HomeMy WebLinkAbout36493 Flats St------------
U')
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U-)
to
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LO
10
CP
Cq
LO
CN
AB or A.B.
Anchor Bolt
ABV or Abv.
Above
AC or A/C
Air -Conditioner
ADJ or ADJ.
Adjustable
AFF or A. F.F.
Above Finished Floor
AHU or A.H.U.
Air Handler Unit
ALT or ALT.
Alternate
BC
Base Cabinet
BF
Bifold Door
BK SH or Bk Sh
BookSheff
BILK or BLK.
Block
BLW or BLW.
Below
BM or Bm.
Beam
BOT or Bot.
Bottom
BP or B.P.
Bypass(door)
BRG or BRG.
Bearing
C
Carpet
CAB
Cabinet
CIR or Cir.
Circle
CJ or C/J
Control Joint
CLG or CIg.
Ceiling
CMU
Concrete Masonry Unit
COFF or Coff.
Coffered or Tray Ceiling
COL or Col.
Column
COMM or Comm.
Community
COMP or Comp.
Compressor
CONN or CONN.
Connection
CONT or Cont.
Continuous
CSMT
Casement
CT or C.T.
Ceramic Tile
D or D.
Dryer
DB
Door Bell
DBL or Dbl.
Double
DCF
Decorative Cementitious Finish
DEC or Dec.
Decorative
DED or Ded.
Dedicated (outlet)
DIA or Dia.
Diameter
DISP or Disp.
Disposal
DIST or Dist.
Distance
DMF
Decorative Masonry Finish
DS or D.S.
Drawer Stack
DTL
Detail
DV or D.V.
Dryer Vent
DVP or D.V.P.
Diverter Valve (plumbing)
DW or D.W.
Dishwasher
EA or Ea.
Each
ELEC or Elec.
Electrical
ELEV or Elev.
Elevation
EQ
Equal
EWorE.W.
Each Way
EXP or Exp.
Expansion
EXT or Ext.
Exterior
FBC
Florida Building Code
FDN or Fdn.
Foundation
FFB
Finsh Floor Break
FG
Fiberglass (Shower Pan)
FIN
Finished
FIN FLR or FF or Fin. Fir. Finished Floor
ABBREVIATIONS
FIX or FXD
Fixed
FLR or Fir.
Floor
FLR SYS or Fir Sys
Floor System
FOM or F.O.M.
Face Of Masonry
FP or F.P.
Fireplace
FIR DR
French Door
FIRT
Front
FT or Ft.
FooV Feet
FTG or Fig.
Footing
FXD GL
Fixed Glass
GALV or GaIv.
Galvanized
GC or G.C.
General Contractor
GFI or G.F.I.
Ground Fault Interrupter
GT or G.T.
Girder Truss
GYP BD or Gyp. Bd.
Gypsum Board
HB
Hose Bibb
HC
Hollow Core
HDIR or Hdr.
Header
HGT or Hgt.
Height
HH or H.H.
Hand Held (plumbing faucet)
HORIZ
Horizontal
HS
Hard Surface (flooring)
ILO
In Lieu Of
INSUL or Insul,
Insulation
INT or Int.
Interior
KANALL or K/Wall
Kneewall
KS or K.S.
Knee Space
LAUN or Laun.
Laundry
LAV or Lay.
Lavatory
LF or L.F.
Linear Ft.
LL
Lintel Length
LT
Laundry Tub
MAS or Mas.
Masonry
MAX or Max
Maximum
MC
Medicine Cabinet
MFIR or Mfr.
Manufacturer
MGT
Management (room)
MIN or Min
Minimum
MIR or Mir,
Mirror
ML or M.L.
Microlam
MONO or Mono
Monolithic
MW or MICRO or Micro.
Microwave
NTS or N.T.S.
Not to Scale
OE or O.E.
Owners Entry
OPNG or Opn'g.
Opening
OPT or Opt.
Optional
PC
Pull Chain
PED or Ped.
Pedestal
PH
Phone
PKT or Pkt.
Pocket (Door)
PIL or P.L.
Parallam
PLIF
Pounds per linear foot
PLNT SHILF or Pit. Sh.
Plant Shelf
PLT HT or Pit. Ht.
Plate Height
PSF
Pounds per square foot
PT or P.T.
Pressure Treated
PW or P.W.
Pre -wire
PWDR or Pwd.
Powder Room
RA or R/A or R.A.
Return Air
RAD or Rad.
Radius
RAG or Rag.
Return Air Grill
REC or Rec.
Recessed
RECEPT
Receptacle
REF or Ref.
Refrigerator
REINIF
Reinforcing
RECID or Req'd.
Required
RM or Rm.
Room
RND or Rnd.
Round
RO or R.O.
Rough Opening
RS, R/S, R/SH or R&S
Rod and Shelf
SC
Solid Core
SD or SO.
Smoke Detector
SGD
Sliding Glass Door
SH or Sh.
Shelves
SHT
Sheet
SHWIR or Shwr.
Shower
SL or S.L.
Side Lights
SPECS or SPECS.
Specifications
SPF or S.P.F.
Spruce Pine Fir
SQ FT or SF or S.F.
Square Foot (feet)
SQ or Sq.
Square
STO
Storage
SW or S.W.
Shear Wall
SYP or S.Y.P.
Southern Yellow Pine
TB
Towel Bar
TEMP or Temp.
Tempered
THIKN or Thik'n.
Thicken
TOB or T.O.B.
Top of Block
TOM or T.O.M.
Top of Masonry
TOP or T.O.P.
Top of Plate
TP
Toilet Paper Holder
TR
Towel Ring
TRANS WDW or Trans.
Transom Window
TYP or Typ.
Typical
UC or u.c.
Under Counter
UCL
Under Cabinet Lighting
LINO or U.N.O.
Unless Noted Otherwise
V or v.
Valve (shower or tub/shower)
VB
Vanity Base
VERT or Vert.
Vertical
VIL or V.L.
Versalam
VTR or VTE
Vent through Roof / Exterior
Worw
Washer
W1 or w/
With
WA or W.A.
Wedge Anchor
WC or W/C or W.C.
Water Closet (toilet)
WD or Wd
Wood
WDVV HDR or WDW. HDR.
Window Header
WH or W.H.
Water Heater
WIC or W.I. C.
Walk-in Closet
WM or W.M.
Wall Mounted (plumbing fixture)
WP
Water Proof(ing)
WS
Water Softener
WWF
Welded Wire Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
03-27-14 1.0 NEW BASE PLAN
12-28-17 2.0 2017 FBC CODE UPDATE
08-23-19 2.1 TREVESTA 150-C ENG.
12-19-20 3.0 FBC 2020 CODE UPDATE
11-29-21 4.0 ADDED ELEV KLM PER C.M.
REV. 06.23.22
07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM
3326 Al B1 KLM
INDEX OF DRAWINGS
I SHEET DESCRIPTION I
SHEET
No.
CS
COVER SHEET
1.1
FLOOR PLAN
1.2
SECOND FLOOR PLAN
2
INTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
3.1
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAIL
4.1 FIRST FLOOR ELECTRICAL PLAN
4.2 SECOND FLOOR ELECTRICAL PLAN
5 HVAC PLAN
6 FOUNDATION PLAN
7.1 FLOOR FRAMING PLAN
7.2 ROOF FRAMING PLAN
Ll LINTEL DETAILS
SN STRUCTURAL -NOTES
SN1 DETAILS
S3M MONO DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFI T DETAILS
Di SECTIONS & DETAILS
D2 SECTIONS & DETAILS
D3 -SEC,TIONS-.&-D-ETAI-L-S-----
WP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALNUMBERS
PA1.1 PRODUCTAPPROVALINUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
PA1.3 PRODUCTAPPROVALNUMBERS
PA1.4 PRODUCTAPPROVALNUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, onnissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any quesfions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the 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 seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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HEADER SCHEDULE
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HEADER SIZE
REMARKS
(2) - 2XIS #2 SYP W/ 1/2'
FILITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2XII 0 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2XII 2 #2 SYP W/ 1/2"
FILITCH PLATE
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2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
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LVIL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FILITCH PLATE
Bearing Wall Call Out When
I
, Straps are Required
VERIFY W1 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
18JX254
S.H.
13
20X38J
18JX37J
S.H.
14
20 X 501
18JX 50
S.H.
15
20 X 63
18 4 X 62 4
S.H.
16
20 X 72
18 4 X 714
S.H.
11-12
27 1/4 X 26
26 X 25 J
S.H.
111-13
27 1/4 X 38 J
26 x 37 1
S.H.
IIH4
27 JX 501
26 x 50
S.H.
11-15
27 J X 63
26 X 62 1/2
S.H.
1H6
27JX72
26 X 71 1/2
S.H.
22
37 J X 26
36 J X 25 1/2
S.H.
23
37 4 X 38 J
36 X 37 3/4
S.H.
24
37 J X 50 J
36 4 X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37JX72
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 J
52JX 37J
S.H.
34
54 X 501
524X50
S.H.
35
54 X 63
52 J X 62 J
S.H.
36
54 X 72
52 J X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.
FIRST FLOOR PLAN - ELEV-Bl_
SCALE: Y4"=V-0"
General Notes
R302.5 Dwelling/Garage Open ing/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.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated Within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above flr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11B 1 "
FIRST FLOOR LIVING 1816
SECOND FLOOR LIVING 1510
LIVING TOTAL 3326
GARAGE 453
ENTRY 66
TOTALAREA 3845
PATIO 24
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
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EXT FRAME 2 x 6
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CONDITIONED CEILING
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FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
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(2) - 13/4" X 9 1/4"
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Follow Q/S4. See Plan for
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FLITCH PLATE
Bearing Wall Call Out When
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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
118JX25�
S.H.
13
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184X371
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18 J X 50
S.H.
15
20 X 63
18JX624
S.H.
16
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18 J X 714
S.H.
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27 1/4 X 26
26X25J
S.H.
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27 114 X 38 J
26 x 371
S.H.
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26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
364X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37JX 501
36JX 50
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37JX 63
36 J X 62 1/2
S.H.
26
37JX 72
36 J X 71 1/2
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DOUBLE 2 WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
94 X 38J
52 J X 37 J
S.H.
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35
54 X 63
52 4 X 62 J
S.H.
36
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52 J X 71 J
S. H.
39X59
40 X 59
N/A
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79 X 59
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SECOND FLOOR PLAN - ELEV-B1
SCALE: )/4"=V-0"
General Notes
R302.5 Dwelling/Garage Open ing/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.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above flr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN
SEE SN SHEET ru 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
WALL LEGEND
1711111111111771 MASONRY HGT. @ 8'-8" A.F.F.
MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
I I I I BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131 11
FIRST FLOOR LIVING 1816
SECOND FLOOR LIVING 1510
LIVING TOTAL 3326
GARAGE 453
ENTRY 66
TOTALAREA 3845
PATIO 24 1
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 FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
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(INSTALL BAFFELS AT EAVE)
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Residential
71h Edition, Engineees signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and see).
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RETURN TO_
WALL DETAIL,
A SCALE: NTS
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STAIR SECTION
SCALE: 1/2"=V-0"
STAIR CALCUTUNS:
TOTAL RISE = V-0 3/4'
(16) RISERS AT 7 9/16-
10"TREADS w/ I'NOSING
Stair and Railing 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
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 Inch.
Windom:
VkAnder 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. V\Ander 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 1/2 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 11/2 inches between the wall and the
handralls.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 Inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be 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.
3/4"PLYWOOD
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To the best of the Engineer's knowledge, information and belief,
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the structural engineering portions of the drawing pages bearing
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Residents] 7th Edition. Engineer's signature and seal is only for
Me structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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To the best of the Engineer's knowledge. information and belief,
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drawings comply with the 2020
Florida Building Code
-
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7th Edition. Engineer's signature and seal
is only for
the structural engineering pordons of the drawing pages bearing
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.
150A/200A INDOOR
PANEL CENTER
#14 to lights & outlets
#12 to appliances and GA
#8 to Range
#6 to HVAC
-A,
T/--150=2/0
200-4/0 in 2" Conduit
200 amp
150 amp
UNDERGROUND IDis
SERVICE BY POWER CO.
INTERSYSTEM
BONDING
TERMINATION PER
NEC 17,250.94
Bare Cu Ground
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
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
4 M � 1 1 6 ; 6 ;6 a 1 11 CODES AND THE LOCAL POWERIUTILITY COMPANY.
ect ca out et e g Is as measu, ed om lin s ed oor to center Jne0I Ule box to : 16 Arr kgenerall.
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.
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.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
PqF
DUPLEX OUTLET ABOVE COUNTER
L"N
FE7W.P.
WEATHERPROOF DUPLEX OUTLET
I 4=-�
tj';Z;O-G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
Qa
HALF -SWITCHED DUPLEX OUTLET
I r-h
7-1.1"
SPECIAL PURPOSE OUTLET
_Vmi_
mr
DUPLEX OUTLET IN FLOOR
lznsl
Pj��E
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
�4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
PH]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
mpg
ELECTRIC PANEL
_01111i
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
5INK
OHOV5NT
KIT OTO
0/ � I--,'
15'-0"
VERIFY METER
LOCATION WITH
BUILDER WP hh
r-IM T H.B.
�AV
14 L3 11
tl
PLUMBING RISER
NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
FIRST FLOOR ELECTRICAL PLAN - ELEV-B1
SCALE: )/4"=V-0"
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To the best of the Engineers knowledge, infonnalion and belief,
the structural plans and specifications contained within these
dravitings comply with the 2020
Florida Building Code
-
Residential
7th Edition. Engineer's signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
1114
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44"AFF
Bathroom 39"AFF
Laundry Room 36" AFF
Exterior Waterproof 12"AFF
Garage - general purpose 44"AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, Wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With LIL 217.
6. Provide AFCI's (Are -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/LIL 2034, standard for single and multiple station CO alarms or
LIL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
L=h-
DUPLEX CONVENIENCE OUTLET
pq5z:
DUPLEX OUTLET ABOVE COUNTER
kln1_
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
L1r_1h
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
�_o
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
#P.C.
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)
4�9
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
US13
TELEPHONE/USB (OPTIONAL)
FT7q
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
150AI200A
INDOOR
PANEL
CENTER
10 #14 to lights & outlets
NEMA 1 10 #12 to appliances and GFI
150 AMP/
200 AMP 0 #10 to WH
01 #8 to Range
01 #6 to RVAC
R�
5 N
200 amp
150 amp
UNDERGROUND [Dis
SERVICE BY POWER CO,----_
INTERSYSTEM
BONDING
TERMINATION PER 5P
150=2/0
200=4/0 in 2" Conduit
Bare Cu Ground
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/LITILITY COMPANY.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SWITCH & LIGH
IN ATTIC SPACI
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
BEDROOM 6
�\, 12
6/
ROUGH -IN FOR
OPT. CLG. FAN/
LIGHT PRE -WIRE
/ j I
- - - - - - - - - - - - ve
W.I.0
0
C.M./S.D.
LOFT
\R1, 12
ROUGH -IN FOR
I
OPT.CLG.FAN/
LIGHT PRE -WIRE
TO
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qp
ROUGH -IN FOR
OPT. CLG. FAN/
if 6/ LIGHT PRE -WIRE
/BEDROOM 5
UjV
BA. 3
Fl�
ROUGH -IN FOR
OPT. CLG. FAN/
if LIGHT PRE -WIRE
BEDROOM 4
6
— — — — — — — — — — — r — — —
ROUGH -IN FOR
OPT. CLG. FAN/
LIGHT PRE -WIRE
BEDROOM 3
SECOND FLOOR ELECTRICAL PLAN — ELEV-131
SCALE: Y4"= V-0"
on
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C14
to C-4
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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ATTIC VENTILATION CALCULATIONS - 131
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.
SO. FT.
