AS IME - __ - - - PO& bw RAZM WAMW a 6 1pe = - ___
TeeffMP
L . 'am _I BE rea: DIANC. MADE FEMALE 0 ON
. I SHUT I 1) OWAUED wm 11 MO 0 A MPNOW FROM 12 t/2' O,C, SPACING ALLOWED 00 - 2' M11- - - _1 -_ _ __ _ � -
CEIIJNG MOUN71NG BUILD-JILIT MOUNTING WALL MOUNTING 1011 W/SPACEemni OR a . I I (1) MINIMUM Asc 03M Tow III. � � 0 (D
- - MM 8 +10. -0 pe�l ("'AL .. "W"'A"'L ..III 0 I.- W` aft ape" 0 C10
SECTICIN 5 - - - A (2) me 4 A Implac"am "lam LAS" mn wkno"m ALM= Ck
lban R%m VANAMEW BMW IMME, LOOM 6 sommuL OW 'q.
SCALE 3/8-i' SCALE 3/8-1- SCALE 3/0-1- w WALL MOUNMG 6 pl%CT MOUNT CEILING AND FLOOR MOUNMNG BUIbrT MOUNTING " Cu
WALL MOUNTING (3) STORM PANEL OOMUMM 0 OILY ALTERNATIVE 2W (All 1/2 ' UM SANCIEW COkWOM PA SMALL WE 4 BOOM ON ALTERNATME AW Aw
INS) a [AMONG no FIMMF WALL SCALE 3/8-1* ONSET L mUAMA"m or I i/r LONG wwam SA We ONLY ALTERKATNE
ALTERNATIVE 1W IMUO FOR MIND DOM 1. 2 AM 3 AS MMM MY MOM SCALE 3/1-1" Otoo* SCALE 3/8-1* 00
C-10611 sviiow I "
SCALE 3/8- I. (4) NGXVAAtov WAA CWT MR WIND ESAINST, am AM THE 2223 I'm cormDeq or THE RDW
nm 1.2a3peltAlms: *
'001111"Ift , 4 MNNI-QL ...............
#' - 1k:, i � � ... EN lj� .-. uj
,
....... .. .... 4? z . - m
E *`-, 1107m, . NOTE!S, Ir : NO. 44167 .*
104,e,�-�,!-�.�- FLORIDA BUILDING CODE (Man High .. ..
� - votmity muu .* FLORIDA BUILDING CODE ("an High Velocity, Hur cans, Zone) a i FLORIDA BUILDING CODE (IN y Hu cam Zone)
Icons Zone) I NOTE FOR COMBINATION QL_7.QjQN5: 1. INSTALLATION ARE ONLY VAUD FOR MAX. KS.D 2 * �: on 41gh Voloc"ft Hu m
f .' 0.44167 '. S � ILMM IMc F.F. 1 . INSTALLATION ARE ONLY VALID FOR MO. ALSO, : 1. cow ILUM m F-F TOP & BOTTOM MOUNTINGS, CAN BE -' - * s Itm "I - 'IF. <
= 24 UK GALVANIZED STEEL STOIIM PAKL NOTE FOR COMBMMN OF SECTION : 1* No. 4 7 -. I 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p,ILf) AND PANEL LENGTHS . 24 GAGE &ALVAH= STEEL STORM PANEL
I OWN,, IN, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I : - Iffivem, W. 11. STATE OF IMAIN BY
'*! -*1 � -. lio ,,----.
NOTE QQWSU&DM OF SECTIONS; - * '. * . Or/"/=" TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR B ; * COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - 4t z
. I OISTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I
. I W/p/l= % -
---, "I GLOBAL 11LIEC0.11c. GLOBAL PROTECTION Cau MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC I_ ____ IL ECOowc.� GLOBAL PROXCT" ME.
E.D. - EDGE INSTAINICIE I -!�% 57ATE 01� - ILIECOissc- PROHCTM PRODUCTS, LLC. - o�. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 11% 1� PRODUCM. LLC. - I ..... - PRODUCTS. LW. 47/p/1"S
(SEE SCHEDULE ON TOP 4c BOTTOM MOUNTINGS CAN BE . - - - C_ � 4= ". ITT CINDY` INSTALLATION. -% v - , ___ At Y�`
, , - - oc� __�_
COME, FL 3914 .'r, 7 - - .0 .9me Mum, SO. 5 N"Ut AL ..". - TRAIT Ts Am &W. 51 SWEET
'CO." ,40## pj�
SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY � __ _1&F;F1._=FA_rx.j � INOIC� ")"9-7&A PUT OU)II"797 20-175 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD % e e,t, I- XNA-Me,. ..� CASE. M 333 DENSITY OF 0.55 OR EOUAL ... F. ___
PHaAL CSHt 20-175 HIM, 11 AM=
m 'k CAN, = COAL rL ill"'t 20-175 z
- aft- )ws7"JL FAX: (1m)"e-ov - - - . ms-7"e, FAIL OMM),ee-sm
INSTALLATION. _ � - MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N, ;N� ir ", I � - - OPAW4 ft It DIAMN 0M,
I � 64 - ,:o - 1=3152�_ - I � - � ft. � �. - pio In', 0 1-07, ( --- ! <
I
INNISImaws,/SamuUmAm C%OOO" �11 A. Me I I DENSITY OF 0.55 OR EDUAL. CA- ,11, 2i'i - 0 - C��is I il - 6m . i
! ___ " . ! I . -Itt$""Woc)k--Lt-lg SA,711311 11"B" �. fIJIL - i- -.1. P� U.4temewuntlotat MALT" & "LUT .. ,,,
""1`4 t *=11! .44) 1V I . . I I I I " _j
I r, I , I - - I I - t I FLOW i - , - ,.j
I I I I I CL
SHEET NO.
SH 1.3
I - Y 1� I if I
QArLI T 4K L-L 11711AIIIJ QIVKM
II-APILL ILIJ QILQ]r_WQ
OR
r�' WON FRAME
a rdaum
�Rl Icf)
"MmAn 4- 1
2 1/2-
REQLAWD
I
AN
rZ%j OR($
0 izf,�f7
min,
VARIES
a. 1
57 64A, w< L 4w
ALUN. ACUF OR
coV is.
r x e ..12W
3, �"14 OR
7
6043-76 ALLOY
2 w.
2w-
0
T/4-
- - - - - - - - - - - -
M_ CAP
Ile 0 110Q -4, . e . .0w
0 Ir ac 3105-W. OR III)IJi-1111 AULMY
C-1. A%- ~
C SE A
(PLAN)
CASE B (FLAW
CASE C (PLAN)
SCALE 1/4-.1-
SCALE 1/4--1-
SCALE 1/4'.1-
(ww'.jZ.. A
avvw = g
OpEweas
CONCRETE. CONCRETE
OR 2%C WOW FRAME
x - 0.0 DISTANCE
CASE E (PLW
SCALE 1/4--l-
2'. r. 403* 3105 Hl" an
&DO-10 ALLOY COW A A.I.
ALUM
ANOLE WITH I/e. 1 3='
TAPOON OrIZ' Gx_
N.Lf Awn
wj A
P&UM CONCRETE. CONCRETE
BUICK OF 2"* 10000 FRJAW
REQUIRED
CASE D (PLAN)
SCALE 1/4'-1"
SOUD-SET OR CALK-04
O.00 PAMOLMM
a=' on
OR W."ID&Z
Poum Cow 00 2%4' Now SM OF OPEWAC ON
CONCRETE SLOCK VARCS Few REMXKD AS App-r-AMILE
2*.* 000D Fit" W.
RIAURM
Cl
3/4' Ula
P-VAUM. 10
OR(t
VAA. (41" CUT cc "MIJ
---- -------
11 �X"00.0 0.0-HH"01, CASE G (PLAN)
SCALE 1/4--l-
V&1O FOR DIRECT MOLINT INSTALLATION ONLY
CERTIFIED PANEL MISTALLATION AT WALLS W/
-ACE LEVEL VARIATIMS WITHIN 3/4-
t Ain AdIIA7 SURF
CASE F (PLM
SCALE 1/4--l-
MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO WOOD STRUCTURES
(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATItUIES 1W THRU 4W. ON SHEETS 5 & 7)
VAX. A-S.0
DESIGN
PRESSURE
RATING
(P.J.)
WAICUM ANCHORS SPACING FOR r-D - AS SHOWN ON SHECrS 6 & 7
APPLICABLE
To
-,--
G�
OF THEN
LEmm
"V
TAPCON
LAO SCREW
PAMELVATE
FDOLE 0
PANELVATE
PLUS
WOOD ft�
13,
13"
W
is.
to M
13'
Ir
13'
_13*
13,
13,
1* GOTTOM)
6 1/2-
0 1/2-
6 1/2-
6 "1.