SO. IN. of
by Upper
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IN. of
of
ventilation to
SQ. IN. of
SQ. IN. of
Ventilators
ventilation soffit
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vented
be provided
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(See Elev)
required needed
required
soffit
by upper
needed
ventilators
Main
0
2
Floor
733
704
101
352
25
176
276.0
0.0
276.0
(Zone 1)
Main
0
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Floor
49
47
7
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2
12
0.0
0.0
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0.0
Upper
12
2
Floor
1552
1490
213
745
53
372
456.0
(Zone 3)
180.0
276.0
--NOTE--
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
ZONE-2
ATTIC SPACE
49 SQ. FT.
ROOF PLAN - ELEV-Bl_
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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3-1/2" MIN 3000 PSI CONC, SLAB FOR KITCHEN
HERNANDO COUNTY ONLY ISLAND LOW 1
7
7
3-1/2" MIN 2500 PSI CONC SLAB OVER 6
co
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A I 1A I I I I"T-. 1. 1. 1. 1. 1. 1. 1. 1. 1. it. 1. 1. 1. 1. 1. 1. 1-1
W/ (3) #5'S E.W
W/ (3) #5's E.W.
21'-6" 8'-5"
3'- 10"
TOP OF CONC./
2STORY 119 7. O�
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I'j BELOW FIN. FLR i iq v - -n?,
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18'-4"
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TYP.
t 18'-10"
........
1 PROVIDE Y2" K
x 9 y2"
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INDICATES FILLED CELL w/ 3000 PSI
CONC. GROUT FROM FT. TO BEAM W/
(1) #5 REBAR VERT ABOVE SLAB TYP
W.C. -I
I
RECESS
FOR FIRT.
DOOR ......
@ ALL PLACES SHOWN HOOKED FTG.
TO
.3.
DOWELS 5" EMBED W/ 2.5" EXT. ABOVE
STUB UP
2ND FLOOR
SLAB "GRADE 40 STEEL"
FOR A/C I i PLUMBING Lo
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HVAC CHASE
LINE Td
SECOND-
SHOWER FLOOR:
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LOCATION
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TYP @
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2 STORY
2STORY
A
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&D
51 -01,
LAV. LAV.
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PAD
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TYP @ 1
STORY
FOOTING T 2 -
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4)
TYP @ 2 STORY
3,-57a" L 2,-6k L 6-
4-
FOUNDATION PLAN MONO — ELEV—B1
SCALE: Y4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "I"' 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
VVVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
0 LA
REINF. SEE PLAN. FOUNDATI NP N
LU
4 x LU
CONTROL JOINT DETAIL
SCALE: 3/4" = V-0"
#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.C.
**Alternate:
zl;Z 1� —1
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"
vow
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cc
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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 seat is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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2x4 STUDS W/ USP -
SPT22 @ BASE SEE
J/S6 FOR MORE
INFO.
16" FLOOR SYSTEM
SEE PLAN FOR
DIRECTION
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 BASE PLATE W/
USP LSTA30 OR
MTW12 TO FLOOR
GIRDER BELOW @ 16"
O.C.
FLOOR GIRDER
SEE PLAN FOR
CONNECTION
SECTION @ FLOOR
CONNECTION r2 2
SCALE: 3/4" = V-0"
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
/IND SPEED (ULTIMATE) 140.0 MPH
AND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY � C
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
WIND AREA
VALUE DENOTES PRESSURE
HIP ROOF >20 TO 45 DEG.
a=4ft [4:12]-[12:12]
/*x
(SO FEET)
VALUE DENOTES SUCTION
AREA
ROOF
1
2e
2r
1 3
1 3e
I 3r
HIP
-35.94
-49.57
-49.57
49.57
1
1
10
-38.22
-38.22
-60.99
-60.99
-60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1 667 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:
SHINGLE: Y16" EXP. 1 eylO or 1V32" EXP. 1 (3 yl 6)
!LLL 1y32" EXP. 103/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2)/8"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"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.
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP -
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
5'511
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8-8dxl 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10-10dxll/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 314" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 Odxi -1/2"
HTT5
5795
5/8" ANCH. 1(26) 10d x1-1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4"x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
176014095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT-M
494043555
w/ (16) 1/4"x 3" SOS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED W/
SIMPSON SET W/ 12" MIN.
EMBEDMENT.
j657
T
(2) LGT3
O_M 6960-F
_M 50E
1
4730-M 501 0-F
OE
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) 5/8"ATR w/ 12"
EMBED W/ SIMPSON "SET"
,EPDXY
MUGT15
4175
22 -1 Old x (1) 5/8" ATR wt 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
31 00-M 4520-F
31 00-M 3800-F
w/ (32) 16D SI
(10) 1/4" x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
1 10 - 10d
SPT22
735
8 - 10d
SP2
1010 1
605
1 12 - 10d
SPT24
1090
12- 10d
HCP2
590
1 555
1 12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION,
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6")
STEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48' OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. RI
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING
TO BE STAGGER ED 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 DI 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 DI FOR
ROOF FRAMING
DETAILS
FLOOR FRAMING PLAN - ELEV-131
SCALE: Y4"= V-0"
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineees signature and seal is only for
the structural engineering portions of the dravAng pages bearing
Engineei's
signature and seal.
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RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
�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 a=4ft [4:12]-[12:12]
/Amr-M ROOF I .2e 2n 2r �3 )e ar
HIP -35.94 -49.57 -49.57 -49.53
10
I GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78,581
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"0.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (2Y16) or 1Y32" EXP. 1 (1�1'6)
TILE: lV32" EXP. 102/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"xO.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED
%A11'rU AOr" CIPW7 00MC1 Al 'tAA '31/- A 411- KIA11 0 r%M A0'rRA ClrP'7 MOM0 AA 12. 11M. KIAI# 0
k x . I - k X. 1
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875(1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18)1/4"x 3"SDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4' x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-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" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
M
IVGT-F
4940
3555
w/(16)1/4"x3"SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4-
x 2 1/2"SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
10051915
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 1 Od
P
HUS26
1320/3235
1335/2820**
_20-16d_X31/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
-
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT- M
4940
3555
wl (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
518"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" SOS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -10d x (1) 5/8"ATR W/ 12"
EMBED W1 SIMPSON "SET"
EPDXY
MUGT15
4175
22 -10d 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
31 00-M 4520-F
31 00-M 3800-F
w/ (32) 16D SINKERS &
(10) 1 A" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
HTS 20
1310
1245
24-1 Od 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
590
555
1 12-1 Old x 1 1/2"
HHCP2
680
570
1 (20)1 Old x 1-112"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA!S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
Fma 1ErvEACr1kD) 1RUSSWED 10 CH ^ I RUSS I Or CHORD tcv EVER T IN I crlacu 1 Irmu
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING,
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-B1
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
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed joints.
2. Shore filled linteis as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-1-intels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L/1 80.
6. Bottom field added rebar to be located at the bottom of the ]Intel 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 accordancewith ASTM C-926 or other approved
coating.
12. Lintells 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 UNTEL MANUFACTURERS: CASTE-CRETE, QUALP, LOTTS
FORM GROUT SOLID
8F8-1B/1T 8F8-OB11T 8RF&-OB/IT C?
_J
0 0
0 #5 BAR CONT.
0 0 01
8RF14-0B/1T 81=11I 8F16-
8RF14-1B/1 1B/1T
8F12-1B/1T
C) 0 0 0
8F20-0B/1T
8 V' LINTEL DETAIL
9-d-, 7171 M�.�dk- SCALE N.T.S.
MEN
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REBAR
IN.
AT TOP
(1) REQ'D
ALTERNATE POWERS
GROUT / U = UNFILLED
4
R = RECESSED
LEAR
STEEL LINTEL
CITY. OF #5
A
F_ REBA @ BOTTOM
OF LINTEL CAVITY
4
-.m*
--- C.M.U.
#5 REBAR AT TOP
MIN. (1) REQ'D_
1-1/2" CLEAR
144A
:A
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4
6t-16-
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MATERIALS
16 GAUGE POWERS
r7c-p-re-,cesintels = 3500 psi.
STEEL BOXED LINTEL
2. PC prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11" slump.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1. Refer to manufacturers specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7/32 wire per ASTM A51 0.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitluos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
UPLIFT
CONNECTOR
TYPICAL
(SEE PLAN) -
HOOK LINTEL
REINFORCING
INTO SIDE
PROVIDE STD.
90'HOOKW/MIN.
25" LAP SPLICE
ON EA. END-,
PROVIDE
KNOCK -OUT
BLOCK FOR FIRST!
COMPLETE CMU
COURSE BELOW
SILL & FILL SOLID
L_Iiiiql) #5 BAR
CONT. PRECAST "U" LINTEL
FILLED SOLID W/ 3000 PSI GROUT
(SEE LINTEL PLAN FOR MINIMUM
GROUT TO BE SIZE & REINFORCEMENT)
FLUSH WITH STANDARD90
TOP OF WALL--\ /-DEGREE HOOK
PROVIDE 3"x3" HOLE
IN BOTTOM OF
PRECAST LINTEL TO
EXTEND WALL REINF'
J
THROUGH AS REQ'D.
REBAR BOTH SIDES
REBAR BOTH SIDE
OF OPENING U.N.O..
12 OR LESS
OF OPENING U.N.O.
k: -Y I
.4
I X1
4.
SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN
FOOTING REQUIREMENTS FOR LOCATION
INSTALL MIN. 25" LAP
SPLICE BETWEEN WALL
REINF. & LINTEL TOP STEEL
AT EACH SIDE OF OPENING
- TYP. CONT. BOND BEAM
8" x 8" x 16" K.O. LINTEL
BLOCK FILL w/ 3000 PSI
GROUT w/ (1) #5 DIA. REBAR
a.
Z a.
INDICATES
FILLED CELL
FROM FTG. TO
BEAM W/ (1) #5
BAR
8" x 8" x 16"
CMU U.N.O.
TYP. DOWEL
25" MIN LAP
(AC1530)
(ZWC:AD r_7DARAr_: tr-ih r_: nD RAI 11 TIDI C: 1A11KIMn%A1Q
SCALE: 31W = V-0
REVISION 10-19-16
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,
drawings comply with the 2020
Florida Building Code -
Residential An Edition. Engineers signature and seal is only for
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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, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(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 ± 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 51TMS 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.
DEADLOADS:
11.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
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
TOP CHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 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 7' = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS,
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4,1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTIVI 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.
3-
2"
1 Y2"
y4"
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7*'AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.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 F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4,3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL COR-SIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 1Gd = 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN,
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate I Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
I 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
14" away from the building side walls.
3. Inigation/s
,Thnlder systems includin
iall risers and
spray hea s shall not be installed wi hin 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 gradO 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 subs ent installation of tra
etc., shall be made with permanent metal or plastic formsNeu rmanent forms must
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - MINT unn 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfa I occurs befdre vapor retarder placement,
retreatment is required,
9. FBC-R R318.1.5 - Cincrete ovepm� and mortar along the foundation perimeter
must be removed be ore exteno sol treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within 14" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction,is comp!etq, including landscaping and irrigation. Any soil disturbed
after the vert Cal 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 buildin epartment
b i licensed past control company before a certificate of occupancy will%9 issued.
TUcertificate 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 1 '4' of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES,
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION,
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Rodda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineer's signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
WALL SHEATHING
. ......
........ ....... .....
. ........ .......
1.1 [1
.......... .. ......... .........
.....................
.......
....................
........ .. ..... .... ... I ...
...... .
16GAxl-1\2" LONG (3/4"-l" CROWN) MAX.T. 16GAxl-1/2" LONG (3/4"-l"
STAPLES @ 6" O.C. VERT BETWEEN ....... CROWN) STAPLES @ 6"
STUDS (NOTED THUS:-) - OFFSET
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**
101-011
TANK -LESS W_/H
CORNER OF L__J
H
GARAGE SIDE 00 0
OME H C G
Oil
U)
51-
STUB-OUT FOR
-Off
_J to
1 0
GAS METER 0
9
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 COUN-'FY**
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS"
2" X 4" @ 16" O.C.
7'-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
101-811
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-9"
(3) 16d TOENAILS
2" X 10- @ 16' O.C.
161-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
61-1 0'
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
ill -011
(2) 16d TOENAILS
2" X 10" @ 24- O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
151-41'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BC18Joist
Backer Block
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
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
I wood panels
2 x + 5/8" or 3/4" wood panel
f
902.0
-
2 x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL
Cn
CONT. #5 STD. 90*
HOOK
BAR
STD. 900 HOOK BOND BEAM
BOND BEAM STEP
CONT. #5
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJ1
",_�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.
1/8" min. )Small
2" max.
" max.
gap 2'min.
T
—1 --------
/171 1
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection. -------
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener A 2" min.
4
Pl
i
h
d
il f
h
id
i
h 2
f 10d
il
Web Stiffener Fastener Schedule I
Joist Bearinq Lo
Series Fbepth End Intermediate
2-8d
BCI 5000s�
11 -7/8"
14-
2-8d
2-8d
3-8d
I 5-8d
BCI 6000s@
BCI 6500se,
9-1/2"
7�1",!
�!�_41
16"
2-8d
2-8d
2 8d
27da
� 2-8-d
2-8d
3_8d
5-8c
6-8d
BCI 60s8
11-7/8", 2-8d
14
3-8d
16" 1 2-8d
1 6-8d i
BCI 90se
11 -7/8" � 3-16d 3 16d
14" 15-16d _54
)
ace jo
sts toget
er an
na
rom eac
s
e w
t
rows o
na
s
required when indicated or 4" max. �6
16" � -16d'
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
OF THE JOISTASA REQUIRED LEAVINGY8"GAP @ TOP sides by 6". - Hangers with side nailing.
- 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.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below.*
w
consideration. Check
local building
--- 11/16"
code for appropriate
details in
One 10d box
areas=20 of high
or--21 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES ----\
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls
higherthan 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pff max. along bearing wail
Required on interior walls for vertical load transfer Plumbing
when load bearing - for lateral support when joists I 1
meet over wall, or wall stacks directly over wall or LJ
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
Whe
3/4" minimum bearing for each. I -Joist can be offset
1
up to 3" to avoid
vertical plumbing
E
3" max
J
OISTS OFFSET
Provide adequate bearing
for each lapped joist. Use 10dx3" nails at Vo.c. for all joist
require additional consideration.
blocking panel *Non -stacking walls
nails
SECTION INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
CKOUT EXEMPTS)
NO
(see table below) D
(see table below)
O-L-0
CID J0
r%
1 D<44
A 13/i'ROUND HOLE MAY 6-1 DO NOT CUT HOLES
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN
THE WEB. PROVIDE AT IROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. lY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S.
SIMPSON MGT t
w/ (22) 1 Od
NAILS TYP.
I �GIRDERTRUSS
r-2XTOPPLATE
5/81
THRU
BOLT
2 X B.U.0
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
4"PVC-
SLEEVE THRU STEM
A/C CHASE
WALL
a
MIN
1"INIP1111
Backer block (12" wide min.)
-111
Nail with 10- 1 Od nails.
Install tight to top flange.
SLEEVE THRU STEM
Joist hanger SEE PLAN FOR
FOUNDATION INFO 4'
STEM FOUNDATION
Filler block.
Nail with
10-1 Od 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 fight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
e
/height
requirements
0.6 X Joist
F. depth
\�L - IN
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
(2) #5 REBAR
'�—A/C CHASE 4' �PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META1 2 META1 2 TSS
INSTALLATION @ MID SPAN
SIMPSON H10A
w/ (18) 10d x 1 1/2"
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION�
F �Iyiliu
NOTE -
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
REQUIRED)
PLUMBING LINE
PVC OR SCH40 SLEEVE
r
. ;�
M
SEE FND. PLN.
SIZE & REINF.
12"BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'-0"-
CENTERED @ PIPE
PENETRATION
4.
/� PVC OR SCH40 SLEEVE
PLUMBING LINE
A ..4
16 0A 'A
SEE FND. PLN.
SIZE & REINF.
A
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERI
PENETRATION PLUMBING LINE
ED @ PIPE
4 /,a/
A A
A
4
A
A
Iq 4 A
SEE FND. PLN.
SIZE & REINF.
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the struct ral plans and specifications contained within these
drawingsucomply 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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518"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
TR
5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
S T RE N G T
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
L
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
G Y P T Y P E X'
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
EA
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
B IT B L E RO 0 M
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
SE
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS.
CONNECTIONS.