6 1/2'
(10p)
-
-
a 1/4-
12 1/2'
a I/C
(Borr *)
51-W
a.
a'
oft
LESS
v.
so (--)
Ir
-Is'-
13"
(TOP)
1445, -45
OR
LESS
13"
Is-
Is-
Is-
13' -
0301'row)
13*
13,
13,
13,
8 1/2'
(1-)
13'
13"
13'
a.
-6
wriom)
1/2'
6 1/2-
6 1/2-
-1/2-
72-
(w)
-
-
4.
12 1/2'
6 Ile
(Wrr
W-O"
4 1/2*
e
5 1/2"
6 1/2-
(TOPI.
14-4-
4 1/2'
1/2'
MoTmil)
10 1/2'
0 1/2-
12'
it-
e
-
1. (TOP)
13,
13,
/2*
4w marlaw)
F-SH7TABLE #1 FOR VAX. ALS.D. DESIGN LOADS & MAX PANEL LIENGTHIS WHEN SPACER " IS
I USED CORRESPONDING ONLY TO ALTElfta 211f ON SHEET 6 1
kIAX. AZZ.
DESIGN
PRESSURE
RATING
(PA-0
MAXIMUM ANICHONS SPACING FOR EZ - AS SHOWN ON SHEETS 6 111 7
APPU�I
A1.11041"Alm
OF THEY
LENGTH
TAPCON
LAG SCREW
PANIELMAIE
FEMALE 10
PARELA46TE
PLUS
WOOD BUSHING
Ir
Ir
13,
is"
iw ?;;i-
Ir
13'
13,
is'
8'
Iw (BOTTOM)
a 1/2-
It 112-
6 1/2,
1/2-
6 1/2-
(TOP)
-
-
6 Ile
12 1/2-
6 1/4,
2W (Wrr.*)
51-W
-
7'
-
7 1/7*
8.
3w (w]
OR
LESS
7 1/2-
Or
a.
-
311f (BOTTOM)
13'
13*
13"
13'
Me NP)
+45. -45
to 7,3
+75.
13,
lj�
-Is.
13"
lar
Ir
or (BOTTOM)
- -
13
13-
13"
Ir
to'
1w =(W
Ir
13*
13'
ir
8 Ile
III, (BOTTOM)
0 1/2-
6 1/2'
a 1/2-
6 112'
6 1 2'
(w)
-
-
6 Ile
12 112'
5 1
5,
7 1/2
7 1/2
(TOP)
TO
5*
5 1/
-
3W (BUTTOW)
11
12
5 112-
w (TOP)
1
13*
to*
4w Wrom)
SEE TABU #I FOR MAX, A.S.D. DESIGA LOADS & MAX. PANM LOC!"HIS WHEN VACER 0 IS
USED, CORRESPONDING ONLY TO ALTIERNATIE 2W ON 94EET 6 1
A.S.O. DIESM LOW
MkXWAJM PANM
LEMM
40 PSF OR LESS
W-a"
> 40 PSF TO 50 PSF
6'-2-
FPSF TO 60 PSF
5o
5,-10,
_L�J
A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE aMALE ID OR PANEL MATE PLUS
ANCHORS & W/ " �f$W
t�m4Z_ 1/2- D.C.
INSTAUATION DETAILS FOR UEE SAFETY PANELM
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-0 TAPCT_ " WIN7ED
ANCHOR 0 9 O.C, A`..- tic. CONCRETE BLOCK
REOURRED.
Ile
a
LO.
EXISTING
w
A,
PAW1 LENGTH
(SEE ELEVATION
ON SHEET 12)
GLASS.
-zl
austam; POURD, LD.
CONCRETE OR
BLOCK
REQUeIED
vIr ac
PANEUMIIT�-
"110
. it G,
SEE 94M 15 It 19 FOR ANCHORS IYK At VACM FOR
16TAUJJCMS WO WOOD ~ @L%A&'GL
%NNVjA AMCHQR SPOZOM AND WMARM COE DISTANCE
ARE 11W.Ans) ON INS SDIIDULL FOR Lo UMIS THAN
MUM 04 DOODLU RMIX AN*W SPACM BY
AAAMLYNC SPACING 3411" ON SCHEDULE r THE
FOUDIM4 FACTORS. FOR INS OPIDIATION TO BE POSULL
REDUCED SPACING 011VAMED UNMO FACTOR SOVIA. WOT BE
LM THAN MOMMUNI VACRA AAWATCD MR EMN MOM
Im ON roe SCHEDULE
Dow
PUB
mummum. Memo WNW 00
3
3
�..00r 1= D)
3
3
31/2
-S.4 w
Ammimm"Naw
Nam
I vr
DA,
FLORIDA BUILDING
i I' mi.,
R-SEPARATIO0
I TO GLASS.
1,
MAX.
G* PANEL LENCT"
(SEE VILEVATION
ON SHEET 12)
_T,
J)
EXISTING
CONCRETE
CONCRETE
_j
"1",
0 UffiNk&L
WALL MOU
SCALE 3/a-i-
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
FOR REGULAR STOR PANEL (1) INSTALLATIQNS INM CONCREU & CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
MAX. A.S.D,
DEMON
PRESSURE
RATING
MUIMUM ANCHORS SPACING FOR MIN E.G. PER SCHEDLU INELOW to
APPLICABLE
TO SECTIONS
PANEL
UDIGI"
v
In')
AQW. A.S.0
DESGN
P�Mcmssm
RATING
(P.1)
MAN" ANCHORS SPACING FOR Met E.A. PER SCHEXKU BELOW OF
M
I
1APODN
SOILO-SET
PAMELMATE I
FEMALE 0
PAMELAIAME
PLUS
.
ZAMIC-04AILIN
- ,
-IN
Sow-Mv
FVAALE ID
ZAMAC-NUM
CALK-01
�
K`
3k
-w
3k
To
To
3k_
Como=
_`Q
3k
To
commm
m
=-
OF THEM
-
comwm
to
COZEN,
-
10
-=-='
10
To
_w
3k-3k
10
To
OF TWO
.45, -45
OR
LESS
Ir
13'
Ir
13*
Ir
13'
13'
13,
13,
is,
1 F
, ,
W-V
on
LESS
45, "D
TO
.63. -0
Ir
"
'r
13*
13,
Ir
Ir
13*
'r
Ir
Ir
it t/2'
1 CrOP)
OR
LESS
r1r
13,
is.
Ir
Is-
is*
13'
13'
13,
Ir
13,
13,
1 (Borrow)
13*
Ir
13,
13*
Ir
13*
Ir
13'
13*
Ir
13'
It 1/2'
1 (90rTOM)
13*
13'
Ir
is,
13'
'r
is"
13,
Ir
13",
13*
Crop)
13*
13'
13'
13'
13'
is'
Ir
is'
Ir
Ir
13'
it t/2'
2 (TOP)
37
1 s.
13,
Ir
Ir
Ir
13,
is,
Ir
3*
ir-
is*
1Y
2 (Borrow)
13'
13,
13,
13"
'r
Is.
Ir
".
is-
Ir
is-
11 IIV
2 (BOTTOM)
I
Ir
ir
Ir
13'
Ir
Ir
Ir
ir
Ir
Ir
13'
3 (TOP)
is'
13,
13'
13'
Ir
Is.
13'
13,
Ir
13'
13*
It 1/2'
3 (TOP)
12 1/2112
1/216
I/e
6 1/4-12
1/2-12
1/2'
0 1/4'
6 1/4'
J (BOTTOM)
12 1/2-12
1/2-
5 Ile
5 Ile
12 1/2-12
1/2-
-
-
6 Ile
6 Ile
3 (SOTW
3*
Ir
Ir
1.
a,
ir
7 1/2'
j-� �)
It'
5 1/2'1
a"
w
W
16 1/2'
S*
7 1/2'1
6'
r
6.
5*
4 (top)
Ir
=
B.
-
4 (BOTTOM)
_�3-
4 (BOTTOV)
13'
-Is'-
_13-
13
1Y
IS-
Ir
Is-
13
tr
5 CTOPI
Ir
Is-
Is-
Ir
13,
Ir
ir
13'
13'
Ir
It 1/2'
3 (TOP)
is*
13,
Ir
Ir
ur
Is-
13'
Ir
13,
Is.
is*
5 (Borrow)
Is'
13'
Ir
Ir
ir
is*
Ir
13'
Ir
13*_
_ Ir
it 1/2'
5 (WrTOM)
-is
ir
13*
is-
13
ir
Is-
13*
13'
13'
13'
6 (TOP)
13,
Ir
13'
Ir
3�
3T
Is-
13'�
1r
Ir
11 1;�P
OP
FCTOP)
MI)
i Ile
i I/W'S
Ij4F
i 1/4"
G Ile
IS Ile
G Wr7;;)l
6 Ile
6 1/4'
6 1/4'
6 w
I -
15 Ile
6 Ile
I r
5.