CO
JFB
8"l NOMINAL BLOCK WITH
TOP PLATE
S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
TOP PLATE
2x BLOCKING HORIZONTALLY@
(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
2
SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
. . .
1/2" CDX PLYWOOD OR 7/16" 0 S B
(12) 10d NAILS U.N.O.
FOR UNDERLAYMENT
@ 16" O.C. W/ (2) 10-4- (R302.1 1)
16d TOENAILS T & B
SHEATHING REQ'D. FORALL x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1)
24 v
)LT 0) O.C. w/
5/8"' x 10" "J" BOLT @ 24" O.0 w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
2"ox3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"xl 2" TITEN H D @ 24"
PRE ENGINEERED WOOD
z
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN
O.C. OR 5/8"x10'WEDGE ANCHOR
NSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & l
SLAB & BLOCK
EDGES, AND @ 12" O.C. @ FIELD
"SIMILAR AT FOUNDATION ONLY"
HURRICANE ANCHOR @ EACH
ROOF FLASHING AND ROOF FLASHING
@ 6" MAX FROM END OF 2 x PLATE E
IMPSON SP1 w/ (10) 10d NAILS
5/8" x 10""J" BOLT@ 24"0. W/
IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS
COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/
N 3-
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
7`0/16" PLATE WASHER (TYP.)
STEP, SIZE OF FOUNDATION AND
METAL PL. UNDER EA. TRUSS
w/ R903.2, FLORIDA BUILDING CODE
CHAIRS (TYP.) WWF OR FIBERMESH
ELEV. U-0"
OL
(ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
A.F.F.'-r
x W xW
x x
7 7
SHINGLE ROOF, SHINGLES TO
.
A A -
.
O.C.)
@2 WW F OR FIBERMESH
ATTACHMENTS 2"
WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM
ffM
LW11 I
ELEV. 4-3 1/2" Z
OLb
3 1/2" MIN.
3 1/2" MIN.
,4 IV,
D7158-CLASS G or H, or ASTM
D3161 CLASS F, IN
I I I I I
A. F. F. '�F 0
2x4 CON T7—/ U-
P.
12 ACCORDANCE TABLE
1 1 r
. -, -
I>. . - A' 1/2"(min.) 4"
/2 m .4"
1 in.)
w/
11 C�
CN
Z� - .
2�
00
:TYP) V R905.2.6.1, FLORIDA BUILDING
,(T:y P 7.) ARIES CODE 7TH EDITION (2020)
GARAGE DEPTH VARIES
31/2'l
3 1/2"(min.). - 4'
RESIDENTIAL
ROOF SHEATHING - SEE
INSULATION LE SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
(2) #5 CONT. 4-
(2) #5 CONT. -7 4"
FRAMING SHEET FOR
0. MIN.
U.N.-
U.N.O. MIN.
"C
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT rG
GARAGE SLAB AT STEP rB**�
TYPICAL BEARING WALL (o) STEP 0 SHEARWALL
TYPICAL BEARING WALL @ STEP K C�
ELEV. VARIESl
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
�3
SCALE: 3/4"=V-0"
"SHEAR WALL" SCALE: 3/4"=1'l
SCALE: 3/4"=1'-0"
�3
5/8" OR 1/2" HIGH ALUMINUM DRIP
N'll
STRENGTH CEILING EDGE
BOARD PER CODE (OR 5/8" LUMINUM FASCIA
10"
GYP. TYPE 'l @ GARAGE
\12'
slerlo,
W/A HABITABLE ROOM N.O. 2x SUB FASCIA
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
,
ABOVE) W/DRYWALL EE STRUCTURAL
NAILED W/ 8d COMMON NAILS @ 4- O/C
SCREWS @ 7- O.C. SOFFIT SHEET SS
/-2x S.P.F. S S 16" O.C.
-
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
2x STLIDS@ 16" OIC
CEILING & 8" O.C. WALLS
STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
8"x8"X16" KNOCK -OUT
LOADBEARINGOR ,,,-2x
INSULATION PER FBC AND ENERGY
-0
2x BLOCKING HORIZONTALLY@
INSULATION PER BLOCK W/ 1#5 CONT.
EXTERIOR WALL 8" C.M.U.
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
:
CHART ON FLOOR FILLED SOLID W/GROUT
1 "x P.T. STUD
2x BLOCKING HORIZONTALLY@ APPLICATION
SEE S ECTION C/S3 FOR 10--0" (R302.1 1)
PLAN
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
10'-0" (R302.1 1)
ADDITIONAL INFORMATION
1x2 P.T. HORIZONTA
NAILER 8" C.M.U. TYPICAL
SEE CC/S3 OR
G/S3 FOR ANCHOR
LAYERS W1 TOTAL THICKNESS 7/8" OVER
"J" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
1/2" GYP. WB (MIN.) @ GARAGE
SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
BOLT INFO. 5/8"x6" "J" BOLTS BOLT
5/8" x 10" BOLT @ 24" O/C W/ 2"'X 3/16"
3RD LAYER 1/8" THICK.
0) K.O. BLOCK
10d NAILS
STD. 90-HOOK (SEE D TAIL)
PE "S" MORTAR
(IF NO UP LIFT ON @ 24' O.C. VERT. OR
PLATE WASHER TYPICAL
5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3) 5/8"x6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
,--,,-ARCHITECTURAL
FINISH
(6) 1/4-1 1/4" TAPCONS
*SIMPSON SP1
6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE
X
20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x
3500#, MIN. TENSION 2600#)
R
SPACE ANCHOR
SPACED EVENLY
w/ (10) 1 Od NAILS —\
FIBERMESH
WEEP SCREED INSTALLED
/<
BAR 5
BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -71
FROM
E- .
I
2x P.T. P LATE
TYP.
PER MFR INSTRUCTIONS
LU
0
E WWF OR FIBERMESH E
LATE
END OF 2" x PLAT Cl)
1 x2 FIT WD FU RR I NG @ 24" O.C.
ASSUMED FINISHED
C�
E
#3 OR #4 REINFORCING BAR --
GRADE
N
GRADE 40 MIN. Fy= 40ksl
#3 & #4 LAP SPLICE )< a.
A.
1/2" GYPSUM WALLBOARD--`
FINISH GRADE ;0 M
RADE 60 MIN. Fy- ( I
[G 60ksil
(L
==i I L 9
U.N.O. (1) #5 VERT. IN FILL
2�
MONO OR STEMWALL
Cl)
26' MIN. LAP [30" MIN. LA P]
:5
CELLS(SEE
FOOTING MONO SHOWN
x
o?
uj
�� "l
FOUNDATION PLAN
FOR CLARITY
t>
6 MIL VAPOR BARRIER A.
A-7 771K P11 7 75��
R 17/8"
FOR LOCATIONS)
7-
#5 REINFORCING BAR
1x4 P.T. BASE NAILER
4"l INSPECTION
Z
'of—
#5 LAP SPLICE
(2) #5 CONT. j-
3 1/4" BASEBOARD PORT AT EACH
NOTE:
*FOR BEARING WALL
COMP. SOIL. (COMPACTED To
36- MIN. LAP [36' MIN. LAP]
ON 3" CHAI RS 8H 1141 78'1
FILLED CELL TYPICAL
W/ UPLIFT ONLY _7 1�
95% MODIFIED PROCTOR ASTM
10.1
(TYP-)
MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER U)
TO CUT BLOCK OR POUR
D1 557)
41' V-411
#6 REINFORCING BAR #5 STD. 90 HOOK
MUNICIPALITY. CURB DUE TO SLOPE
#6 LAP SPLICE -`%�
TYPICAL INTERIOR BEARING
CONCRETE SLAB W1 6X6
WlAXW1.4 WW /—NOTE:EXTEND
FOR
FRAME WALL TO C.M.U. WALL CONNECTION rD`��
TYPICAL EXTERIOR FRAME WALL FOOTING rE
REBAR DETAILS rF
WALL W/ UPLIFT rG
"FIBERMESH" DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0"
� �3
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
� �3
SCALE: N.T.S.
� �3
SCALE: 3/4"=V-10"
1\13�
SLAB INFORMATION.
SLAB INFORMATION.
00
6 x 6 W1.4 x W1.4
SEE PLAN
1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4
00
3 1/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.) WWF OR FIBERMESH
6 MIL VAPOR
z
10dNAILSTOTRUSSTO CHORD
FOR TRUSS
BARRIER
C14
':
A. A 4
GRADE
AT 24" O.C. MAX.
SEE PLAN FOR
x x CONNECTION INFO
x
A
COMP. SOIL. 3 ��A
.
00
:j::::jI �j
-F jj�
1 111-
TOP OF BEAM NV
& LAYOUT DESIGN
(COMPACTED TO 95% UST
R OPT.
SEE ROOF PLAN
A
;0 A J-1-
MODIFIED PROCTOR
ASTM D 1557)
S NCLOSURE
(2) HTS20
FOR STRUCTURAL
cv) C�
41 E
T
;
BEAM SIZE &
T. -
3" MIN. CLR.
(2) #5 REBAR CONT.—/ 11'4' (1 STORY
ON 3" CHAIRS TYP. V-8- (2 STOR STD. 90 NOOK (SEE
U.N.O. 4" Y DETAIL)
MIN.
�-2X4 P.T.
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING wl
PLATE
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6 8
TYPICAL WALL SECTION
TYPICAL THICKENED SLAB EDGE rL
/-07116"
S.13.
z ATTACHED PER NAILING
FOR REINF. INFC
SCALE: 3/4"= V-0"
SCALE: 3/4"=V-0"
Cn
Uj
0
SCHEDULE
OPTION #1
,, �3
m
SEE TYP. WALL SECTION FOR ADDITIONAL
P.T. 2x 1/2" GYP. BD.
COLUMN LOCATION §
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
HOLD GYP. BD.
:g
LU COLUMN SIZE AND BASE
rm
1/2" FROM SLAB
Uj
CONNECTION INFO.
SLAB STEP & RECESS S.G.D.
0 CONT. BEAD SEALANT
01-0111, 11 m
SCALE: 3/4" =1.-O.
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
BLOCK WALL BEYOND
EXPANSION JOINT
<
A., INTERIOR 2X STUDS @ 24" O.C. U.N.O.
A. -3 1/2" oL
'A
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3"TAPCONS
AT 8"O.C.
MASONRY WALL AND
CONCRETE SLAB 14"
O.H.D. RECESS 17
13"
O.H.D. RE CESS
4- I-F
. GARAGE
ATTACHMENTS & 18/D1
PAD FOOTING
PAVERS� 2�
-R �
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
CONCRETE NAILS W 11/2
ATTACHMENTS
EXTEND FILL CELLS
co
EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
TO FOUNDATION PAD
STAGGERED, FROM BOTTOM INSULATION PER CHART
z SQUARE CMU BLOCK BASE,
CONT, FOOTING STEEL
MAT REINFORCING.
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PLATE TO CONCRETE ON FLOOR PLAN
U)
�y
I-- SIZE VARIES PER PLAN
Cl)
z
00 GRADE
4, 4" 50
0—. N71 1 OP
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
TENSION 120#) CONCRETE SLAB-,,,,
w/ M IN. (2) #5 VE RTICALS
LU FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W1.4
LU
SIZE AND REINFORCEMENT)
LLI
(D -j
ILL=j I
Cn WWF OR FIBERMESH
LU
W
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I—
CL Uj
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BRICK PAVERS or SLAB PER
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00
SEE A/S3 OR J/S6
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SEE A/S3 OR J/S6
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01-0.1 FIN. FLR.,,Ik
f—C 0, MMUNITY SPECS
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FOOTING
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FOR REINF. INFO. L 3" MIN. CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIER
BEYOND
1- 4- (1 STORV) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1'4' (1 STC RY)
I r1T
PAD REINFORCEMEN 3" MIN. CLEARANCE
(SEE SCHEDULE)
1'[8" (2 STOW
V-8- (2 STC RY)
4" 4"
.4. EEFOUNDA TION
CONC. PAD IWO.
FOOTING WIDTH
SEE SCHEDULE I
GARAGE DOOR SLAB RECESS
GARAGE DO ok SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG. rK
TAPERED
COLUMN FRAMING t6D12
PATIO COLUMN FTG. DETAIL rN
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
SCALE: 3/4"=V-0" �3
SCALE: 314"= V-0"
SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
ADDITIONAL INFOWATION.
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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
d 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 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
WALL IS 11/2" MAXIMUM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W1 DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
PLATE
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
---(2) 2x HEADER
PER PLAN
\_ 2x BOTTOM PLATE W/ (1) 1 Od @ 8"
vARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
11 12
SEE TYPICAL WALL SECTION
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S. P. F. STU DS @ 16" 0. C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
—
2x CLOSURE WALL W/
STUDS @ 16' O.C. W1
SIMPSON SP2 W/ (12) 10d
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
_L4 I AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
>---"—STUD
W/ (3) 10d NAI S 'r�
[ 7 I,
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4' O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 10d
J1 'N
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
)--ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
CL
TO DRAIN
EXTERIOR
rA WALL
WALL CLEAN -OUT
SCALE: N.T.S.
7 5/8" 8" 7 5/81, 8" 7 5/8" 8"
SOLID AREAS ARE
STEELAND 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��
L
x
x
L
K
SIMPSON SP2 w/ (12) 1 Od
I0 NAILS AT EACH STUD
-.1 I/T
--I F67 ---
-DOOR OPENING — rm E DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS
REQUIRED
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" BLOCKING
O/C FIELD
2X4 FIT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
v
CARRIER/GIRDER TRUSS
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.
MASONRY LAYOUT
(2�
SCALE: N.T.S. �' �4
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
AB
MOISTURE BARRIER
T
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
Z
L MAIN SPAN
ROOF TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
KNOCK OUT —
BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
-
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 112" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
_j
Uj
>
0
FORM CREATES CONCRETE RECESS TO
_ RECEIVE GARAGE DOOR AND TO ALLOW
IM
2X4 (NOM-)
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
1 ....... 7,
I
GARAGE DOOR ROLLER
ARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
4
SCALE: N.T.S,
POURED CONCREfE BASE FOR 7BO-FTOM OF MOUN
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGEFLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
0
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
10d 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.O.)
1 #5 VERT. IN CONC. FILLED CELL ----I
W/ STD. 90* HOOK IN K.O. BLOCK
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
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.
2 x 6 P.'
J-BOLT
TRACK
BRACKET
-WWII I
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK (**�K
SCALE: N.T.S.
�4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
0 PENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
V-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
PLAN NOTES FOR
SEE FLOOR
REQUIRED CONNECTION
V EIR 'J'
T T
No RE
WITHOI
SEE FL(
REQUIS
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
-ROWS 12d NAILS STAGGERED
3
@ 12" 0 C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
e INTERIOR HEADER:
\_(1) 2x SILL PLATE W1 (2)
12d TOENAILS
BOX HEADER EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE wl SIMPSON
LS30 wl (6) 1 Od x 1 1/2" EACH
SIDE
'��2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
GE
4&,, SPLICE STAGGERED
"Z"N
'_ 'J" LU" ' W' '�TE IDTH
THAN. 0 OF( TOPP
"o
PSPN'1 6Z W' 12) 16d NAILS
Top 2 R
SPLICE NA
6"4 SP
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ 16d TOENAILS
TOY6PPLATE
NOTE:
r Dc BOTTOM SPLIC
PLATE LENGTHS MUS1 1.1,
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
�4
F= 2240 LBS
SIMPSON SIMPSON SIMPSON
SP2 SIMPSON SP4
SP4 SP2
I Q
C.
2X STUDS @ 24" 0.
FLZ/8"x10J" BOLT
24 C,,MAX.
0 P
';2
' ('0
MIN .
BOTTOM PLATE
/-2X P.T.
SECTION
A PLATE
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
—RECESS
LINTEL
INTO
TRANSOM
TRANSOM FRAMING
FRAMING
SEE SECTION J/SS
)S
AND K/SS FOR
IL
ADDITIONAL DETAILS
SIMPSON
Spi
SIMPSON
SIMPSC
RECESS
SP4
SP4
/ LINTEL
SIMPSON SIMPSON
SP4 SP2
I KI )..I
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSbN
sP4
SIMPSON
SP4
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
2x TOP PLATE
Cl)
V2-16d
NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
FSTAGGERED
FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL/**�j
SCALE: N.T.S.
�4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 ) (4565# SPF)
3 ) (5645# SPF)
(6970# SPF)
)S (9335# S PF)
IN. 8"
PDXIED A.T.R.
I&NUT
'OXIEDA.T.R.
I & NUT
OXIED A.T.R.
1 & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
1z'
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
2X8 P.T. BOTTOM PrTE
1
_T_
\-5/8"X10" "J" BOLT @ 24 O.C. MAX.
C (MIN. (2) PER BOTTOM"PLATE)
SIMPSON C
SP4
IF
r_rT4rM
"
ROOFTRUSSABOVE
/_ 2X BLOCKING
- (2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.0, BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0' O.C.
-MASONRY WALL
1 Od NAILS @ 4
1 Od NAILS @ 6" O.C.
STAGGERED A STAGGERED
0 TRANSOM FRAMING
0
BEYOND.
PLYWOOD FASTENED TO TRUSSES
_.'___�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING
& 8" O/C FIELD
L
e SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
o SIMPSON SP2 w/ (12) 10d NAILS MASONRY
9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. 60tTOM
PLAT E
5/8"X10""J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER 6OtTOM PLATE)
o PLATE)
o ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
REV. 06.24.22
SCALE: N.T.S.
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I
To the best of the Engineer's knowledge, Information and bell ef,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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51-
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50,
SIMPSON HGAMV
W/
(4) 1/4"XI 1/2" SDS
SCREWS
TO BLOCKING & (i
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-\
NAIL W/
16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 1 O/S5 BACKNAIL wl (2) 16d NAILS
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLICG @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - 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 1 O/S5
MAX. 9"
BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX. 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5
SEE STRUCTURAL NOTES AND UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL
F
IF >9" SEE 1 O/S5
vIF
45'±
Z
45* 1
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO8
BRACE
SCHEDULEFOR
/
APPROX. 8" FROM
SHEATHING DETAIL�
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
"L" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 10d &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
Kz
X
BLOCKING
7/16" OSB SHEATHING
ATTACHED W/ 1 Od
END
GYPSUM WALL BOARD
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. BOTTOM
OSB SHEATHING ATTACHED
1003" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD -7
EDGES AND 12" O.C. FIELD
INTO 2" 6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
DETAIL
�
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOIN' Twl(3)10d
2x4 CROSS BRACE APPROX. 8-
& (2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EA. END
"L" BRACE TO EXTEND
EACH JOINT w/ (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-1 " OR
LENGTH (SEE TABLE)
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
NAILS ...
ATTACHED w/ 1 Od 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 &
O.C. FIELD
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
2x4 "T" ON TOP OF PANEL
x
.
.
F00, 2x BLO BLOCKING, FASTEN WITH
2"4" P.T. SILL NOTCH 1" BRACE HERE N T
WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
2x4 '7 ON T6P OF PANEL BLOCKING�� 2x4 PANEL BLOCKING @ 48" O.0 CKING
FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO
- 1C
@ 48" O.C. BLOCKING, FASTEN WITH
AT 6'-0" INSTALLED PER MANUF. .0
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'0" ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
MOISTURE BARRIER 1 Odx3" @ 4" OIC
1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
)N
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 wl (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24-
GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
0. C. MAX) w/ M IN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
�5
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
co
M
SEE STRUCTURAL —
CHORD BLOCKING
NOTES AND NAILING
INFORMATION
00
;o
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w
BA C 'L W/
(2 16d NAILS
(2) 16d NAILS
)
-WOODTRUSSES
go
;o
2"x4" CROSS BRACE
APPROX. 8" FROM
-2x4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
Me
EACH JOINT W/ (3)
11
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
ATTACHED W/ 2 - 16d
1� 1�
NAILS @ EA. END
TKNA
AT EA. TRUSS JOINT
(2) 2" x 4" LAM I NATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2X4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48- O/C FOR THE
(2) 16d NAILS
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D 0. 148", L 3-) OR EQUAL
(D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W1 (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
X�
OF THE LAST LAMINATION
SPACE AS SHOWN FOR 3-PLY)
2X4 BLOCKING--,,,,,,, 2x4'7" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED
10d NAILS 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL
SCALE: N T S 5)
2x4 "T" BLOCKING
48" O.C.
1" BRACE ATTACHED - 16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
4
L
!Aj
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL/"- 6
DIAPHRAG
SCALE: N.T.S.
48" O/C
I GABLE TRUSS
BLOCKING @
TRUSS VERTICAL
SIMPSON SP2 w/ (12) 1 Od
L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
16d PER SIDE
SECTION SECTION
L3 r4 SCISSOR GABLE "T" BRACE r-7
SCALE: N,T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. 1\ �5
REV. 06.08.22
MAX. 9" 8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/S5 r-WOODTRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-112" CDX PLYWOOD OR 7116"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
SIMPSON HGAM 1 OKTA W/ (4)
E ES AND 12" O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"X2 3/4'
SEE PLAN FOR
TITEN TO CMU
-CONNECTION
2x4'7"ONTOPOFPANF'
L
EXT. WALL CONN.
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
10dx3" @ 4" O/C
2X4 BLOCKING W/
(2) 12d TOENAILS
NON - LOAD BEARI G LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING)
SECTION
SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'
�5
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
(8
9�
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1-,, �5
SCALE: N.T.S.
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL rj'�
SCALE: N.T.S.
TOENAIL
(2) 16d NA
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK'G @ 16- O.C.
(2) 10d x 0.131"
TOENAILS EA. SIDE
CONT. 2X4 #2 SYP W/ 1 Od
X0.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ('10
SCALE: N.T.S.
'\, �5
GABLE TRUSS
S5
1" BRACE W/ 10d Q 4" O.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
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S
6" OVERLAP
M
S5
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
z
\-BRACING W/ (3) 10d X 3" AT
EACH CONN. @ 24" O/C
,-MOISTURE BARRIER
-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SCALE: N.T.S
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"X4" (U.N.O.)
1" BRACE
2"xli" (U.N.O.)
1" BRACE
24"
0-0" - T-0-1
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2'W" 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
\-STUDS@ 16- O.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
E
S5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
L
10
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) 7' BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4-4- O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
rL
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
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
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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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
_L�
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 W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 1 Od @ 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 W18d
COMMON @ 6" OIC TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU
AREAS.
FLOOR SYSTEM//[\
\,PER PLAN
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 - [RSH1 - 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
PLYWOOD SHEATHING
_j
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
LLJ
0 LU
0 =
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
—U) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
U LAYER 1/8" THICK.
U=_
Uj INSULATION PER
CHART ON FLOOR PLAN
_N� �R
rB
S6 S6
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
A
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE "X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8'O/C WALLS
STD. 90 HOOK (SEE DETAIL)
1/2" GYP WB
8"x8"X16" CONC. KNOCKOUT
INSTALLATION PER
BLK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM OF
ARCHITECTURAL
BAND JOIST TYPICAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
LlJ
0 4"x4" INSPECTION PORT AT
M EACH FILL CELL TYPICAL
1x WD FURRING @ 24" O.C.
LU
Ill
U)
AT GARAGE CONTRACTOR
BASEBOARD
Zr)
TO CUT BLOCK OR POUR
MIN. 2500 PSI CONC. SLAB
CURB DUE TO SLOPE
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY
410 6" BELOW GRADE
/FINISH
'4 4 .
Id
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(3) # 5 REBAR ON 3" CH IR
(SEE DETAIL)
W/3" MIN. CLEARANCE
41'
V-8"
TYP 2-STORY WALL SECTION
REV. 03.16.21
SCALE: 3/4"=l'-O"
SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/Z'NAILS TO
STUD
2nd FLOOR W
BEAM/GIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL ------
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24' O.C.
1St FLOOR WALL
SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
FLOOR TRUSS
SCALE: N.T.S.
SCALE: N.T.S
SPACER
BLOCKS
)F BEAM OR GIRDER
'END SHEATHING TO
,TE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL 'IT" AND CORNER
DETAILS
rN
SCALE: N.T.S.
E
S6
2ND FLOOR FRAMING - SEE
SECTION JIS16
DECKING -�
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" Ol 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
SEE FRAMING ---WEEP SCREED
INSTALLED PER MANUF.
PLAN
\\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
2"x4" CROSS BRACE @ 48"
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24' O.C. INTO TRUSS
END WALL W/ (2)10dx3" @ EA. KING & MIN. 4" EMBEDMENT
BLOC
END INTO 2"x4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
41
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR
SCALE: 3/4"=1'--0" 1
PARALLEL TO MASONRY WALL
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1"'
2"x BOT. PLAT[
(2) 1 Od @ V 0.(
PRE-ENGINEE
FLOOR TRUS,'
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6) 1/4" x 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
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
I
LL
LL
WEEP SCREED
INSTALLED PER. MANUF. C
C
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
SCALE: 3/4"=T-1 S6
— B.U.C.
(8) 1 Od NAILS TO
STUD PER STRAP
-FLOOR SYSTEM
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS) ro
SCALE: 1 1/2"=l'-O"
� �6
NOTE: SEE TYPICAL WALL
I
SEE SHEATHING
SECTION C/S3 FOR
",/—
SPECS ON FLOOR
ADDITIONAL INFORMATION
-1/2' GYP W.B. MIN.@
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT
5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 1i (R302.1 1)
[—EMBEDMENT @ 24" O.C. W/
SIMPSON SP 1 W/ (10) 1 Od
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 351 MIN.
2 x STUDS@ 1l
TYPICAL TENSION 2601
2X P.T. PLATE
1.4 x W1.4 WWF OR FIBERMESH
A.. '. - I I : - ,
..
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.-A 4A
- . .* . ..
A
.
* 'A.
(3) #5 CONT. ON 3"
V�
8"
CHAIR WJ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rs
SEE TYP. 2-STORY WALL SECTION FOR
SCALE: 3/4"=l'-O"
�6
ADDITIONAL SLAB INFORMATION.
15132"OSB
EXPOSURE1
L
SHEATHING
PROVIDE
X
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BLOCKING AS
REQUIRED PER
C
IF
o SECTION X-X IF
w NOT FULL
HEIGHT SHEl
z
FLOOR SYST
ET
M
4
(2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
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�-15132"OSB
FEXPOSURE1
SHEATHING Lu
Lu
SOLID 2x
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SHEATHING 0
W
EDGES (SEE
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-J
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10
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21
_2x STUDS W
BEYOND.
SEE PLAN
0
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
a
W
JOINTS
TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN
u)
9
NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL
0
NAILATTOP PLATIETWO ROWS @4"O.C. w/8dCOMMON NAIL
, LZ
LL
@
NAIL OPENING PERIMETER wl (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL.
0
@
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fn
STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C.
wl 8d COMMON NAIL
LU
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ou_�
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2: a:
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NOTE:
. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 112
'\-2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
\_�HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8".
2x RIBBON Ol VERTICAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
3/8" "S" = NAIL 3/8"
SPACING
4"1/2, 1/2"
S 1/2'. S
S
SINGLE NAIL EDGE SPACING DOUBLENAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL wl 7/16"
FILITCH PLATE TO wl (2) 12d
9 TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL W/ (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" OIC TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING INSTALL.
rc
� �6 & NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"x1l OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
G(2) 2x HEADER SEE PLAN
S4 INTERIOR HEADER:
BOX HEADER (1) 2x SILL PLATE W1 (2)
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 1 1/2" EACH SIDE
�y
SEE PLAN FOR REQUIRED
CONNECTIONS
0
0
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
2x BLOCKING HORIZONTAII*-�
@ INTERVALS NOT
EXCEEDING 1i (R302 . 11)
I
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16"PLATE WASHER (MIN.
SHEAR 350111 MIN. TYPI AL
TENSION 26011
2500 PSI CONCRETE MIN.
SLAB W/ ii W1.4xW1.4
WWF OR FIBERMESH
4
co
-1 1 .1111111 A.'
-71
(3) # 5 REBAR ON 3" CH
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
@ WOOD 1 ST FLR. SEE J/S6 FOR
ADDITIONAL INFORMATION,
me
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
JACKS7
STUDS
JACKS
ISTUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
V4
(1)
(2)
1
1
2)
(1) LSTA30
4'-9'
(2)
(3)
(2
(2)
±
(2)
(2)
#2
(1)LSTA30
(3)
(3)
(2)
(2)
(3))
(3)
1 (2) LSTA3 0
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16' O/C
UCCO FINISH PER ASTM C. 926
7/8" ST
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
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SCALE: 3/4"=V-0"
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Residential
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Engineer's
signature and seal,
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P.Ti TO PRODUCT TO PRODUCT
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3/16"0 X 3" LONG `E FURRING (2) ROWS 3/16" x 3-1/2"
3-1/4" LONG X 3/16"0 "1 FURRING TAPCONS TAPCON @ 16" O.C.
TAPCON. INTO STAGGERED @ 16- & 4' 2X8
BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/MIN. LL'1X8
PER MANUFACTURE V DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH
1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS
1x4 P.T. & 1x8 P.T. 3" DETAIL
STAGGERED @ 12" O.C.
/16" x 3 -1/2"
1x4
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM APPROVAL FOR CONN. 1/2" DRYWALL
DOOR JAMB (REFER P.T. DOOR JAMB (REFER 1x4
TO PRODUCT
EACH END W/ MIN.
DOOR JAMB (REFER
2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"
TO PRODUCT
-1/2" TAPCON @ 1
APPROVAL FOR CONN. x 3 6 1x4
(2) ROWS 3/16" x 3-1/2
O.C. & 4" FRO
MEACH FURRIN(
TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/
MIN. 2" EDGE DIST. (2) ROWS 10dx3"
2x P.T. AS REQ'D
0).. 171 C:-r A I 1 0 1 IAII MI=TAII STAGGERED @ 12" O.C. -4-1/Alf r)PTAII
N. 1X4 1/2" DI
I X4tl 14
P.T
5 )N
F
16"
DIST.
f W/
2X8
BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENIN
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO \ —
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL
N POLY -CELL IN THIS AREA
SCRIBE (NOTCH) I
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
\,_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
IN 1, �S
\\N
�7A
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
ir
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
7-01'
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDIMEN T INTO��)
/4" MAX 2-4-
4
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE B
VERT. BRACES WHEN HGT. OT'�
F
BRACE EXCEEDS 24"
0 S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
IDE
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
INSTALL WDW, SCREW
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
13-13
SCALE: N.T.S.
�S
SECTION
A -A
1/4" x 3 1/4" TAPCONS
,LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W1 (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX, RAD.
SECTION
B-B
8-1
EQUAL
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
12d NAILS
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REB
(TYP,)
STD. 90,
HOOK (I
71
±5A
NOTCH WEB AT
FIRST 2 COURSI
,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 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 4W, WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16"O.C.
12
JACK TRUSS PROVIDED BY
SEE
TRUSS COMPANY OR
PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
SIMP ON
(5) 12d NAILS
H2.5A W/ (10)
2X6 TO 2X4
8d NAILS
'j v
A OR
2 C
4 0'
ING ATTACHED
CHEDULE
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
SH
AND METAL ROOF FINI
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH
.
IF TRUSSES USED) W/ (2) #6 X 4Y,' WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 114" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
—
SCALE: 3/4" V-0"
� �S
I
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
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
W W M AT PERIMETER
—_
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
WHE'RE THIS CONDITION
� 1
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 6-0"
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
XPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
T.e
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
GR DE t'.
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
.
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
Cl)
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
C14
V.L_�
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
t"
(2) #5 REBAR. (11 -STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. (1 -STORY) (3) #5 REBAR. (2-STORY)
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
4
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
10
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'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
YP.)
L
Lil
I
rHE
:S
#5 REBAR (TYP,)
#
D. 90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE I BELOW
2x SUB FASCIA
ALUM DRIP EDGE
BRG WALL TYPE ALUM FASCIA
PER PLAN 1-3/4" TRIM PAINTED
SS NAIL w/ 5/16" HEAD
F CHANNEL, DIA. @ 24" O.C.