1 r
10 1/2,
1 r
Ir
is'
-
7 1/2
5 1/2
13'
4 Ilr
I (TOP)
To
14 '-4.
13*
1 r
13'
is"
a 1/2*
Ir
B 1/2'
9 112'
A 1/2'1
Ir
5 1
1
To
9-6
Ir
'r
13,
13'
13*
9 1/2
Ir
9 1/2
10 1/2
7 1/2
is-
r
I (BOTTOM)
Ir
7 Ilr
13*
Is*
Ir
10,
13"
to*
it'
a'
13'
6 1 /2*
1 (DOTTOW
I r
Is-
.1 - 0 __ I/ - 2.
is,
r
Ir
7'
7 1/2
5 112
13'
4 1/2'
2 (TDP)
13*
6,
1 r
Ir
Ir
a 112`1
IY
19 1/2'
9 1/2'
G 1/2'
13'
5 1/2.
2 (TOP)
13'
13'
13'
Ir
/2
!r
9 !/
10 1/2
7 7/2
r
6
2 (BOTTOM)
13*
7 Ilr
Ir
3'
13'
1W
1 13'
ior
11m
13*
6 Ilr
2 (BOTTOM)
is*
1.
13'
13'
Ir
: :/2
Y_
/2
10 1/2
7 112
'3'
FI/2'
I'_ -
a 1/2
3 Cw)
is'
7 1/2'
13*
is,
13,
10'
1 Ir
10"
it-
I a-
Is-
6 1/2-
3 (TOP)
-
-
12 1/2-12
1/2'
0 I/e
6 Ile
12 1/2'
6 Ile
-
-
6 Ile
A 1/4-
3 (BOTTOM)
12 V2"12
V2.
6 Ile
6 Ile
12 i/r
12 1/2'
5 I/f
a Ile
3 (BOTTOM)
7.
r
8'
5 1/2'
7*
J 1/2"
r
e
4 1/2-
3-
5 1/2-
s_
r
4 (TEP)
f*
r
4'
8'
4"
4 t/2'
3 1/2'
6 1/2'
3'
4 ftOP)
-0.
-
15 1/2"
7 1/2-
4 (Do TTOIJ)
L13'
0.
-
8*
-
a Ilr
-
7 Ilr
I -
4 (010`11101d)
13*
1'
1 r
13'
13*
6 112'
ur
2'�!
'2
13*
a 1/7'
13,
13'
'r
IV
15"
IV
I'
w
Ir
12-
5 IMP)
13"
7-
Ir
13'
13,
9 1/2'
13,
:/7 ;
0 7,1;
'r
a 1/2-1
Ir
I Ir
2r
10,
Is'-
1
Ir
to 1
151
Is-
1 Ir
13'
6 1/2-
Is-
r
11 IIV[15
I'l.
8'13/4
�7
/4
IS 1/4 -18
Ile
6 1/4
0 Ile
16 1/4'16
1/4'16
(son
Sa SW It FDA AMCNM T"q At SPACM FOR WIFIALLAT06 000 10010 nVAR B"kVL
~0 ANOM WAMM 40 MINIMUM EDGE USTANCE ARE 0=470 ON ?W5 SCHEDULL " ED
LM TI,MN 44=10 Go SCNOXKE REDUCE AMMHOR SPAUNG IN 1AXIOLVING SPACM SHOW ON
SCIMAI IMP THE FOLLMM FACTORS. FOR INS MMATION 70 IN PM� RODUCID SWOO
OBTAINED USING rA" SHULL M IN LEAD THAN AMNIMUM SPACM NOCATED FOR EA04 ANCNQA TYK
Ow Tim S�
ANCHOR TAME
UPON
WA-W
JIMMUE a
pl,
mommum MCHOR vm:m (k.)
3
3
3
2
1 'Ir
11/7
MINIMUM=
3
3 TIr
3*
3
3 'Ir
1
INTIANDE
3
3 T/r
j 11r
31,2
3 FIr
4
ACIUAL WINE mma (m)
FACT"
Ir
3 -
SPACINGS ONLY VAM WHM SPAM(D:XE� SIE #1 FOR MAX. XS.D.
DESIGN LOADS & VAX. P94M LD*Td IS USED.
IML& a
A= DOM Law
MR)OMIUM PANM
Lmm
40 PSF OR LESS
W-6,
> 40 PSIF TO 50 PSF
1'-2-
5. PSF TO 60 PSF
5'-10*
A MAX. PA14EL LENGTHS ARE ONIZ VAUD FOR INSTALLATIONS
W/ SMID SET ANCHORS & W/ Q9 SPACER AT 12 1/2- D.C.
AMEHM (SEE SECTCHS a ALTEmmAnUm ON SHEETS 13, 14. is *16)---
3- MAX R-IA/13. R-W13, R-U/14, R-29/13. R-311/14.
.-I 41t� +R-lAw/15, P-2AW/15, a-uw/le. r 10 R-law/m mw/15, it-ww116.
01
0 0 0 0 0
7 ------------ F
I" muc
L/2
1 .0-20XI. S.& BOLTS WO
CUSE FOR PANEL LENGTH Mo.
OVER V-61) PANEL LENGTH
0 +40.0. -0.0 pf.
REGUIAR STORM PANEL REGULAR STORM PANEL
OVERLAP MID PANII LENGTH SOLT)
0 +50.0. -34.0 P.J
LIFE SAFM FORM PANEL
71 (wm o- " PANEL LENGTH DOLI;
A
USE 2*-4' Met. PANEL LU40TH
1/4 AT ALL MOL'Aff"m
S'S
AT Eln.10 I
T L/2
1211 - wdf1___
CHES A
TION 0 UFE SAFETY-
�"U
D.M PANEL BOTTOM CORNERS 0
-Cwmw-- -Omwp-
or WIND ow AT EXTERIOR WIND NUT AT
s- G LEFT PANEL RIGHT PANEL s: ukr INSTALLATIONS ONLY VALID FOR WIND
R-IA/13, R-2A/13. R-3A/14. R_19/13. R29/M R-30/14. SPEED UP TO 170 P.h.
R-IAW/15. 9-2AW/15, R-3AW/16. R-IOW/15. R-ZBW/IS, R-30W/16.
ANCHORS (SEE SECTIONS & AIJERNATPAS ON SHEETS Is, 14, 15 J06)
Ile MAX. GAP
LIFE SAFETY STORM PANEL (j) ELEVATION (t)
REGULAR 2.647' SCALE I/e-I* REGULAR
STORM PANEL (MIN OVERLAP -1 WHOLE VALLEY) 0 STORM PANEL
--- - ------ - ---- - -------- ------ -- --- - ---------------
Ile Ir IF
GAP
_/ -- ---------------------
LIFE SAFfrY PANIEL FLORIDA BUILDING CODE (Mon High Velocity Nu arm
EXTERIOR 24 GAGE GALVANIM STEEL STORM PANEL Do
Uri
NA"
IWECO�,., GLOMPROTECtIONPRODUCTS.11C
SECTION A -A /�T
_C�� =wr_11
SCALE 1/4'-1" XT. IMIAL rL 313311W)MR-Kno
- ftoc M)o�7"61 PiC 20
INSTALLATION
Tj�
DETAILS
INTO
FOR LIFE SAFETY PANEL I
WOOD STRUCTURES
7-
I WOOD HEADER
�7
oc,
a.c.
4-
Ym= O.c
Topcok
OR 0 9- D.C.
-4)
02
-4)
1/2
Aj
/2
1/4'
2.
mAx.
2-
IMUL
MA)L_
2-
r
min,
J,
M_
4LJ �_;d
�D
46
L
It
Fit m
LZM01K GOP 7_41 aw�i
T�
PANEL LENGTH L
-,A C PANEL LLICTIN
m-
(SEE ELEVATION
lo PANEL LENGTH
(SEE ELMTK)N
PANEX UNGTH
I(SEE ELEVATIDN
r
ON SHEET 12) (SEE ELEVATION
ON SHEET 12)
ON SHEET 12)
ON SHED 12)
It I* W.
&--SEPARATM--
T--A
II To CLASS.
an.
L/2
1 70 GLASS
*-SEPARAtION
f I TO
L/2
GLASS it.