FASTENED PER
NOTE 2 BELOW ENTED OR SOLID SOFFIT
CONT 2X4 N 2x BLOCKING NAILED TO TOP
ILED TO
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
12. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT
WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01
SCALE: 3/4" = 1'-0" FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FIL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
G WALL TYPE
PER AN
PL
F CHANNEL
�STENED PER
OT LOW
E2BE CONT VENTE
r,nmT 1 4 MAII ;=n Tn nj r.,rk
A MAII P:n
+
L14
�A(Q;,,
+ + �y
+
+
+
+
+
+
+ +
+
+
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL---/
SCHED.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
+ BLOCKING AS
i
REQUIRED TO
+ SUPPORT SOFFIT
+
"'L T Vv,
ENTER SOFFIT
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX. 4-4')
SECTION Q ROOF EXTENSION
SCALE: 3/4" V-0"
QF:r- _QI4P:1=T r),) &�jr
SIMPSON HTT4 W/ (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
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE:
>_
z
0
co
U_
0
Uj
C/)
@ FIRST COURSE
*41*1*
H
SS
2"x BOT. PLATE W/ (2) 10d @ 6"O.C.
3/4" PLYWOOD DECKING GLUED —
AND NAILED W/ 8d COMMON @
6" O,C. EDGES AND 12" O.C. FIELD
/—ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
---2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
- SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4'x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL I St 4 COURSES
SOLID WIGROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR L
FURTHER INSTRUCTIONS.
. 4. . A
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI'D.
4
SCALE: N.T.S.
b
#5 BAR
CENTERED W/
XETM51�:
INTOP
KNOCKOUT/ N'
CHAIR BLOCK
MONO FOOTING
A
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
STANDARD
C14
90' HOOK
#5 BAR IN
FILLED CELL.
I v a V VL,
&L
*,� Ve
1%
REINF. PERLAN AND STEMWALL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" V-0"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
DNTACT 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
/01% ar..L%1 ILI r%e%Llf%
SAW CUT
LLU
SE
K�A CTION
EXISTING FOOTING
I\_ J, SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
__v_ %
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011—C 4.; =
1%r E
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10
*-. F L
.........
0
Sk \10
fill
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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SCALE: 4- = v-0.,
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.
Vv/1%LL.
MAW
SYP CUT TO FIT
kRS IN WALL
—2x12 SYP
BEARS IN WALL,
—2x6 SYP
ALIGN THIS STUD NTH
FACE OF 2ND RISER
F— I I
2x4 SYP BLOCKING
FOR STRAP
2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2"
AT STRINGER CONTACT POINTS NAILS)
fIEW "All
SECTION VIEW 11131'_
SCALE: 1 T-0" SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
I N----,2x4 DRAFT
WOP
2x8 SYP DRYWALL STOP
MUST NOT TOUCH
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER SIDE) TO BOTTOM EDGE OF 2x12
—3/4" RISER CUT TO FIT STRINGER
MAINTAIN BETWEEN T'
AND 4" GAP TOP AND
BOTTOM, GLUED AND 7—
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
—1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO
2x4 DRAFT RISER AND TREAD
STOP
/zz/
—2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
—2x4 BLOCKING FOR 2x12
4 PT UNDER 2x12
PROVIDE MOISTURE/
OTECTION
TT
0 S
ROVIDE MOISTURE
PROTECTION
LATTACH ALL COMPONENTS
OF STAIR TO *CONC. W/ J" X
2 t'TAPCONS @ MAX. 32" O.C.
r
'I I jll:� N ___
—ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/ T'X NAILED TO STRINGER
2 J" TAPCONS @ MAX. 32" O.C. \ "I-z
GA SECTION VIEW licit
SCALE: 1 V-0"
TOP OF
STRINGER
STRINGERS G--4�
E-1 2x4 BLOCKING FOR 2x12 SIMPSON A135
C
2x4 PT UNDER 2x12 OR LSC EACH
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2"
D NAILED TO FLOOR WITH GLUE NAILS)
STRINGER CONTACT POINTS
SECTION VIEW "ID11
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: I"= V-0"
'PLYWOOD
2x SYP CUT TO FIT
BEARS IN WALL
------2xl2 SYP
BEARS IN WALL
.BULLNOSE DETAIL-
SCALE: 1 " = V-10"
ER
IED
,ILED
0
SECTION D-D.
2x4 SPF NOSING GLUED AND
SCALE: V'= T-O"
NAILED MATCH NOSING ON
OTHER TREADS
7TION
3/4 PLYWOOD
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING
DECK
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
H 2x4 SYP BLOCKING
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
X8 SYP GLUED FOR STRAP
BOTTOM, GLUED AND 1/2" NAILS)
AND NAILED TO (SIMPSONMTS12w/
NAILED TO STRINGER
FRAMING (14) 1 Od x 1 1/2"
—2x4 DRAFT 2x12 NAILS)
STOP TREAD
2x12 TREAD
GLUED
GLUED AND
AND
NAILED—\
NAILED---\
2x4 PT NOTCHED INTO 1jQ!Q
STRINGER AND TAPCONED \ 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU��� L/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: J, = v-0"
DRAFT STOP
2x4 PT N T HE IN
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLUE---` NOT TOUCH STRINGERS
AT STRINGER CONTACT L /GLUED AND NAILED TO STRINGER
POINTS FOR DRYWALL SPACING
H
SECTION VIEW "Ell
SECTION VIEW
SCALE: �, = 1 1-01,
AT,,
F
2X4
ST(
2x4
SCALE: 1 " = V-10"
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
FLOOR TRUSS OR CONN. TO
GIRDER, FIELD VERIFY OF NEWEL
PER CONT
-(2) LAYER t'EDGE GOLD PROVIDE SOLID BLOCKING
OSB OR PLYWOOD BELOW ALL NEWEL POST
OR 1 j`X16" LVL FROM JOIST TO JOIST. USE
2 X 12 BLOCKS GLUED ANE
ATTACHED W/ 12d NAILS NAILED TO JOIST.
@ 6" O.C. TOP, BOTTOM
AND VERT.
NEWEL P
SECTION VIEW 11G' 1
SCALE: 1 " = V-011
SECTION VIEW
SCALE: 4" = v-0,;
OST
BLOCKING_
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 " = V-0"
JOINT
- TO
)ISTS)
NAILED AND
TOP PLATE
4TO RIM BAND,
ID NAILED TO
VVALL BELOW
1 POST LET INTO
!LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
JOINT
- TO
)ISTS)
2X STRING�R
2X B OCKING
PSON MTS W/
;2
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1 Od x 1 1/2" NAILS —
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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 Edibon, Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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CROSS BRACING DETAIL (TYP.)r
SCALE:NTS
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 1
T LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB---_
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE 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 wl (2)
SIMPSON HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
PRE-ENG. TRUSS
2X4 BLOCKING
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.
----Z—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
"Tj 'qv ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
—TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL
SCALE:NTS
DIAGONAL
AT 8l-011
MAX
TRUSS
ROOF
SEE
PLAN SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
SECT, A -A
'E
AN SHI
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP,
TRUSS
21
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O�C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
(OPTIONAL)
BEVEL CUTS
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT—/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES ------- -------
X
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 #2 SPF BRACING @
16" O.C. W/ (4) 12d COMMON TRUSSES.
TOENAILS TO TOP SEE TRUSS PLAN
MIN. (2) 2x4 FOR CONNECTION
11
SPFTOP INFORMATION.
BOTTOM CHORD F
PLATE & (2) 12d END
NAILS TO TRUSS
PLATE
RIES SEE PLAN
gkVA
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
1'7-
SHEATHING ATTACHED
i
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WA1L__
L
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
2 ENTRY
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE: NTS
3IMPSON HUC410 w/
6d INTO HEADER &
Od INTO BEAM - SEE
�OOF PLAN FOR MOI
NFO
SEE FLOOR PLAN FOR
(2) 2x8 #2 SYP wj
O.S.B. FLITCH P1
TOP @TRUSSB
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 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) S I M PSO N H ETA20 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
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
L.SEE PLAN 1,
1 FOR CANT.1
COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
CONNECTION INFO —
INDICATED ON BM.
SCHEDULE/PLAN
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
RECI'D ONLY WHEN COLUMN SIZE 8 SE
INDICATED ON BM. CONNECTION It.,
OPTION A SCHEDULEIPLAN OPTION B
OPTION C
.
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
1 Od NAILS TYP. U.N. 0,
SEE FLOOR PLAN FOR —
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
0
0
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
14�
SCALE:NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NA
AT BASE SEE J/S6 FO
ILS
R
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W1
(22) 1 Od NAILS OR
SIMPSON MTS1 2 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
1
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION K22
SCALE:NTS
SCALE: 3/4"=l'-O"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
GABLE
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
q
MIDDLE
F- SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od 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
SCALE:NTS
EXTERIOR
ATTACHED�
SCHEDULE
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
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWA
LL ENTRY FRONT WALL
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
-IF 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.
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE FLOOR FRAMING PLAN
LUS26-2 W/ (8) 16d NAILS TO
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X10 #2 SYP CONT. LEDGER 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
MASONRY WALL
EACH SIDE OF G.T. INSTALL (4) LAG
SCREWS EACH SIDE) (TYPICAL)
SECTION AT LOW ROOF
SCALE:NTS
LOW ROOF/WALL—\-
SHEATHING ATTACHED\
PER NAILING SCHEDULE
x TUDS 6" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
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
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS1 2 W/ (14) 1 Od x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/----"'
Z- (2) 2X6 BLOCKING UNDER� FLOOR G.T.
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR
16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @
BUMP OUT('39
SCALE: NTS
DETAILS & SECTIONS
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7
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51 ..........
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 Edifion. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d 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.
NJ EXT. SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
+
BLOCKING INFO
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
S SEEFOR 2 OF MASONRY & 8d
EEFOR
BLOCKING NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOENAILS AT EA.
INTERIOR HEADER
DETAILS
DETAILS
to
Ict
+
FLOOR +
STUDS w/ 10d @
S
(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
-1
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
;4. *X.
SURFACE A 2x4 #2 BLOCKING
2'
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
EM
..r.—FLOOR SYSTEM
SEE PLAN
7
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
x 1 1/2" CLIP IS TO BE
SILL PLATE wl SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
CORRECT BLOCKING
w/ (3) 12d EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
0 G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL
I
1-1/8" RIM BOARD
BLOCKING
WALL
2x CRIPPLE AT EA.
END OF OPENING
SIMPSON LSTA30 w/ (11) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED z� SHEATHING (MIN. 7/16")
V
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
(2) SIMPSON MSTAM36 w/
I -JOIST SEE PLAN
PACKw/10d 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
V
TIE BEAM
@ 8"o.c.
SIMPSON MSTA36 STRAPS w/ (26) 1 Od _A_V_ —
TO RIM BOARD
& 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
CORNERS
FOLLOWED IF DOWN SET
OR BOX HEADER IS USED
SECTION CORNER CAN NOT BE INSTALLED
CONNECTION INFO TO
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN. @ 2nd FLOOR r3_'�
HEADER CONN. @ 2nd
FLOORrT��
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
JAMB STUD 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.
NOTCHED AT HEADER LOCATION
(2) 2x8 OR (2) 2x6 TOP
REQ'D TYP 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
I L
T,
4 P T-YP -A 2 - 2 x 4 SPF SIMPSON CS1 6 w/ MIN. 12" END
@)
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.
T
TALL. (CONTRACTOR MAY USE RTT
CLIPS) NAIL BACK LEG OF CIPPLE TO
To
(2) 2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
1 0
(1) SIMPSON LSTA30 w/ (22) 10
2)
HEADER w/ (2) 12 TOENAILS
FLUSH w/ THE OUTSIDE
NAILS TO STUDS ABOVE & (11) 1 Od
T
NAILS BENT OVER TOP PLATE
E
(2) - 2X SPF TOP PLATE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THEN DOWN THE FACE OF
F
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C AT 16" O.C. U.N. 0. SIMPSON SP1 W/ (10) 1 Od NAILS
INTERIOR HEADER
—NAILING AREA (TYP.)
31DE
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
(2) 2x HEADER
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
SEE PLAN FOR
COL. SIZE
/—(2) SIMPSON MST37
CONNECTION
SEE STANDARD HEADER
J EACH END W/ 7" EMBEDMENT. IF
14 F �R
END OF HEADER SEE Q/S4 FOR
0
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS w/ (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
PLATE SEE PLAN
MORE INFORMATION
XSP F EMBEDMENT PAST STEP.
SILL PLATE w/ SIMPSON LS30 w/ (6)
FLOOR SYSTEM OR
12d NAILS AT 6"
BLASE PLATE
r
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
F PRE-ENGINEERED F) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
B C C
W/ (2) 12d TOENAILS T/B
(2) 1 Od TOENAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2
1 1/2" (USE SP8 FOR 2x8
F-8-1 FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
SILL (MAX. OPENING WIDTH 4 FEET).
OR LVL GIRDER
SYP U.N.O.
WALL) @ 24" O.C.
EWALL OR BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A, B. TO
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
j 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/ 1 Od NAILS @ 8"O.C.
COL. SIZE
N, INTERIOR HEADER
2 x 4 #2 SPF S�UDS
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 w/ (18)
AT 16" O.C. U.N. 0. (1) 2x SILL PLATE W1 (2) 12dTOENAILS.
(2) 2x HEADER G
EXTERIOR HEADERS
FLOOR TRUSS/ WOIST SEE PLAN
16d NAILS & 5/8"
ANCHOR BOLT w/
BOX HEADER
P SEE PLAN
F (1) 2x SILL PLATE W1 (2) 12d TOENAILS.
2x4P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4' 'x2 1/4"
TIE BEAM
IA
V.
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 w/ (10) 10d
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE
TAPCONS
OVER TOP PLATE
SP2 w/ (12) 1 Od NAILS AT
PROVIDE BLOCKING
—SIMPSON
SEE FOUND. PLAN FOR FTG. REQ.
16"1 STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
.. . .... ..' .' �. I '
- I ..
I . _. , 1 1, . �.. . � "
i .
TOP AND SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
"PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS w/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL
FOR FTG. REQ.
2x CRIPPLES TO
SITUATION. CONNECT G.T. TO
PROVIDE EXTERIOR SHEATHING
MATCHJACK
STUDS w/ (2) SIMPSON HTS20 w/
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR r5
HEADER CONN.
2nd FLOOR - �6
STUDS BELOW
i
(24) 10d x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
FOR EXTERIOR 2 STORY WALLS ONLY.
2 STORY COL.
@
GIRDER r7
CRIPPLES ARE LESS THAN 8"
SHEATHING CAN STOP ONCE UNDER
(IF
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
U.-A
ADDITIONAL STRAPS
SEE STANDARD HEADER
r"�CONNECTION DETAILS FOR
MORE INFORMATION
REQUIRED AT TOP PLATE
TO STUDS TO MATCH
HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) SIMPSON LSTA24 w/ (18) 10d NAILS\- (2) 2x HEADER SEE PLAN
SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR
2x4 STUDS
MIN (3) 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
SIMPSON LS30 w/ (6) 10d x 1
1/2"NAILS AT EACH END TYP.
FACE OF HEADER/STUDS
2) 2x HEADER SEE PLAN
DOUBLE 2x4
*FOR OPENINGS LESS THAN 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 TIB
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" 0/
2x CRIPPLES @ 16" 0 1 C " (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
'--22AxSVTUDS
@ 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 W/ (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
2x CRIPPLE AT EACH END OF
10d x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
OPENING NAILED TO STUD
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).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
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 SIMPSON LSTA30 w/ (22) 1 Od NAILS
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) 10d NAILS
NAILED TO STUD PACK FLOOR DECK
I FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8'. ox.
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
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE N.T.S.
SCALE: N.T.S.
c.,
cc C-3,
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To the best of the Engineees knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residentia
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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Residential 7th Edition. Engineers signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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FOLD UP WEATHER
RESISTIVE BARRIER & WEATHER RESISTIVE A
TEMPORARILY SECURE BARRIER V_ WINDOW UNIT FLASHING REQUIREMENTS
WEATHER DOOR ROUGH OPENING 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant extedor wall envelope. The exterior wall envelope shall
SLOPE
RESISITIVE
BARRIER WOOD FRAME CONSTR.
(0. 6 cm 30.5 cm) include flashing as described in Section R703.4.
TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1 "BEAD OF CONSTR.
2._
SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
WALL BY 6 IN. x, 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
OVER RIM JOIST AND UP
(ASSEMBLED WINDOW) EXTERIOR
NAIL BRAND OR EQUAL WEATHER
2 -resistant barrier behind the exterior cladding as required by Section R703.2 and a means
water within the wall assembly by providing a water
PROOF CAULKING CEMT. FIN.
WEATHER �o SELF -ADHERED FLASHING BUILDING PAPER o ra In ng o e e enor wa er a pene ra es e e enor c a Ing.
RESISITIVE
BARRIER SEAL TOPS OF JOISTS
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
UNDER DECKING
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
SUBFLOOR
(SEE DETAIL WP07
SELF -ADHERED FLASHING
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
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weather RIM JOIST No. 15 asphalt felt or other approved water -resistive barder material shall be continuous to the top of walls and terminated at penetrations and
THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
flashing installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
AND WATERPROOFING METHODS TO weather resistive barrier
3. Fold weather resistive barrier back over head I I wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
BE USED. flashing and seal with tape Q 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 Sc SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
I equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MM EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING
PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WIP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
EXTREME 5K REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
LETTER ON CHEMICAL
WINDOW COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
FASTENER SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE
1) SEALANT AT 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
4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 28 1, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
OUTSIDE EDGE OF MASONRY VERTICALLY FROM
WINDOW BUCK BOTTOM OF
2) SEALANT JOINT 1HRESHOLD flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
5) SEALANT FROM INSIDE EDGE OF shall be installed at the following locations:
WINDOWFRAME
ACROSS WINDOW BUCK WINDOW BUCK SECTION -A (SEE DETAIL WP02)--,
AND EXTEND TO WINDOW FRAME 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
PER CODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
6) TOOLED SEALANT REQUIREMENTS
BEAD BRIDGING 2 2 following:
CLADDING AND WINDOW SELF -ADHERED FLASHING 5
3) SEALANT WINDOW FRAME T NAILING FLANGE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
FRAME
WINDOW BUCK ALL THE WAY 1 2 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
DO NOT FLASH OVER sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
BOTTOM NAILING UNDER DECKING
FLANGE 8 (SEE DETAIL WP07) 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
SHEATHING 4.4.Continuously above all projecting wood trim. -frame construction.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood
Z=_
6.6.At wall and roof intersections.
/,�77
7.7.At built-in gutters.
Water Resistant Barrier
JAMB, SILL AND HEAD DETAIL Lath
APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing
APPROVED HOUSEWRAP PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
STRUCTALATH TWIN TRACK 2.5 Stucco
FLASHING AND WATERPROOFING METHODS TO BE USED.
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
4
DOUBLE n:3
'V'SEALANT SOCKET WITH JOIST
TOOLED APPROVED SEALANT 7/8" Cement Plaster
100
SINGLE OD BEAM in accordance with 7/8" Cement Plaster
JOIST Foundation Wall
BELOW -ADHERED FLASHING
SELF ASTMC926 in accordance with
4
Alf SELF -ADHERED FLASHING 4
ASTMC926
Felt backed metal
2 A
3" MIN lathe in accordance Felt backed metal
SELF -ADHERED SELF -ADHERED 4 with ASTMC 1063 lathe in accordance
FLASHING FLASHING with ASTMC1063
Q 5 Building Paper
Building Paper
7/16" O.S.B.
sheathing 7/16" O.S.B.
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED Metal sheathing
EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER
Flashing
Weep Screed
Installed As Per
SELF -ADHERED FLASHING 2x FRAMEWALL Manufact. Specs.
STRIP OF SAF LEGEND Maintain Stampede or similar
PRODUCTS DETAILS TILE FINISH SELF ADHERED FLASHING (SAF) _0 ------- 0- Bottom of cauk bottom
Lu joint only
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed
BARRIER (WRB)
U) BOND BREAK WEATHER RESISTANT BARRIER 1 1/2" to 2"
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WRB SELF FURRING (SF) LATH Above Roof
PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY Installed As Per
Sheathing
SF LATH SHEATHING, 'OSB% PLYWOOD, DENSGILASS _-\XXXNX\XN Manufact. Specs.
1'4" PER PLAN ' I � I I
Detail Instructions 40 WRAP DP WRB ONTO 1/2" Cementitious
1 -0" PER PLAN
Refer to the number marked as in each detail that corresponds to the THE VERTICAL Cement Plaster
SURFACE TO TOP OF Decorative Finish
numbered items in the list oqin'structions below: FLANGEASANAIR in accordance
SLOPE RRIER with ASTMC926 All inside and
over wood 2nd
1 . Install self -adhered flashing in order as shown by numbers U 3-1/2" INCH FLANGE outside corner will
81, CMU floor
2. Install flashing and weather resistive barrier to form water shedding
need to be miter
laps 4" OR 8" CMU cut and caulked all
3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)-----., butt joints need to
Z Z STRUCTURAL FRAMING
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT becaulked using
embedded in the adhesive layer) - for ease of installation and to CL STRUCTURAL SHEATHING Stampede or sim.
rr ! = THIS GAP IS A RESULT OF
minimize scoring cuts LU ILLI PLASTER STOP NATURAL SHRINKAGE, STRIP OF SAF caulk for all
CL CL
5. Remove all release paper per standard installation instructions and U) DO NOT SEAL.
Cn CONTINUOUS BACKER :)---DRAINAGE PLANE WRI3
adhere to substrate using a square piece of flashing material (6" x 6" LU ROD & SEALANT DRIP SCREED PLASTIC
M 0 VA
Minimum) SLOPED MUD BED 4 ETA 3: Lu ACCESSORY -BOND BREAK WRB
Cr
6. Fold as shown by arrows 4 Cr SFLATH
- 4 LU
7. Angle of corner may vary, adjust folding of the flashing accordingly to 1
U)
VINYL SHOWER P 0
fit tight to corner AN -�:!:
-_ , 1 4 U) Note:
8. Mechanically fasten as necessary H The building paper and metal lath must be
4
Cement installed over the top of the weep screed.
PLASTER STOP Plaster
CONTINUOUS BACKER ROD A over block
& SEALANT 1 st floor
CEMENTITIOUS FINISH
SHOWER SEAT SOFFIT/CANTI LEVER WEEP SCREED DETAIL
SCALE: NOT TO SCALE
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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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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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contal
Momial Gas- Harml Moral
(877) 441-0368 PE-73778
Infoesmart"ilt,
Product IS .. kinds,
DW Function Flood Ill Virullill Vent
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Florida Department of Business & Professional Regulation
Pines 2 .14
Building Codes and Standards
Product Approval Application Datal[
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20
2ALE1111:1111111111
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Versim Manufacturer
COPW S, License Validated
By
Validated 81.101111 Wed
FIRC Approwl
Approval
$Mtws
Revision
2020 Thermal Corporation
Stese Jaspersion Schni RE Ryal K=.E.
W502W 121l
W22l
oaO&2021
Appraise
Caftill EittaticirDogis
(800) $43-7626 PE43409 (Si3) 767
SubQr1phgW. Sviringing Edil Dow Assemblies
iliespe'sonGthemnab.
Compliance Method: E-Ilul Repol .
in
Florida Registered Architect or a Licensed Flords,
Professional Engineer
FLOOM04tsproduck
Numbwwmame
Gualfty
allua2amz=
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ApprovindfairUsla ApproviedforUse
In ll Outside
Hl
Impact
Resistant
Dealz n
Piremature
and Smooth -Star
Nominal S&Mit ill mpacifiql Opaque
12131n=
No
Yft
Yale
WA
Composite Edge Fiberigh- Single Door
(in&W,OAOotr."; X ecirrigUnItil
2
b. Themma.Tru Fiber.Cl2sWc and Smootl
NOT71012168I "IrrWct&l Opaque
112011=2
No
Yes
Yes
NIA
Composite Edge Fiberglass Single Door wall
ScIalial XO, OXor OXV
configurational
3
c- Therml Filber-Classic and Smooth -Star
Nominal 81101l "l mpactillquot Opaque
12il
No
Y"
Yet,
MIA
C�'mposit* Edge Fiberglass Double Door �nilth or
wAthoutSidelites (Inswring/Outimirl M a OXXO
urall
4
It Thermal Fibinr4lassic and Smooth-Stur
:28,11 0 i6quotinvocall6quial Opaque
12)311=
No
Yen,
Yea
NIA
Composite Edge Fiberglass Singto Door
(InsWrill/Outal X coaftgural
5
c Thermal FiberZial and Smoothl
Nominal (Mil l6quotImailactiliquot Opaque
112t�1=22
M.
yes
Yen
WA
-ompoints Edge Fiberglass Single Door �Ah
sid"libill ima"insgkiiksl XD: OX cir OXO
configurational
6
11. Thermal Flbw-0a"c and Smooth -Stair
Nominal Slil Aquottimpacalloll Opaque
12nil=
No
yes
yes
WA
C'mpol Edge Rterglass Double Door Win or
%ftout Sidelitins (Insisminvousil XX or O)Ol
comfigurelfirl
7
g. Themaii-Tru Fiber-Classuc and Smooth-Stor
Nominal 58039r,8 i%quatimpactliquot; Glazed
l2r3l=
No
Yea
Yale
WA
Composite Edge Fib"Im Single Door
(Ine,i4rig/Cutill X ""figuratil
h. Thermal-Tru Fiber-Clial and Smooth-Shar
Norrill SIPXW�8 &quatIrripactilliquot Glazed
12r3lr=
No
yes
Yet
WA
Composite Edge Fiberglass Single Door wfth
Sidelliti(s) OnsseinglOurtaining; XO, OXor OW
configurations)
9
i Therml Fiber -Classic, and Smooth -Star
Nominal 6&#W,$ "IrrWctAquot, Glazed
i2ll
No
yes
Yes
NJA
Composite Edge Fiberglass Double Door vith or
vothout Sidefil Orsamrig/Ouralail )0( or Ol
conrigurations)
10
J, Therm-Tw Fiber -Classic and Smooth,91ar
Nominal 6&MO Aquotimpuictilliquot; Glazed
inlrdoW
No
Y-
Y"
NON
Composite Edge Fiberglass Single Door
(hvWnW0uW.kl X configuration)
11
IL Therml ru Fbar.Claill and Smocith-Shar
Nominal 88l IlAuntImpauctSquil Glazed
i2t31r_'=
NO
Y"
yes
NIA
C�mposlts Edge Fiberglass Single Door with
Sidelial owningtOutsiming; X0, OXor OXQ
configurations)
12
1. Thermal FibelZinal and Smooth-Ser,
Nominal Will gquot:tmpacMqLlet Glazed
12t3lr2=
No
Yea;
Yen
MIA
Composite Edge Pi barglass Double Door Will or
without Sidelites Inawring/Oubmining: )C(or 0)0(0
configuration)
13
m. Themna-Tru Filosi-Clul and SmDoth-Star
Nominal S&Milt 11cluotImpactLl Glazed Molded
i2)31=
No
yes
Yen,
NIA
Open Composite Edge Fiberglass Single Door
answrocuttril X configuration)
14
n. Theirmal Fiber-Clossic and Smootin-Star
Nomll 5111,939l 4uotfmpact&qLiM glared Molded
IW311=
NO
Y"
yes,
WA
Open Composite Edge Fiberglass S Door il
,Vis
Glued Molded Open Sidelb(s) (In rig/OutsWril
XD, OX or 0XO configurations)
15
o. Thennil FiberdClial and Smoodi-Slar
Nominal B&I Ill mpeciSqualt; Gland Molded
12t3l=
No
Yl
Yen;
N/A
Open Compol Edge Fiberglass Double Door with
a virithout Glazed Molded Open Saltines
(I nownigillOulanwil XXcl configurartiorl
to
p. Therml Fiter-Claill and Sirricialli-Star
Nominal SUl lisluatimpa.1,11liquil Opaque
1MIM22
No
Y-
yas
WA
Composite Edge Fiberglass Single Door vil Molded
open SidefitIll (I riviving/Outsaing; XO, OXo, OXO
configurations)
Thermal Fliter4lassic and Smooth -Star
Nominal ft"trll liquotlirripactiliqual Opaque
112131=
No
Year
Y"
NIA
Composit Edge Fiberglass Double Door with or
Wthout M= Model Open Sidelitse
(ImeMrViOl XX a OXXO configuraborl
Florlda Department of Business & Professional Regulation
Bulkling Codes and Standards
Product Approval Application Detail
pil I l
10=1
212 RALOR=
292
_11121 Milan MnLdaawm
coltact a Llcmut vmwatod al Validated aAnyad ITIC AMMVOI
Approiled
R01AAM 2020 POT Induarri.
Jim. R..l Milemil-Di'lle 8CCO - CER Minnill 8000 - VAL IV19=20 1 Drdlill
1112VN20
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C.brial Exiled. D-
(941),1116,0100 (7116) 315-25M
8.bCd.g.r. Sildrig Well bill Assimilate.
losessidliplisrickansfinal
Compliance Radial Com"call. Mark or Listing
fkgML4abAgmb
Qualft PAVAIM Accrond for Use Anommillarluss
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Y.
WA
August10,2022
PRODUCT APPROVAL SPECIFICATION SHEET (2022)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prcMde 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 lbr a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
IFiber-Classic
A. SWINGING
Therm aTru
and Sm oath -Star (NON4MPACT)
F L20461.1
+67.0/l psf
1 2/31/2022
Therm aTru
Fiber -Classic and Sm oath -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth-StarOMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
F Ll 5332.1 - FL1 5332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
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 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne-Dafton
Series 800018100/8200 #1124 (il
FL8248.11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries DhAsion of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FIA 1537.1
N/A (see Inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/30/2025
Pella Corporation
Series 10120
FL11206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/l psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
F Ll 535 1.1
+55.0/-55.0 psf
2/1612024
Pella Corporation
Series 10120
FL11 161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/2&2031
C. FIXED
MI Windows and Doors
Series 185
F Ll 5349.1
+60.01-60.0 psf
4/3/2023
PGT
Series 552-0
FL243.5
N/A
4130t2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/25/2031
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
FL13192.1 - FL13192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Solt
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+ 54.2/-54.2 psf
7/3Q(2023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko (1br Shingle Rool
151b Felt Underlayment
FL12328
NIA
6/29/2023
Plyglass USA, Inc. (1br Tile Roof)
POLYSTICK TU MAX
FL5259
N/A
12/23/2023
C. ROOFING FASTENERS
NOTUSED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NtA
9/9/2026
Florida Metal Products, Inc
Vert RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA-4 Exall Vent
F Ill 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
Dill 10ONS, DMC 150SS, DMC 175S, DMIC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
5. SHUTTERS
A . STORM PANELS
Global Protection Products
Gahanized Steel Storm Panels
FL15076.1 - FL15076.2
Ni
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
F Ll 7869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -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
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVI., PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-W30.15
N/A
9/11/2023
.Commercial
Concrete Products, Inc.
High Strength Concrete Lintels
F Ill 774
NIA
5/25/2024
The products listed below did not demonstrate product approvW at plan reVew. 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 appro%.el, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Businesl Professional Regulation
Building Codes and Standards
Product Approval Appilicadon Detail
Page I ol
1r2=22
QM
292 291
Ehft Pendin,
am
XM Versia
Milinufactureir
canted & uce Validated
By
valiciabd submitted
FSC Awrolind
Awroved
3tatu
Rwil 2020
Therma-Tru Corponatim
Stew Jasperson Lyndon F Sohinidt RE Ryan J.
lGrig P E.