'Ir
ED
ED
L
4-
1 .4
4)
2-.4- WOQD I_ , ,
PLATE
WILIS A
ef 'TIPCOH
REQUIRED -0 TAPCON
.._!/4 2*
�A; NOW
41 12 "'po,
AZ O.C_
ANC4401? D 9* O.0
1/4-0 TAPCON
STAGGERED W1 STUD
STAGGERED W/ SrUD
REQUIRED
-k#Dm e r o.c.
w000
o; I'm
REGIURED
REGORED
low
Affiffiew-PAINEL
WALL MOUNTINGS
SCALE 3/8-1-
WALL MCX)NTINGS
It. SCALE 3111�-I*
E FLORIDA BUILDING CODE (Won High Volocify Our on@ Zone)
7 24 GAGE GALVANIZED STEEL STORM PANEL
1. INSTALLATION ARE ONLY VALID FOR A.S,D. DESIGN
PRESSURE RATINGS (p.s.1) AND PANEL LENGTHS AS
ER ELEVATION 0 N SHEET 12.
PFOR
.4416
IN,
GLOM PROTECTIION PROOLICM IMTL
STATE 01�.-, LLC.
2. NEW WOW FRAME CONSIROCTION;
WOOD
MEMBERS TO BE SOUTHERN PINE
No 2. W/ SPECIFIC
m MA =�=Mn. A -
-ween- m
to-)�no F� Com)fo�my 20-175
DENSITY OF 0.55 OR EQUAL
(A -cow: Is
cromeet,
"Lyn A.
PAND, .167 1
P91
MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANIEL(DINSTAILLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.0,
DESIGN
PRESSURE
RATING
mAnm Ancom motcome FOR MAN Ex PER SCmUmAl Nam
W,
(m)
MAX. A.S.0
DESIGN
PRESSURE
RATING
(0.0
MAXIMUIM ANCHORS SPACING FOR 1810 LO. PER SCHEDULE BELOW
APPLICABLE
PANEL
TAPODN I
SOLID-SIET
PAN EUL
PANEU`lAM
FDA"
MAI t
ID
ZKW-KV.JN
CALX_1M
TAPOON
I SOLO -SET
PAMELWTE
FEMALE 0
I PULIS
ZAMAC-01AILIN
CAUK-N
To
COMBIEW
To
=
m
3k-3k
To
10
3k
To
-
comw4KMN
or THU
At
Mm=
3�_
At
mmm
10
70
To
Aw
"65. -0
To
.75. -73
Ir
it*
is,
13,
Ir
".
ir
Ir
Ir
12*
13*
1 10'
1 CMP)
5*-r
OR
U35
+7& -75
To
HL-11as
13,
'.
13'
10 IIV
13'
6 1/2'1
Ir
6 1/2'
7 1/7'
15 1/2"
ir
-
14 1/2'
1 CTOP)
Olt
LESS
Ir
it,
Ir
13'
IV
Ir
ir
Ir
13*
12"
is--
1w
I MOTION)
13,
6 1/2'
13,
13'
2�_
r
ir
r
to'
7 1/2"
13'
1 Ir
I (BOTTOM)
Is*
it*
13,
13,
is.
13,
13*
Ir
Ir
Ir
".
to'
2 CW)
Ir
r
ir
III IIZ
3'
8 1/2'
is-
6 1/2
7 1
5 1
13"
4 1 2
2
is"
III
Ir
13,
Ir
13"
Ir
ur
11.
13'
7'
13,
Ir
r
9 1/2'
13'
9 1/2'
10 1/2-
7 1/2-
Is-
5 1/2'
2 MOTTOM)
ir
I It*
Ir
Ir
13,
Is-
13,
Ir
13*
F2*
is.
IV
a (TOP)
Ir
7-
Is-
Is-
Is-
4 1/2-
is-
0 Ilr
10 1/2"
7 1/2'
Is-
r
3 (TOP)
-
12 1/2'12
1/2'
5 Ile
5 1/4'
12 1/2'
12 1/21
-
6 1 e
6 1/4'
3 (BOTTOM)
-
-
12 1/2-12
1/2'
6 Ile
5 Ile
12 1/2-
6 Ile
-
-
It 7F
6 1/4 ,
3 (BOTTOM)
5-
a-
Ir
e
Z*
0 1/2*
7'
S"
4 1/2'
4 UOP)
7
1.
r
5 1/2*
7'
3 1/2'
Ir
e
4 1/2-
r
6 Ilr
2 1/2"
4 (TOP)
4 iRii-0-mi
-
_T/F
, I ".
-
a"
-
r
-
5 1/2'
4 (Burnm)
1,*
3-
13,
13,
13'
Ir
3
mp)
Is-
Ir
Ir
V
Ir
to-
7 1/2-
13'
5 (TOP)
13'
11'
�,r
13
Is--
_13;
13r,
13'
12!
13.
10'
Ir
71
Is.
Ir
ir
9 1/2-
13,
9 1/2-
10 1/2-
7 1/2-
13
5 (BOTTOM)
13,
W
13'
ir
�r
Et 3r'
I r
flr
13'
r
13,
to,
a (w)
Is-
1.
is-
IQ Ilr
Is-
a 1/2-
1 r
1�2
7 1 -
5 1/2-
Is-
0 1/2-
6 (TOP)
6 Ile
6 '/e
6 Ile
6 1/4'
6
6 Ile
6 I/e
1/4'
0 Ile
6 1/4'
6 Ile
-
8 Ile
6 Ile
6 (00M-)
is-
7' 1/2'
137
'r
13'
Icr
Ir
IV
I'
I a'
'r
6 1/2*
1 fmP)
-
�V-4'
To
W-0,
1.
Is-
111 1/2
Ir
1/7
Is-
=/2'
7 1/2'
_5
1/2-
1 r
. 112
1
To
Is-
7 Wr
I r
Is-
Is-
10 1/2*
is'
10 1/2o
It 1/2"]
8'
Ir
71
1 (BOTTOM)
-Ir
I r
I I It"
I r
I r
9*
13,
9.
10`
7 1/2-
13'
S'
I MOTIONI)
13*
7 7/2'
ir
13'
13*
to'
13'
10"
11'
1 &*
Is-
6 1/2'
2 (TOP)
Is'
1.
_13'
13'
10 t/2*
13'
6 'Ir
JY
6 1/2'
7 1/2*
5 1/2'
IY
4 1/2'
2 (TOP)
is'
7 1/2"
r
ur
Is-
110 1/21
is-
10 1/2'11
1/2'1
a'
13*
71
2 (Barlom)
".
7-
Is-
1 Is-
13*
9 1/2*
is'
9 1/2'
10 1/2'
7 1/2'
13'
6 1/2"
2 (BOTTOM)
13'
7 1/2-
Ir
13*
Ir
10 1/2*
13'
10 1/2'
11 1/21
13*
r
3 (TOP)
1.
'r
'r
ir
is 1 /2-
1 r
9 w/2-
to 1/217
in-,
Is-
e
3 (W
-
-
It 1/2'12
1/2'
5 Ile
6 1/4-12
1/2-
6 Ile
-
Ile
6 Ile
3 (BOTTOM)
_13'
-
-
it 112-12
- I - /2-
6 - Ile
' I /e
12 1/2*
6 Ile -
-
-
is Ile
! Ile
3 (BOTTOM)
7 1/2*
3 1/211
A*
r
7 1/2'
4'
1*
4 1/2'
V
3 1/2*
r
r
4 POP)
6'
5 1/2'
7'
3 1/2*
6'
4�
4 1/2-
3'
14 1/2-
2 1/2'
4 tTQP)
r
-
6.
-
-
4 MOT"PON)
6 W/2-
-
1.
-
Ir
-
s Ile
r
-
4 1
is-
7 1/2-
is-
137
is'
10 1/2'
13*
10 1/2'
11 1/2-
5
-
7-
is,
is,
I r
'.
I r
9.
to'
7 1/2-1
Is-
6-
(w
IJ^
7 1/7-
13'
Ir
13*
10 1/2"
13*
10 1/2'
11 1/2'
i:
1 ;3*
3
, ,
is_
13'
Is-
Is-
9 1/2-
Is-
-
1/2'
-
FO 1/2-
5 (BOTTEIM)
r
13* '
7 1/2-
13"
ir
13'
*
10 7/2
Is-
10 1/2'
11 i/r
9*
j
's.
I 3'
13*
0 1/2,
13,
1/2'
3 1/2-
5 1/2,1
13.
:12-t!
5Q)
IIA -
. �IA -
1 le
5 I/e
5 1 /e
6 1/�
-
-
_14
if 1/4
8 le
16
KE lmw I I MR Ie.= Fyn a V%ow FE" -SUNI.Twe Pro "m mma "mm
AMMAKUM ANOMON VACOM AND MOMMUM EDOE DWANC1 AM Mft= ON THS SCHEDULE. MR L4
UM THAN INDICATO ON 504VALU *ED= ANCHN SPACING BY "TWL"W SPACIND MOM ON
5011111VU In THE FOU0400 FACTORS. NO THIS UNDIATKIN TO U MOORE. OMM WACM
OBTAINED LUC FACIDW WALL W BE LEMI THAN VAMM BAAEAMI MWAID) FOR EACH AND" ?1K
0. THO, SCHEDULE.
IC4
1/4'.
1/41.
t/e.
1
ANCHOR Tim
10,000,
-
9MA14U
vgbaw
OVAUE
Aiiftw
-
VA"o-,mmum
-il-Ire
CNIX-40
MINIMUM ANCHOR SAMOING 0�)
3
3
3
2 'Ir
21/2
eammom OR
3
3 vr
I
ammialazi
1
3 Iff
3 Ilr
1 1/2
3 'Ir
Amft m ommm mu
FACTOR
'Ar - �
_,"`
-.--7-
-
1
r
V" 11 FOR MAX. A.S.D.
=AZ
I- ISPACINISS
ZY
WX =1=? jr1S USED.
INLUI
A
A.S.D. DESIGN LOAD
WOMIUM PP)IEL
LUNT"
40 PSF OR LESS
G.-S.
> 40 PSF M 50 PSF
W-2-
> 50 PSF TO 60 PSF
5*-10"
A MAX- PANEL LMTHS ARE OMY VAUD FOR INSTALLATIONS
Wl SOLID SET ANCHORS & W1 " SPACER AT 12 1/2' D.C.
INSTALLATION DETAILS FOR LIFE SAFETY PANEL
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
I/ef 1APC04 ED 1/6-0 7 1/4-0 tAPCON Etumem; POURED 1/4-0 TAI-CON 10
ANCHOR 0 9* 16. - C "OR -r- ZrIlV, ANCHOR 0 ro.c.- CbNCACTE OR ANCHOR 0 9' D.C. vmro.
CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK
REOUARED. REQUIRED.
% 4) 4)
Ile 've Ile
Ile
*w MAX
LD, E.D.0
01
mio,
9 00
To CLASS. SEPARXIM30- I
GLASS To GLASS-
T A-
.1 4 t
EXISTU49-41
GLASS At
em no Fees.
1) Loam amQt r-41
6' PANE LENGTH
MAY- Mw
I PANEL LENGTH L 11 PANEL LENGTH a- -L' MAX
(SEE 6- PANEL LENG11-
(SEE ELEVATION N ELEVATION (SEE ELEVATION 0 (SEE El"ATION
ON SHEET 12) ON T ON SHEET 12) ON SMEET 12)
1. v SKM 12) 1' Min
Min.
V-SEPAPAT04
0 TO CLAW.
oil
L/2
L/11
4)
E.D.0
0 2 vr at
De ED It ED I
3/4' ED I . . . . ED,
1/4-0 TAPCOW TAPCON I/ef TAPCON 1/00 TAPCDN
ANCHOR 0 9* O.C� ANCHOR 0 9" O.C. ANCHOR 0 9' OX ANCHOR 0 V OC
DUSTING PMED CONCRETE OR EX=WG POURED CONCRETE OR EXISTING POURED CONCRM OR EKSTING POURED CONCRETE OR
CONCRETE BLOOK REOLORED ZONCRETE BLOCK kEDURED, __0DNCRETE BLOCK REQUIRED TONCRETE BLOCK REOLARED
SEC1[DXJL-2A
IERGUMAELS 0 &9*WANfL 0 IRWIr Lith PAA 0 H&HEANIEL
WALL MOUNTINIM WALL MOUNTINGS
SCALE 3/8� I SCALE 3/6-1-
SIX SHIM IS & If FM ANCHORS
No= TIRE
_i/e,
rfK & SPACING FOR MISTAULAMONS INTO
IMAM
M.WAU mmm wvcm (w
0000 FIIAK NUILDIM
MK%Wm ANCHOR SPACOM me w�
%MCHED0U'T.*F"0Rn=W.=TED
ON SCHMME REDUCE ANCHOR VACF4
my
SCHEDOAX BY rA1 FOLLOW= FACMn
IN=
0,311
FOR ING OPERATIDIN TO X POSSMJL
REDUCED Sweet OBTAINED USING
FACTOR SMALL NOT of UISS T�Ahf
- - - -
a Ilr
- -
ul
moo" SPACM mw-4tm FOR Ew"
ANCHOO rvp[ ON "a so"Ok"
1
3 1,W
FLORIDA BUILDING CODE
INSTALLATION DETAILS FOR UEE SAFETY PANEL C1
INTO WOOD STRUCTURES
HEADER
OUIRED
4 0 1& CON
or D.C. D.C.
20
1/4' Ile
2* 2-
�wx_
RL A
mv�
I
I v, not 0.0
'L* MAX
L PANEL LENGTH
PANEL LENGTH
(SEE ELEVATION
It 1 (SEE ELEVATION ON S"m 12)
ET
ON SHE it) 0"
a
A* -01It TO GLASS
IT
V
It 6 u Ito eaw-
EQ.
--I EQ.
2'.4' WOQD 2-.4- WDOQ._
PLATE PLATE
REQUIRED 1/4-0 PANEUMATE PLUS REQUIRED
PARELMATIE Pt
.1/4-0
ANCHOR 0 12 1/2- TIC, ANCHOR 0 12 1/1' O.C,
Al
fff Affl I V
0 HEM AM 0 S%hANTL
.'o '.,00
WALL WMI[TINQ
SCALE 3/3 1-
44167 FLORIDA BUILDING CODE (Man Mgh Velocity Hur cant; Zone)
Norm: a
?�
1 24 CAM GALVAN= STEEL STORM PANEL
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. It % STATE OF MIAMI 10,
DESIG MAIJIL PROTECTION PRI)DUCTS, 11C.
N PRESSURE RATINGS (p.a.f) AND PANEL 11LIECOINC om
LENGTHS AS PER ELEVATION ON SHEET 1IL ;.f4oR -
= &W 51 ITTRED
�C&,/
,ill, !'.�N A. MOMA'ANY
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0_ X V`Mmm - AMME, FL 33314 -175
MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC .miwtoo 9 p"aw 20
DENSITY OF OM OR EQUAL
11, SON,
C/)
-00
>
0
0
2
CM
CIO
0
Cn
"C-n
=3
CU
0
-CU
0
M
0
ICU
;>
Cn
Cn
0
0
C:L
co
- 6C -00
0-
z
z
w
mi
AIR
)
CL)
LLJ
C3- !Z
E
E
C/)
0
L_
CL
CL
C90
0
L_
0-
L)
(3)
U)
uj
z
z
SHEET NO.
SH 1.4.
t 1 -1 loll
*EZI/18.
EZIW/18
ANCHORS
---(SEE SECTION 171 ALTERNATNIE EZIW ON SAM is)
_J:
I
*(SEE NOTE 2)
(SEE NMI
90NOTE 2)
f7"
�AST PANEL(D TO BE INSTALLED AT EXH OPENING SH&L ALWAYS at
1/2-
0
a
PROVIDED W/ REM HANDLE TO FACILITATE IN57ALLATION IF INTENDED
T11
TO BE INSTALLED FROM W50E OF STRUCTURE
PEN
PAW
I
NOTES
([NO
�ET-
PAN L)
-T
I R P�N,_,)_ (INTERIOR PANEL) i INTERIOR P EL
(TW Sol
'I
IT
"D E L) MAX
1) OMP00H OF SERIES 2000: E-Z HANG S70RM PANEL SYSTEM
CONSISTING OF PANEL � C-t TRACKS TOP & BOTTOM
SEE TES
2.
i
SE- NOTES 2, 3, 4
(2) END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
W(g)SIALL TOP SLJ"
Ai
IN
NUAL OTHERWISE A STOP BE PROVIDED AT OF
PANEL ULNGTII PANELS
400 Pill
(3) IF END PANEL.S ARE CONNECTED TO BOTTOM TRACK, CONNECTION
SHALL rONS!ST OF 1/4'0-20.3/4' M.S, W/ 7/8"013/37" WING
Jloptmv PANELS*/ 11200' 1
NUT OR 1/4^10,,3/4 Mm THUMBSCREW MID TAPPED BOTTOM
s 5 BOLTS W/o 0 EA, GIVE PLAP
(SEE SECTIONS AS APPILKABLE)
TRACK LOCATION O'F FASTENERS MAY 8 AT EITHER OF TWO
E
EXTER*R FLAT FLANGES Of END PANEL.
i L L I So%
01 TL'
(4) IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
[1 1 TFI
]'I I 'I If
I L. LLM I I T I _�_l
MAX
11 1 '1 1
I I
TRACK (I.. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
PANELS SHALL BE CONNECTED To 90TTOW TRACK USING SPECS
i 1 1.1
1 1 1 1
I L ,
1 1 1 4
I
1 1
NUCATLO ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
-
_1LL_1_L_ L -1 J -L.L.L _J_J_ LL
. I .
_J_J_1 1�1
I .
PANELS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION
_J
L9 . . - -
3" SEE NOW 1
W,I SEE jj./lio
3'
SEE U.