Will 07AX21120
0712W2D20
1011 3f=
Approl
Categorr. Edina Doors
(800) 843J828 PE-43400 (813) 76l
Subcategory. Swirging Exterior Door Assemblies
slospereonothermatirl
compliance Method: E�Iuation Report from a
m
Florida Reg stored Architect a 2 Licensed Florida
RAW4110M
Ptafess= Engineer
Produces
son a
Prodwict Mol Number or Name
ProdugDaftripfloo cantractExplisdion
Cauditirfluasuramos
&MMYRIMLgm AcustoliandfibrUse
Dan in ll
Outside HVK
11311111A
Reshirtunt
200
Presawne
I
a. Therml Fiber -Classic and Smooth-81ar
Nominal 88*39,,S Aquotimpactill Opaque
1 W31 r2W
Yes
YM
Yes
WA
C"'posirle Edge Fibe rillass, single Door
(1-irglOutioll X corligual
2
b Themna-Tru Rber-Clail and Smicioth-Stour
Slil, 6 9quotimpactilquil Opaque
121l
yes
Y.5
Y"
WA
g=inal
mposide Edge Fiberglass Single Door With
Sidel Oninni4rigiCutill )10. OX or QXO
3
c. Therma-Tru F1w-CIaWc and Smoothl
Im lqu t=
013
12/31 =22
Yes
Yea
yes
NYA
Composite Edge V=os=
�ftl Stainless (Irnaniirg.�Ouhaiiinl XX or OXXO
citriftilu"alkil
4
d. Therml FIber-Clal and Smooth -Star
Nominal Bill 0 Aquioltimpacluliqual. Opaque
l2r3l 1=
yes
Y"
Yad
YA
r
,omposte Edge Fiberglass Single Door
(Insining/Outtinift X configuration)
5
Thel Fibill .. iciandSmooth-Stil
Nominal 8&#WO SquakImpactiLqual; Opaque
l2al mw
yas
Y-
Yen
WA
0 a 11 a glasel l
0
S=m X. OX0
(n) 0'1';�Uhal
corifigural
6
1'. Therml FIber-Clasal and Smootti-Star
Nominal lWitill ilquottlimpactillquot, Opaque
12niaM
Y"
yea
yes
WA
Composts Edge Fiberglass, Double Door Wth or
Wthol Sidelites (IniminglOubilmrig; )0( or 0)0(0
-rifig.riatil
7
gl Therml Rbw.Classic and Smooth -Star
Nominal 69SW,8 11,quoOmpiactiliquall Glazed
12131 Qmn
Y-
Yale
Yea
NfA
Composite Edge Fiberglass Single Door
InsionglOurtswra; X confl2ural
8
h. Therml Fiber-Clusic and Smodith-Star
Nominal e&#V,$ liquatImpactill Glued
12131 ill
Yen
Yes
yes
WA
Composite Edge Fiberglass Single Doorft
Sidefill anamniYOuteiiiing; XO. OX or OXO
carriguninfil
9
i Tham�Tru Fiber-Chal and Smooth -Spar
Nominal O&M.8 &qLvitimpactilquot; Glazed
12/31
Y"
yes,
Y"
WA
Composite Edge Fiberglass Double Door vinth or
vAtrout Sidettes (finaninnnillOutal XX or OXXO
configuraftrus)
10
J. 7hermal Flinew-Clainsto and Smocith-Star
Namins I SSt#1 lill ImpactIlquott Glazed
l7J3i/=
Y"
yes
Yes
WA
C'mip*eita Edge Fiberglass Single Door
X configuration)
11
k. Thermill Fiber-Closinic and Smooth -Star
Nominal 9&#MO Iliquot;Impactliqual; Glazed
I W3112022
Yen,
yes,
Yes;
WA
Composite Edge Fiberglass SIngle Door With
Sidill Ons,*nISOulsiril X3, OX or OXO
configurations)
12
1. 71hormil Fitair-Cessic and Srr*Qth,%r
Nominal 88l Squotimpactliquat Glazed
1=11=
Yea
yes,
Y"
WA
Composite Edge Fiberglass Double, Door %ft or
Wthout Sidelines (Irwrmiyouteift; XX or O)O(o
configurations)
13
m Thermal Foor.Classic and Smocith-Star
Morning 1 GR,6 &qUoI;Imp2Ct&qu(A Opaque,
12131 =2
Yes
Y"
Y"
WA
Composite Edge Fiberglass Single Door with
&cluct;Non-Impactilquot; Sidelkel
(IneningfOutil XG, OX or OXG configurations)
14
m. Therml Riber.Cleal and Smocith-Sta,
Norninal Gill4l illquotimpactilquot, Opaque
12131 r7m
Y"
yes
Y"
NfA
Composhin Edge Fiberglass Doubts Dol Willi
ktuctNion-Implactiquot; Sidolites (Insithist/Oull rig;
0= configuriallion)
15
o. Thermal Fiber-Clail and Smoot -Star
Nominal 8&#W.O Squotimp"quot Opaque
12131
yes,
yes
Yee
WA
Composite Edge Fiberglass Single Door %ft
&qual;Non-Impactill Sidelil
QnsiningiOutteMnII; XQ, OX or OXO configuratome)
115
IF. Theml Riber-Zlial and Smoo"tar
Nominal 8&139,0 &qucK lmpact&quA Opol
12131 Q=
yes
yes
Yea
NfA
Composite Edge Fiberglass Double Dol inth
liquotNon-Impactl Sidelfts (InssilinglOutol
0)0(0 configuration)
17
q. Thermil Filow-Clius- and Sirroath-Stsur
Nl G&A39,,11 Sil N-Irripinchilliquall; Opaque
12t3i
Y-
yes
No
NfA
Composite Edge I'llberfil's" Single Door
0monwing/Outs"na; X corifturartion)
18
r. Thermal Fiber -Classic and Smooth -Star
Nominal SquotNon-Implactliquot, Opaque
1 2r3i r2w
Y"
Y"
No
NIA
Composite Edge Fiberglass Single Door vil
SdWbKs) OneWngrOutan"; XO, OX a OXG
configurations)
19
9. Therml Fim-ClessiG and Smathil
Nominal S&l l9liquotNon-Impact5quot; Opaque
12131 Q=
Y"
yes
No
NIA
Composite Edge Fiberglass Dou bla Dow Wth or
vAthout Sicaltes (InsnMrigiOutal XX or Ol
configurations)
20
t Themill Fiber -Classic and Sirrooth-Star
Nominal INIAl SquotNon-Impect8l Opaque
12131 rW
Yes
Yes
No
WA
Composite Edge Fiberglass Single Door
11-Ming/Ourtail X configuration)
21
u. Thorma-Tru Rbor-Clal and Smooth -Star
Nommal S&M;D 9quothlon-Implacdclul Opaque
1251t=
Y"
Yes
No
WA
Composite Edge Fiberglass Single Door Wth
Sidalkill OnsivAngfOutawng: X0, OX a OXQ
contlauraons)
22
Th.-J. Fil ... I. and Sn..Ah-%r
Nominal 8&4'30;0 8quotNall Impocitiquot; Opal
IT31=
yans
yes
No
MIA
Composite Edge Rtneglasia Double Door Win or
vilthout Sidelibes OnrMing/Oubsil )%or Ol
co'lligurarbonsit
23
w Themnal Filiar-Classic and Snigoth-Shur
Nominal ftl ilcuotNon-Impactilull Glated
1=11=
yea
yes
No
NIA
Composite Edge Fiberglass Single Door
Onsining/Oulta%l X vorifigurstiorl)
24
x. Thermat-Tru Fiber -Classic and Smooth -Star
Nominal 8UN.8 iliquotNion-Impact9quot; Glued
12J31r=
Y"
Yes
No
WA
Composite Edge Flianerglaw Single Door vift
Sidelksl i1noWngliOulslft W, OX a OXO
ooftfigunitions)
25
y. Thermil Flibir-Ciansicand Smoolin-Star
Nominal S&AW;8 &qtLQtNQnInVad11Ll Glazed
IX31=22
Yes.
yes
No
MIA
Composite Edge Fiberglass Double Door Win or
without Sidelites (Insining/Outannimg; XX a OXXO
configurational
26
z. Thermal Fillser-Osal and Smooth -Star
Nominal 8&030;0 &quat;N*r�m"ct54ul Gerald
l2J`31t=
Yes
yet
No
NA
Composite Edge Rberglonso Single Door
onsininWOutswing; Kocintligunittion)
27
za. Thermal 9w-Clusic and Smocth-Ster
Nominal 86#39:0 liquotNon-Impsadquot Owed
IV31=
Yen;
Year
No,
MIA
Composite Edge Fiberglass Sil Door An
Sidelitel QnswriglCulsviing; XO, OX a OXO
configurations)
26
A. Themoo-Tni Fiber-Clall and Smoothl
Nominal Still 3quot;Non-ImpluctAl Glazed
121311=
yes
Yes
Nb
WA
Composite Edge Fiberglass Double Door Win or
vifthoutsidalft. onomrigilovolil )O(or Ol
configundions)
Florida Department Of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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145-31"quot)(8%quol NON -REINFORCED
2
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No
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9Um�i;,8Uq.ot. MON-REINFORCED
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Yes
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Florde Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Applic~ Detail
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CAN
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Florkla Departinnert of Business & Profeenslo" Regulation
Feel 1 Vf I
Bulilding Cocbs and Standards
1157021
Product Approval Application Detail
Florids Depa dmerit of Business & Professional Regulation
Buiilding Codes and Standards
Product Approval Application Detail
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Therms-Tru Fitter-Chistaic and Smoodr-Star
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yes
No
MIA
CU
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Nominal 6&00,,S IliquckNon-I nnpadlltquo� Opaque 12)31/=
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Fiberglass, Composites Edge Double Door With or
MIA
configurations)
4 d. Therrna�Tru Fiber-Clamic, and Smooth-Shor Nominal 7&#W,0 SquatNon-limpavisquot; Opaque 1WI/2= No yes NO MIA
Composite Edge Fiberglass Single Door
(InervAngtOutsvAng; XoprifIguraborn)
5
a Thermas-I'm l7ber-Diessic and Snooth-Star
Nominal 76iW,0 SquatNon-impactliquat; Opaque 1213112022
No
Yee
No
MIA
Composite Edge Fiberglass Single Dow with
adelims(s) (Inevvingloutswrig; XO. Ox or OXO
6
1. Therrinst-Tru Rber-Classic and Smooth -Star
configurations)
NornInal 89#32;0 8,quatNon-ImpactIqLlot Opaque 12131=
No
Yes
No
NIA
Florida Department of Business & Professional Regulation
Nr I ft
Rorlda Department of Business & Professional Regulation
Pariai
Floricle Depatitimarit of Business Professional Regulation
P.Pial
Composite Edge Fiberglass Sing)* Door
Building Codes and Standards
Building Codes and Standards
Building Codes and Standards
arsinvingoutroving; X configurazion)
7
g. Therma-Tru Fiber-Clarstsk, and Smocth-%ar
Nomnal U#39;0 squotNart-Impadlquad; Opaque 1251r=
Composite Edge Filowillass Single Doorvurth
No
Yes
N.
MIA
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Sidelithe(a) XO, OX a QXO
a i
configurations)
8
h. Them-7. Fiber-Classio and Smooth-Stax
Nominal 89#30;0 aquot;Non-Impact8,quo4; Opaque 121311=
No
yea.
No
NIA
Composite Edge Ftb&V� Doublie Door vvfflft of
a" 29LEwldm 2112
raft
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gas M gmkzjn= 20
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Non" 0&#U;8 8,quot;NonImp;wdquct Glazed 12f3lr"2
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Cmlrepavy, W.d-,
(941)46"100 (786) 315-2590
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(717) 366�3300 PE-M14 (717)31?-U54
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Nominal 59=;8 lectuoti,lon.4mpactArquot; Glazed 12/31r=
No
yes,
No
MIA
C-911- Method! Controls. Mwk Or using
Compliance Method: Evaluate. ROW tom
Complikenesildhod: Canniest. Mark or Llono
0171
Composite Edge Rbwglm Single Cloorw"
Ft." Reildwrd Architect or a U-sed riclid.
Sidelifte(s) (InsWing/Outesving: XO, OX a OXO
pradwem
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configurations)
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A-,,W Far U, A-,,udf,U, old -
It. Therimmi Fiber -Classic and Groah-Star
Nominal 63#W8"Non4mpact&quck Glazed 1M112=
No
yes
No
MIA
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Product throwhotion cordract Excitation gas,
A--,d fair use Approved for u- Impact
In HVHZ Outside HVHZ lismisdant
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EWNIAdumiuft
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latealL
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Composite Edge Fiberglass Double Door Wth or
vithout Scares (InvivinglOurhaving; XX or OXXO
Aw
5
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MIA
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MullanstarAll Doom andlYindows
Aluminum Mullons, =262026
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12
L Therma-Tru Fiber -Classic and Smooth -Star
WnfigiffatICTIG)
Nominal 78#30;0JIquotlMon-Impeodquot Glazed 12131Q=
No
Y"
No
NIA
it"
2
5794
Vertical Ajummir- 1111.11- 120412024
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No yes,
Assiligell
Yee
WA
Composite Edge Filpavlagi Door
(InsvingirOutinvingll X configuration)
13
m. Th--Tnu Filow-Classi.-I S-th-Q.,
Nominal 7&*W;O &quctNor-Imp=,,&qLx* Glazed 12J31P2=
No
yes
No
N/A
Cornpoleft Edge Fiberglam Single Dow wth
Sedelfte(s) Qn9WharOuNkvimX XO, OX or QXO
configurations)
14 m. Thering-Tru FlIcar-Chumle and Smooth.Slar Nominal U*39;0 "NOn-ImpOcMquoI; G122M 12/311= P40 Yes No NIA
Z
Campo" Edge Flborglam Single Door
(Inavvingfoulsvering; X configuration)
15
o. Therrizi Fjba,�Clmsx; and SmDoth-SW
Nominal BUX04,quarthionImpactfiquak Glazed 12131rem
No
yes,
No
N/A
Composite Edge Ittimerglass, Single Dopraritte
Sid.1ma(s) Onwnlingl(Ditsvving: XO, OX or QXO
Florkla Departnient of Business & Professional RsguMan
P."IfI
Florida Department of Business Professionmill Regulation
PWe2d`2
Florida Department of Business Professional Regulation
Pp i d 2
is
p Thermo -Tint Fiber-Classo and SmDoth-Ster
configurations)
Nominal 8&039;0 "NorI mipactScluot, Glazed 12J31t2=
No
Yes
No
NtA
Building Codes and standards
IA=1
Building Codes and Standards
Building Codes and Standards
1412021
Composite Edge Fiberglass Double Door Wth or
wificul Sidelites, 0 ristaniglOutewng: )O(or O)=
Product Approval Application Detail
Product Approval Application Detail
Product Approval Appilicirtim Detail
configurations)
17
Ther-ma-7ru Fiber-Clasuer and Sniolith-Star
Nominal b&KW;8 8quotlilon-I mpliciftuot Opaque 12alr,?=
No
yes
No
N/A
Ccrnpashme Edge RbergleasSingle Door Win
DIX
is
r. 7herma-7ru Fiber-Classit: and Snipath-Star
Nominal 69#39 0 12131i2=
No
Yes
No
NIA
Entity ar
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manufacturer
contact Validated as
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Sid.litelsil and Tran- CIXO.
Orox of O1OXO configurat"
Rvi.1- 20"
James Hardie Building Prothicts. Inc.
Chad Ulark. V, Andrew Tom John Southard. P.E.
01)(11,11021 12ti4,2020 01.OW021
ding FFIC Appl.
Rejelon 2D23
Aisles
Nick Thompson Ryn J. King, RE,
W15M21 02tl5w2l (1212=021
04113=1
Approued
ReAslon 2020
GAF
MOW ft." Robert Nswalmen John W. K.-Mon. PE
0942042020 0921/2020 1OWM020 i21W2020 Approued
19
a ThermazTru Fber-Claresic and Smocith-Star
Nominal S&M;S liquot;Non-I nipactiliquot, Opaque 1201121W
No
yes
No
NIA
categaw- Panel WON
(WIFIS45-8350 PE-81062 (352) 36?-2529
CsagW- Panel wells
C33D) SM-238B PE-43409 (813� 76TZ556
Catgovi Floating
(61M 70544111 PE-NI66 (954) 772-6224
Composite Edge Fibeiglam Single Door vAth
SubCalloory: acting
ch.d.d1welk.0jarneshard
sudecaleg-r- Sellers
n1hompsonlitalsiel-
Subcategory, Asphalt Shingles
irtstaltager.opm
Sidello(s) P-Ang/Outavving: XO, OX or CXO
Compliance Maine* Evaluation Report tort, a
CasnplIence Method! EvAusition, Report From a
Consistence Method: Evaluation Report morn a
C.rMmu... Head nd E411
Florida Registered Marked or. U-sed Morid.