NOTE 3
t INSTALLATIONS ONLY VALID FOR WIND
TO 170
NOTE
3
Asel'ORS
SPEED UP nll
-(SEE SECTION EZI & ALIERNATIVE EZIW 04 SWEET 18)
+EZI/18,
EZIW/18
TYPICAL ELEVATION
FOR
SERIES 2000 E-Z HANG STORM
PANEL
Q1 SYSTEM (t)
SCALE: 3/32'=I'
2,687'(WL OVERLAP
V/
/M7 7
/0,7
7
1 4
MAX GAP
SECTION A -A
SCAIF 3/32--l-
E
FLORIDA BUILDING CODE (Mon High Vel"Ity HU icons, Zome)l
24 GAGE GALVANIZED STEEL STORM PANEL
.44167
/no
111LIECO... GLOBAL PROTECTION PRODUCTS, LLC. un,
STATE Or-- ip
Q`- "'LORMIl' SZL�
14
1.11",
8,X, I . 51 STROT
0111 IL 1" 20-175
ra,
�0
-�q
71,,+ U 1`4
Ph
.1r, - P F-9 W=,, 0`1
ENGINEEr4lNG
ENGINEF-RING EXPRIE-01se
PRI13011LICT EVALUATIoN REFOORT
September IS, 2020
ApplicationNuff"r. 17859.1 - R2
EX Project Numlier 20-31S43
Product Manufactuter AN American Shutters and Glass
Manufacturer Address IS40 Donna Road
West Palim Beach. FIL 33402
Product Narna A Descriolon: 24p Galvanized Steel Storm Panels
Large MiNalle Impact Resistant
Scope of Evaluation:
This Product Evaluation Report is being Issued in accordance with Me requirements of the Flooda
Department of Business and Professional Regulation (Florsds Building Comirnission) Rule Chapter
51 GM3 005. FA.C., for stalevinde acceptance per Method I(di. The product noted above has been
tested andio( evaluated as summarized herein to show compliance with the Florida Building Code
Seventh Edison (=) and Is. for the purpose intended, at least equivalent to that required by the Code
Rei-evalustion of this product ishall be required following portment Florida Stakfing Code modifications of
revisions.
Substantiating Data:
. PRODUCT EVALUATION DOCUME103
EX dravving #20-31543 filled *24p GaMainized Steel Storm Panels (HVHZ & Non4q,.W)^, sheets 1_5L
prepared by Engineering Express. signed & sealed by Frank Sennardo, P.E. to an integral part of this
Evaluation Report.
. TESTREPORTS
Uniform Still structural performance has been tested in accordance with TAS 202 test standarclo. Pei test
repod(s) #18T,"G-17-001 by SWckw*sf T*SftT Inc.
Large nolsolle impact re*dnme and cyclic baclIng performance has been lasW In accordance with TAS
201 ar; TAS 203 test standards per test report(s) SST-ASG-17-001 by Slackwaillet Testing, Inc.
. STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluster the product based on
comparative andfor rabortW anialfraft to quality the follovang design ciftems:
1. Matimum Allow" Spans
2. Minimum Allowable Spans
3 Minimum Glass Separation
4. Anchor Spacing
260 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAi4@EmGiNteRINGEmPRFss.com
ENGINEIRINGEXPRESS.COM
V
X
F"
mMl L; 9
etENGINEERING Page 2 of 2
All American Shutit!rs and Glass - 24gs Galvanized Steel Storm Panels
No 33% increase in allowable stress has been used In the design of this product -
Separation from glazing is not required [of installations outside of wincl zone 4 and essential f9cftes
impact Resistance:
Large Impect Resistance has been derrionstrallod as evidenced In previously UW test reporks). and Is
accounted for in the engineering design ofthis product.
Whild Load Resistance
This product has been designed to resist wind be& as indicated in the span schedule(s) on the
respective Product Evaluation Document 0 9. englosering drawing).
InStRilstflon
THIN product shall be Installed in Blind compliance with Its respective Product Evaluation Document (I a
engineering draswing) a" with SO components noted therain.
Product components all be of the material specified in that product's respective Product Evaluation
Document (i.e. engineering drinving).
Limitations & CondItions of Use:
Use of Uft product shaft be in strict accordance with the respective Product Evaluation Document (ie,
engineering drawing) as rioted hereen
All supporting host structures $hall be designed to resist all superimposed loods and shell be of a materel
listed in this product's respective anchor schedule. Host structure conditions wtkh are not accounted for
in this product's respective anchor schedule shall be designed for on a sitalspecific; basis by a registered
professional Engineer.
ALI components which are permanently installed shall be protected spinet corrosion. cordamination. and
oth: such damage at all t1mos.
This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
Respectfully.
Frank Bernardo, PE
ENGINEERING EXPRESS's
6PF0046549 I Cen Audi. 4885
160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAM 0 ENGINEERING Expliess, com
ERGINIEXINGExPREss com
�;o
MA, V=.
M
Elk 14;��s
_�V
tn
in
In
3E
li 20-31543
INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
CONCRETE BLOCK V041 TAPCON
N40M 0 12, C��
REOURED.
M
F I" O_JI4.1' NEX
1/4-0 TAPCON I ft HER HEAD TEX WOOD HEAM_ __ W-C TEK
REQUIRED
ANCHOR Ill 12' O.C. SCREW * A/4' FROM SCREW 064" FROM
EDGE OF EDGE OF
Cm 9
_-AL
E.D. 2
/2' A
It
it 4 1/.- oc.
1' W., comPlov. I
N
Do 'SEPARATION. ISTO SE. I
2�70 CL45S POP TO CLASS. U/1 4. Pop
1 01 RIVET
-01 RVET
VAX
PANEL LEMON PIP PANEL LENGTH
4 20.2
a To GLASS q) R----SEPARATION C THUMBSCREW W%
SON 11 TO CLASS OF -L.
/4*0-20.2, Or 'L,
C UMBSCREW
PAR
ED. /2
ED.
1/2
IJ4'0 TAPOON ANCHOR
0 12' OC
1/4-0 TAPC 2'.4' 111000
ON NMREW WORRED PLATE
ANCHOR 0 12' O.0 CONCRETE BLOCX REDUIRED
REWMED
WALL MOUNTING WALL MOUNEING
SECTION IE`Z1 ALTERNATIVE EZ1W
SCALE 3/8-1- SCALE 3/8-1-
0 ENs?. Ivanlo
FLORIDA BUILDING CODE (Non High Velocity 1hu Zone)
bum, MIN. PANEL,�r 0.441 PISMO n,"Em 24 GAGE GALVANIZED STEEL STORM PANEL
1. INSTALLATION ARE ONLY VALID FOR MI A.S.D. DESIGN SHALL BE 2
PRESSURE RATING +/- 40.0 Ps.f. AND 6'-0* MAX J11AT1 01; GLOBAL PROTECTION PRODUCTS, U-C. D` DAN,
. 7 MEE
PANEL LENGTH. SI.. ZT ws. P DNITT
0
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 �k DIANE. � JI:0',
r 'Z4 TIMMITIon" as
.. - -Ii
MEM TO BE SOUT � -)M 20-175
BERS HERN PINE No 2. W/ SPECIFIC �r
DENSITY OF 0-55 OR EQUAL. U N X.
FIDPOL 1A, a IV
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
WIDTH UNLIMITED
(PIERA TO 1ANEISPA 1�
TOP MOUNT (COHN, TY
TYPE AS REQ'D)
IS WITH WASHMD
NGNUTS FASTENED I
OVERLAPS 0 MIDSPAN 111.
APPROPRIATE SPAN TABLE)
T PLAINVIEW
��s F -------
�i rd
BOTTOM
ICONN-
REQD)
RD 391-a
1 0 375"
MAY BE AT 70 ___
TYPICAL VERTICAL MOU"NaDITELEVATION
It I & ELEVATION
TOP MCXJNT
Cc N TYPE-\ ABOVE
A` REQ-D) (SPAN
IBOTTOM
F-MOUNT
(CONN TYPE
2M 115 REQ'D1
BSTRUCTION
(LOCATION MAY VARY)
(CONN TYPE
AS REQ'D)
BOrT0M MOUNT (03NN-/
Lmm
$PAN BELOW
TYPE AS REQ-D)
OBSTRUCTION)
PANILS , MAY BE NOTCH 11, AS REQUIRED,
OPTIONAL Y�'W!D 3TITCH
BOLTS WITH ASHERED
PROW DED THAT CONNECTIONS A
ANCHORSALRE LISED %vWCH IATT
WINGNILITS FASTENED 0
SPANS ABOVE 11, BEU
ERLAPS 9 IVaDSPAN JUSE
PROPRIATE SPAN TABLE)
VERTICAL MOUNT ELEVATION
/-2-*N (NOTCHED PANELS)
\,.V N T.S
ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
MINIMUM SIORIA PANEL
SIPARATKIN fROM GLASS
tlfVliZ,WitiDMN[4&LSSff4TIAIFACIIITIESI
ALLOWABLE
INSIALIATIONSLESS
INSTALIAMNSGAPAIER
K
SPAN IT -.1
tKAN RY ABOVE GRADE
THAN 30 ABOVE GRADE
M
606.1.
T,
-/40
13OD.
-145
1" 111.
6 06 In
2 16.,,
50
uwv IT
606 in
1 Hill,
106 6 K,
6 In
Is.
9
6 21 Im
Sol.
.172 f
27 flV,
613.
2S8.
JaN w4io III PA"_EL__FA_S_TENER_ SPA-C-ING TQ
ERMINE MAXIMUM AU.OWAELE STORM PANEL
N SCPNIGULEISACCEFTABUEFOR USE WITH
TTIVE LCAM LESS THAI' 00 EQUAL TO
ATIVE DESIGN LOADS.
'PANEL FASTENERS- ARE STUDS USED IN
'JUNCTION WITH ALL MOUNTING EXTRUSIONS
-TRACK. STUDDED ANGLE. ETC.) USE 625
PANEL FASTENER SPACING TABU VALUES PC
H`- AND 'U'�HIAOIEPLS (INCLUDING BUILD CX
'DITIONS)
MAXIMUM ALLOWABLE
I.-
DESIGN PRESSURES:
M,,
I
FPS _NoTED IN DESIGN
DESIGN NOTES: I SCHEDULES
POSITIVE AND NEGATIVE DESI RES CA LATED
FOR USE WITH THIS SISTEM SA L ME DUE ED PER
TERMIle
NU
S%11ARAT I WI.T":1,
Nt,
,ERPG
r GSD ESV
SO M TER
_.I LIN �e Zjpffi
4u, M
1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
L5 I I
OR TO THE POSrTIVE OIL NEGATIVE DESIGN
RE
PRE��
ASSEMBLY AS SHOWN,
M
GENERAL NOTES:
THIS SPECIFICATION HAS SEEN DESTIONE N&=LLLBEDFjrIUCA
kcORDMICE
FL 4 IL G col�IED
WITH THE R:3WRIMENITS ( )FTI,ZA
SIR
R,,.mTe.�,,mLI.De.AA,DToAu.�T.1,DtE.,�,LTLI4,ENH".Z.PATE
'A5EN3'r1H DoZmAoD' ro3w4sr
YND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
�PPLV OMION CRITERM BEYOND AS STATED HEREIN MAY RECILTRI
DOMONAL SITIE-GIPECIFIC SEALED ENGINEERING.
I NO 334/3% LNCREA'-- IVALLOWABLIE STRESS HAS SEEN USED IN THE
!ESION Of THIS SYSTEM. It' 0- HE I
THE A 'T
�ipe..T$W'L"TUM'MT'Wk".OM"To�'IS C=W'IS`US!.P9N`A!LC
L9
BE AE11.1isISLE
OR THE TO THIS DESIGN
INTEGRITY OF ALL SUPPORTING "AAACES WHICH
�HALL BE C OOKIDINATED BY THE PIR917TTING CONTRACTOk
SE "ERIN a _"L BE q 9t.WM
-TIOI&OR
RA ATj1`DI4KW11`DlSi`1FAML;VNG`N
SPANS it
�T S Encliff OR
EREIN. CONTACT THIS ENGINEE FOII E SPAN CALTMURS AS
SV LSGMEMANOCOESNOTPWWO�
NFORMATIONFO AS?tUKCSrM FOR SM con DMONE .11147 FROM
LU
�ECOWITIONSRCVAliSOKERiIN,AMENSEDENGINEEFtORPS41STERED
SITE SPECIFIC DIXUmil FOR USE IN
MMULNCTICIN 1115 DOCUM I
I. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
RESSURES DMDED BY A 2.5 SAFETY FACTOR.
nhL11 OR GIIN IISROA@01 1HJ ISS NOTED
E�WEA�11#%70
>FTH : ISE
FA RS SECA M Pt:T D k or E%�
�ORROSION-RESISTANT MATERLAL AND SHALL COMPLY ITTH 'SPECIFICATIONS
4
no ALUMINUMSTRUCTUAW SECTION 13SYTRIE ALUM MU14 ASSOCIATION,
NC, 8. ANY APPLICABLE FEDERAt' STATE I AND/OR LOCAL CODES
ALL STORM PANOLS SMALL 82 24GA 57"REL 11,0.024'
1 STcl VL`_"U"C"Fo_ TO RSTIM 4155�31
MCI_ Goo GALVAPUTO COATM WITH A MIN HUM PY-III&I Kra,
0 A LLALUKINUM LATRUs"'N"SKAL"' , 6463�TIS ALUMINUM ALLOY.
INIE55 NOTED
DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
TONDITIONS
RIMA"YEAAS APPLI
2. RET PICK WiEDHERIENSH U-SEENDEDDEDTV
ON-CILACKED CONCRETE ONLY. INSTALL AULCONCRETE ANCHORS PER
......
F
ION PRACTICES BEYORD THAT
PAL tODES & PRO.
NO ADDITIONAL
ED
Kml
"FI,ZATION
VITHAMINIMUMOF(I) LABEL
MIDA PRODUCT APPROVAL NUN MR
-,=
213-31
VISIT
"""-I R1
OWABLE SPAN SCHEDULE
%V_MPM9LT
TOP
MOUNT
W Hd.
T
Er-
41
2T
26"
Bukkno *U'H.*",
0'
Ir
2r
24'
25*
2?
2IF
T
2,F
2r
26"
aPES & _Lr HIMININ
a,
Ir
O_
2r
2�
2r
2�
-24,
cr
ze
27
70,
7.5 6 SO Aldw
27
231
27
11
30-
31-
11-
30'
2r
W
I
es,adwi�rm
2,r
24"
24"
3?
45-
SIX
2r
4r
21r
4F
30,
or
2F
_2F
_31�
__5ffFr
3W
SO
25'
SM
31-
SWFT
SPA Ar4o fillia Mount)
Zr
2r
22"
11-
21F
37
[
It-
21'
j��:
jv
Drd 1A.Pni
zr
2C
24"
31r
4r
W
20"
4r
2,r
4r
HIMPHN,
0-
IF
or
2nr
24r-
W
2e
T
2C
r Amaiernla
21
zi,
2e
ur
4w
sw
zr
Ar
DIr
4r
ftxl!�Mq M2,!1Fr
-,
7
3,,,
1 r
w
zr
30,
T
zS;+2.,
_M
I .
3r
Sr
W
31'
Sr
211'
Sr
T
"
61
No SLA PAII� .0I,I � 11 -tVulff. IAhl, - M M-L,
.0 PNK�I %ASlS -11 ft ft. -All
"""' MWTH�291IW31-14�t�C"WL�)�JIP��, P
l,LST1 . . . La 5,0A 0�
Z
I. - - - - - - - _ -IN _5
L 9
Nl_;�I.QNAL INTERIOR FASTENING DETAIL
JN
"ANCIENT
PANM-
UJI
("'AG11
.0. 'law
lug.
_ 11
oww�mwwmm
l,"IST NG 1. 1
SPALZINC, 0, I04L, T,If
20-31543
EGRESS PANEL DETAIL
m
,ZIONAL
TCH' FASTENING
V, _,,u
-2 a.'
0
No
G
��IZSJ c,
0 LZS-_ 1SGA_ -8
TYP Is TYP
DSM�
Ds�. A
_G
WD662- API
1930' T
062'., 2150" -4 2.000- 2.DOC- L ryp 2 OOD'L-
21020
SX, oy-422- SLUID-OUT "It' HEADER &A�t� I��
3.3801. MAX 0 313'
5 M,.D��, SSV� I I. a
12.500" PANEL COVERAGE
14,375' PANEL LENGTI 1
LCI
usircric,"
__ll-O 04C. H_ As Ito 1,,_�
TYP TYP 0
0 KNEII-my TRACK
0
-11 1�1 TA
LK
CLAECTIM
F71 �11 PGAERSED
r
OVERLAP .25, MAY..
4' MAY - A CDRIIEL cLOSUPlE DETAIL 0.1m, 2S' MAY,
_T
MAY.
ULI
MUILD-OUT
DISTANCE T",
LOW'
2 G2 C,
OVERLAP
3 SZDT
MAX
.2S" MA 9
MIN
IL T � Y' 1, A. 1 11 1. 11,11�11 I l -
41- 7. SW ;1i I, - -, - r
I, MAX, - MIN
low
-EYBED
Will. 111
ANCHOR SPACING SCHEDULE:
24 GAUGE PANELS. PANEL FASTENERS 6 12 S' 0 C
2.3" MMI! CHISTANCIP
MAX oemn
6 UP TO 61-0
1 WAN UP t�O V
SPAX up To vr-lw
CONN YlnP
C1 C2 ca C4
camus Tvp
C, C2 C� C4
Call" TYPE
C.1 Ca a C4
,;F
-Cos. PRESWEE
TYPE (Fail
WIW 31W MIT DED ID
IZ,5"
16.0" 34,7t'l
9.9"
IM"
IGO'
10.21
Ce"
12,5"
15,0� 9.1"
6,1"
DMATULTRALColl
12.v,
1&0, 11.r�
go-
LZ.5
Jfixl�
&Z,
5.1.
11..
I -
1
5.51.
.29,
�01- 1111.1
_PL
SW
12.5"
16.01' 9.2"
2:
1,a
S.
12.1'
16.0' Ll'
3.4�
12-5, ,
i6 01, a.
3.4-
1Z.5
16.0W�
R.V
&4'
1Z 5 -
16.0- 91
T"47'.
(l., 1-:11W
I a's..
is d,
LIA11
14
MG"
12 C*'
1,, S"
IS 0' 15 41'
10
DWALT ULTRACON +1
-17_31_
60 ISO
139
�.F
T60 12T,
971
.5 ,
A 91
.2 31,
.-N,
125-1
to D" I I.,S"
9-5"
2
=2-
is cr iiV
=dl
iz III,
isIrl
ivwl
9.sl,
12 3LI
IELD' 11g.'
9,311.
.12.57'
16.0" ;W..9"
fils"
IZA"
36,11"
11.9"
9.5"
12451"
As 0" 4142"
P.3'.
SIT
42
12.5'.
go
is"' 0'
13.4"
12.5"
id&JIM"
itil
123"
16.0' 12,T'
W,7�-
2�
11
is
11i
N.
__'
I' '.
1,
11.
11-3"
"" I
I '
'
LO
"B
51
LE
i 21 W.,
12 .,:.
is -1
1 2.r.
Ill. 6"
I'l
2 "
IS
9,0' 42.5"
Me"
12.5
51,11016+,12.
116.0, Ia.
5
is.o,
1 2.5"
LOS'
12.51,
1 .0-32
q,-
12 V.
IS C.
I
0
�Ica`
124"
Is 0. �fi
lied:
sc, 1`140.:1111.1�111'
IN:
1
41.
12.51.
III.D. 11.6"
1
is &or
i
12 5
I"
1
L'L ?I-
tz Ill
to IP 111111
iL 2
51
IF
E-,
,
15.S11
2.S"
16,0- 25.5'
111
la, 51,
, D. IS
lo'Ell 35.5',
IL.Z
'L
2.51,
EDGE
DISTANCE
31'r V'r NICE, 33
5*'
711'
S. 2,5'
6 4'
49
7Z
111. 13
U
IS 6.5
1 1."
-1
1,1 V,
I V-
I
SA'
41
"IS'
US
EI
Sa
i�
6.. � 5,
6.25
loo,
9.3,
6.2
SIX,
T"
W H`,k
12.11"
1. D' 7.3'
a, 11129"
12.1: 4 V:
U
"as-
12,9'
15,61- 6.0- 5,11-
s25..
10.6.
4,V"
4.0'.
0.7 CO.-
, Ii
45
12-511
13,11 &%* sz.
a Z5.
iq,z:
4-i'l
4Z' U3-
III 1' 4 V 14A
51
&?5-
12'X. A.?- 4.6.
�t
'�
If.
4.1'
6,25"
1047N 41 4.0
6.25"
ID7" 4.1'1 j.0-
6.25-
JEL
4.V
__C2L
40 15.25"
19.7- 4.1" 4.9"
2Z
HM,,,q 13
",U. F.WD SOLID
ILV'
10 d' 14 1" Il V'
LES'
15 El"
91"
7.11" JZ %"
JOB- 111' 0
1245-h
16hOrr 1IvTd SO-
12.5
ILL
7.8-
IDA" IZ.5+'
10.0- T8- 6. T'
48
51
12.5"
16.01- 9.7- 7.9-
i2S�
16.0"
7.7"
6.2" 12.S"
I&V 73- 6.2"
1Z ' 51
36.01 as" 'r.2-
1Z.5,
26.0'
?. 7"
6.2' IZS
16.0' 7.7 6' '
, Z
11.5"
AV' 7.7- E. a'
12.5"
16 11"
T.7"
U'� -2 S`
15 D' M.- S�V,
I/` � L "',* "s 33
L2.T'
ISV' 0.4" S.9-
6,25"
It,3"
4.4"
4.1" 8,23"
10.3� 4 0 "" 11
12.5L
13.4" 5.2- 4.8'
US'
%3+'
3.6'
3.3" 6.2.5-
S. 2' 16' ILY
I',-
?5
C4-
I1.T 4.3
6.25
21L
3 S"
2.31' E�15
9,2:� 15 3'.
'2:1 33'
"M D
6.2s"
I'a
10 W 4-1: 3.5'
0, V:
0 IS 1:11:
701
21 0
9. V 3.5 3. 11
1
16 al:"
0, 11
1 Sk a,
6ji�
a:
, a ,: 11
1 2 1 A� -IP -- I
AACMDA PRESSURE
FTV If I
!,
CINIXTYPI:
a ZZ C3 C4
M CZ 1 .4
�L C2 M
NM
48
52.
11
12.7
ma, 16,0,
10,9,
14.5"
2.S"
12.57'
16.0" 14.0" 63"
idol, I...
&R.
%z r.
-a,-
L51111 &,L.-
1. mr,
B., B W.
12. S"
MIT 16,0'
7.5'
125
16,0'
L4.7d' 6X'
125'
16.0' 14.7 - 64
_L7_5"
L2.5"
MW 1&0'
34 9' 147�
ED"
&D'
11 S"
ILS"
16D`
16 Q"
14 7" 5.11-
14 7' B.fl-
12. V
12.5"
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41
ANCHOR NOTES:
I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MALI( ;14UM ALLOWABLE ANCHOR SMICING, MAXIMUM ALLOWABLE SPA145 AND PRESSURES INDICATED
IN SPAN SMEDULE SMALL APPLY.
2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING4 IKE "ISTENG STRUCTURE
MATERIAI, III ANCHOR TYPE. SELECT DMGN LOAD GREATER THAN OR eQUAL TO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHU77ER SPANSELErr
CONNECTIONTYPE BASED ON APPROPRIAT E MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEET �. FOR IDENTIFICATION OF CONNECT ION TYPE).
3 "PAWL PASTMERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EMUSIOM
(7- -TRACK, STUDDED ANGLE, ETC) USES.25'O.0 PANEL PASTENERSPAC3NG TABLE VALUES FOR
ALL 'H` - AND "U'-HEADEMS (INCLUCH NG BUILDOU7 CONDM-S)
4 ANCHORS SHALL BE INSTALLED IN 4 OCORDANCE WITH MANUFACTURERS' RECIPMHENCLATIONS.
5 HOLLOW SLOCK HOST STRUCTURE SHA" CONFORM TO ASTM C90 BLOCK.
6: MINIMUM EMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE,
7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BFUCK, AND OTHER WALL
FINISHES WALL FINISHES SMALL BE LIMITED TO Lf4' MAN OR SHALL OF VERIFIED BY OTHERS 70
ADEQUATELY TRANSFER LOAM TO HOST STRUCTURE
& CONCRET E ANCHORS NOTED HEAEIN SHALL BE EMBEDDED TO UN -CRACKED CONCRM ONLY
9� WHERE E)ITSTENG STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY FIELD
VERIFY THAT FASTENERS ARE INTOADEQUATE VIODD FRAMING MEMBERS, NOT PLYWOOD. FMI'MING
TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
10. WHERE ANCHORS FASTEN TO WAROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD Z,' EDGE DISTANCEIS ACCEPTABLE FOR WOOD
FRAMING), WOOD STUD SHALL BE -.MTHERN PI E" G-0.55 OR GREAT81 DENSITY LAG SCREW
SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD,
11 REMOVAS ANCHDRSARE OSWALT PANELMATE, ALL -POINTS Sal-10-SET& BRASS BUSHING
L2 MA04NE 9-REWS SHALL HAVE 10- MINIM M ENGAGEMENT OF T)HREA DS I rsrrO THE ME
ANC40R AND MAY HAVE EITHER A PAN TRESS 11� WA.F11.,1,CA0,,,j;l1I1EwAL.K SOL T, U N .0
MG, EXC C�r
MINIMUM EMBEDMENT Allt� EDGE WTA STUC CIT "ALL NISHES,
14 DEAGNATESS ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
1 -9 DIRECT MOUNTING CONDITIONS
IS LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
THIS SHEET
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