Flodc.R.Iiitmrolkehilveter. Lic-dFl.dd.
Florida Registered Ardiftect or a Licensed Florida
20
t Themis-Tm Flb-Clmsuc and Smaoth-Sta,
Nominal 811,039,0 Opaque 12/3112022
No
yed
No
NJA
Pd..InA Engineer
Promasonal Engunawr
Prolmomel Engineer
Composibit Edge Fiberglass Single Dow fth
Sidelibs(s) QnsuviripPOtaiNvingi; X0. OX or OXO
PLAtIHOM Anedurd,
lussubaLmomm
Continuous Herad " Sill configurations)
audmLa"kmu
Actoroiltall"Use Approved far Use Imilm
ROM
Qu4kv Assurance
Anexaved For Use A2.-W for U-
kRig
2WM
Quality Assurance
Approvedlerthim, Ancroved For the 1011111a ROM
21
U. ThervirvieTru Fhow-Ckasso and Smooth -Mar
Nominal SiLlslipil iliquat;Non.1mincraquot; Glazed 12)3112022
No
yes
No
NJA
219A
Product MOM Number or Him
Product Detonation Contract EX&OHM RM
In HVKZ sun"* HVHZ Resistam
Pressure
8-40
Felailet Mdki, Nuarster or memo
Produce Doscriplick, Contract Itallnekla, 09.
In HVHZ Oulaid, HVMZ
11.61.1ast
P-r.
fatal
product M dol. Reactor or Hour
lertilluct D,,Hd- conked EAdl- Md.
it, HVHZ o"dis HVNZ Itimiladmaill Fureaurs,
Composite Edge Fiberglass Single Dow Wth
SdeltKs) XO, OX or OXO
I
Carnpi-It Lp,%ding
IWIFA23
yes Y. MIA
WA
1
a. "2T" Sollit
Vent or Solid V" SOM I 2J31 f2O23
No yes
No
MIA
W Asphalt PW,9hlnMn
Flocratess, relnhroad 3.0b, hornimaked, 5-tab end 12116=22
No Yee MIA MIA
Continuous Head and Sill configurations)
2
Hd.PW* Lp Sding
lb-manth.p.1drig 12)311/211123
Y. yes MIA
NJA
2
b, LwatAIII-c. 1'"auct: SON
VON or� Schol Very! So1Q 121312023
No Yee
No
NJA
hirulimpe, aWhaft sirkergies
22
T!..,., -Tru Fiaer-Classia and Smooth -Star
Nomi=18&4M:O&quc�Non-lmpatt"Glmmd 12/311=
No
yes,
No
N/A
S
c. lopid:Grewribrar Vintage SeadadOU: Soft
Vail or Sold Very! " 12131=3
No Yee
NO
N/A
Compoarthe Edge Fiberglass Single Door with
4
a Loupto"quot SdR
Vent or Solid VW ScMI 12/31JZ23
No Yee
No
NJA
irz
Sidelka(s) itnsvAngfOulavving; XO, OX or OXO
5
e. &quat.ChwW DaMA-1; B&M
V-torlildidViTylS.11111
11
No Y.:
No
NA
LLJ
23
w 11thermile-Tru Flber-Clemic and Smadli-Ster
Continuous Head and Sill configurations)
Nominal U#*. 8 FictuotNon-Insloadikciumt; Opaque 12t311t=
No
yes,
No
WA
8
1. &qu&.&p-,9p.-&qu-t; Strait
Vent - sold V" Sm
No Y,
No
N/A
�5 (=
Composite Edge Fiborgims Door Panalt, vAth Vented
Us
c�, C=
Sidelize(s) X)I, XKy, or XXXK
cc c-, M
24
x Therms,Tru Fdoer-Ciassic and Snetooth-Star
Quorfiliuratigns)
Nominal SWW,0 86quotrion-Impact8quort; Opaque 1213IM22
No
Y"
No
WA
Cc C14
LJ- -�,<
Composite Edge Rberglause Door Panels vAth Vented
Sidelita(s) W XXX*r)O=
25
y. Thermse-7ru Flner-Chimlemind Smooth.Star
configuration.)
Nominal 58AW;8&qumt.Nan-1mwoKquol; Glazed 12131t=
No
yes,
No
NJA
cc
Composite Edge Fiberglass Door Panels With Vented
co
sidelis.(S) ormewnglounswing; )O� )XX or XVX
Florida Department of Business Professional Regulation
PWIrl
Florida Dope rtrikeret of Business & Professional Regulation
Peal, I all
Florida Deparlintent of Business Professional Reguhlition
Page, 1 (1
cu
W
configurations)
Building Codes and Standards
106=1
Bullcing Codes and 6tandards
Building Codes and Standards
- =
26
z. Tharms-Tru Ficer-Classio and Smooth -Star
Nomiml8&V3Q�0"Non-In�otgquot Glazed 12M/2=
No
yes
No
N)A
ca
Composite Edge Ffberglam Door Parelsvulth Vented
:= -<
Sidelle(s) VnsWnWOuW,*V; XY, XXX a XXU
Product Approval Application Detail
Product Approval Application Detail
product Approval Application Detail
-
31: as
27 za. Therma-Trut fiber-Classit; and Smooth -Star Nominal SM39:8 Wo0on-Impactil,quort; Glazed 1213112= No Y" No MIA
all
Composite Edge Fiberglass Single Door with 3W39k D
Sidelims(s) answagrOutsvving; XO. OX or OXO
Endt,
Jift 29, asippyndre,
Enjfty
cat Pending
Malwor
Daw, Ponclim Cott
25
zb, Thismus-Tru Fliter-Classia and Sniocth-Ster
ocinfigui-allons)
NorringlISSIT212;88,quotNon-ImpaGMquM Glazed 1213it2m
No
yes
No
MIA
Version
Manufactures
contact Labsitult.61minst XdAd"
YWWKW hilagillaii PAC A--.W A,,,,,d
zm killed-
LACARU"
Askaravol
IV" varillon Manufactures
clatdt EnclowAlLicansm, Validated as
velidemd BubmVtbd PRIC Apansvil Approved FROM
composite Edge Fiberg [am Double Door with
R.,AIWn 2020
TAMKO Building Products LLC
Karl Ede Rated Miami- John W. Knexavion, PE
ICWU4= 09129nma 10AW2020 1245=20
Approved
Revision 2020
LV. Thompson. Inc. do@ Thompson Alchnedurd
TO" Christman Zschuy R. Priest Steven 14. union, PE
09117Q0211 OW16120511 1)9=320
12115=20
Approlod
R"a- 2020
Florida MOW Produeft Inc.
clartjorits J Was I Bsjokw� REQ StOWIT M, Urch. PE
09)27.f2D2o OL2W2020 lodmo2o 12/16r,070 Approved
WWO Si"fts OnsminglOulayAnIT, C)Q(Q
Ca*QW. Raising
t417)824-6844 PE-59108 r954) 772-6224
Metal r-neary 4TAMCO!
4013) 2411414511 P& 74021 (?17)317-9454
Catlegarv. Fooling
(904) 7&"400 Clilucxsruorearkns IT17) 317-8454
29
cc, ThemseeTru Fiber-Clossic and Srnvoth�Stmkr
configuration)
Nominal Q&M.0 liquo; Non-Impact9q,rot Glazed 1213112=
No
yes
No
N/A
sul rr. Underlsyments
kard-werieliterrito.com
Category: Roofing
"CategleW. Roolng Acomearles that Nroan
SubCd.9mr. Flocing Aeors-es tho an
Intagrel Partafthe floolingl9yown
cia,lopmems- PE-31242
f-)
l-
Composite Edge Rberg Ian Single Door with W39k D
CwVtlanm Method: Evskuldhin Report tom a
untle,W Part ofth. Rocing "am
cop4l�uqthd; Evow-tic, R.Prtf,-.
Sclelimk(s) �ns%ingfOutsvving; XO, OX or OXO
Rrkh R.00-al Architect Or. U-.d Rated.
compil lance, 111,12mock Evaluation R pan tom a
epc
Florida Registered Architect .. U-sed Fiords
30
zd. Tharmil-Tru Fiber-Classio and Smooth -Star
Non, A;O&quctNor,1mpatA&qucK Glazed 12131t=
No
Yes
No
N/A
Professional Enginew
F, pace Registered Architect, or. Licensed Florida
Pd-l..[ F'snew
Composite Edge Fiberglass Double Door usith
now" isneduch
Proliessonal Enginew
flghffllb4tl Produmbe
3WWP Sidairtese (Ins-MriglOutavulng; OXXO
FLOlMS40PPduaN
Wittigurabari
AgKgadlKILU Ancramad for Lim XW"
Distill
QuallivAsstrance,
Approved for Use Approves! far Lise Ill" 22M
31
ze. Therintle.Tru Flicer-Closele amd Smooth,13tar
Nominal 7&939;0 AliquotNon-Impactilquall; Sho Itter 1Z31r2D22
W
yes
No
N/A
it"
b-ft=
Product Description gmkmLLakimaLem
In HVHL out" HVFIZ Resistant
clearly Assurance
Approvidliortlat Approved fa Use
111111ftle
21tft
awl
Product Model. Numhar Or Me-
P,,&.t 111-Apdain GQMAazmi*iwj2dl
in HvHZ Outside WVKZ sailift" P-,
Swiss Composite Edge Glazed Fiberglass Snake
I
Rod unowleynnesks(RW)
Root undeflayrnarts for use 0 F FIC HVHZ 0&22120M
Y" No MIA
WA
AMI
all
ImmAL2mgdwu &22mazmiomgaaa
1, HvMZ 2AMOLMM
ARMS=
Pra-,
3
3- FLAMCO &qL"I:RV i() Ridge Writi,quot:
Aluminum Ridge Vanes 1W roan Wasted 12/31=4
W yes No N/A
Door Yvft a Wthout 19#39;2 Sidelte(s)
Itrisdotorks.
I
IMI= liall. lx Tic
vent ""
26 j;L scale roolf-AW-0th balle, owmon
yes yes
N/A
WA
ft.0.02YAlurmin..
OrwvvingfOubkvvng� X OX XO or QXO configurations)
2
TAMKO Rod Uncorkaynents (MCN+TVl-IZ)
Root umd�daymms,ls For use In F BC no,-HvH2 08129,2023
No Yee NfA
WA
2
TAMCOGeopermckVent
200, 09,100f2ow
No yes
MIA
+0JL5245
jurladations,
3
TAMCO Off-Filig* Roof Vem with Be Ik
. pa. side roal'ventilmdar with Integrated baffic 09109�?M
yes yes
M'A
MIA
4
TAMCO Round Top Offaidge Vent vAth Beffle Far Tit&
26 g. stall.marfventilator vilift hails osm,2028
yes yat
WA
WA
Florida Departmeent of Business Professional Regulation
P.O. 1 di
Flodds Department of Business, & Professional Regulation
POP I as
Florida Department of Busineas& Professional Regulation
Pegs 1 .41
Florida Departme nt of Business and Professio na I Regulation
Building Codes and Standards
Building Codes and Standards
11F021721
Building Codes and Standards
1415022
BLAIding Codes and Standards
Product Approval Application Detail
3/15/2022
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Q21111
3yin VWI,,
rdEw Xdgmwa
24111 R11111! Dab Pandina gal
xdg= BtAmm FIBC A,,IvW Approved
Sam
Cab
'Nn version
Marrerfacturser
Cossack Glass- 9 Lhow- Validated 0,
2" am oat, PS-
Vdldkd Shilitild FQC Acamminall
20
A,-,"
Saba
Code
im Version
Manulacterner
Efflity or
Car= EnstinearlLucense Widded By
Derm, Daft Do* Pending Daft
Validated SiziIMioel FIND Ausproval Asurraved
FL#6259-R31
Rvi,i. 2020
Leman.
Katri.. Jolley Jamas L Ruckner, P.E. Steven M Urch. PE
1 in=020 11123,2020 1V=020
ting FBC Appr-
R"sont 2D20
small R.offirti;
Ard- Pow IAPMO uniform Ev.su.fion Gary W. Welk.
1 111)=20 IiWM211
limnx)20
APW&.d
Revision 20M
Global Protection Products L.C.
Tim Robinson W.Har A. 711 it J,, P. E. John W KnesurvIelh, PE
09108r2= QPAW2020 I DMIM120 12/15M20 Approved
(D
2012
iEntly, or
2W
DU
9=
20 Status
Catboorr. Ratfing
(501)963-6163 PE-31242 (717) 317-8454
categavir Floolms
(801) 3Wswl Sirvicas LLC (205) 864-0160
Cat"W shurthers;
(954) 089-7545 PE-44187 (064) 772-6224
1(a
VtrstOn Manufacturer Conte
Engineer & Validated
Validated
Submitted
Pending
ARDroyed Approved
SubCatteloW. Repirm; A-sork. that ar..n
com
IbCdpr-
RoWnAndeme"boraLoo
Ta
SuIsCategarf. M.- Panels
Medrod: Evaluation Report from
brin.rabinscrQgpipwitcom
Revision 2020 POLYGLASS USA llvllrikur)�Alpert, License John W
1 Dr2WO20 W22IM20 FBC
121151=
Integral Pan *fine Raising System
CmWMn=Mdhod:Eu*mstionitwo tome
C"Ilancle Whod:eveluatimlitaportfroma
Product EW= Emery
Compliance a
F brWa Regiwitered Archbect or a Licensed Flaricla
Category: Roofing S954233133OSmalpert@polyl;lass.oDm
Robert Niaminen Kriazervich, PE
ARIgnoval
Florida ReorsereclArchithect ora Licensed Florida
Professional Engineer
Subcategory:
PE-591 68 (954) 772-6224
11101/2020
Proreetchat menser
Fusirsiummuensesick
FLOMM4t&$�afteit
Underlayments
fltlzRtABBNO
Quality Assurance
Approved for Use Aporaved for Use
MMEL
211111W
Approved for use Dirallarl
Compliance Method:
QtMwAsKffaKt
Aminsvid for Use Acoroved to the knolact
21=
Awl
is
Salary- shom. Sale: Country Sill., son Cod English
Fiat Profile - Deaver, CO 12/31r2020
in KING! Outside HvMZ
No Yee
Root=
NfA
MIA
settle
ProductUadal, Numbstror Name
2WISLaigilligiggg AgQMAI=An IM=
ProducrDeparlistion contract Expiration Date WHVHZ Outside K%W Rafthstant P�
Evaluation R Mort from
amb, QLatage
aaaaLanumm go
in MVMz Ou"We KVHZ 111-lent
Thatch Aamp: knpacl
1
20 Gage Galvanized Steel Storm Panelat(WiZ
Corrugated Galvanized Sent Storm Panels retained 12t31r2=
Yese Yes yes NIA
a Florida Registered
I
DA-4 or TRI-Suill Deck-Ar DA-4
I- Pr.N., Polypratmila. Plastic, Rod V-1 12110=5
No Y. Me
-97.51.97.5
17
Sony 800 - Slide. Shake Awnp: Soft Shake
Flat Prdle - Istwit". CA 12131*020
No Yee
MIA
WA
or not by Weeks to provide hurricane protect on
Architect or a Licensed
luescherticallyAltachad hi Plyactid Deck.
I
1:
Saxory SW - Sale Shake &-p; $04 Sheas
%,.y?00 - Shake Name 8011, Shake
Flat Profits - Risk., CA i2nI=0
Plat Profit. - Atoolkhor, CA 12131 rbM
No Yee
No Yee
MIA
MIA
WA
N/A
2
24 Gage Galvanized Steel &arm Pan@"HVHZ
Corrugated Galvanized Steel Stain Panels retained 121510=
Na yes yes, NIA
(D
Flohda Professional
2D
27
8== - Shake SIM. dernp; split Shake
T .18-lar.
Far Preft - Riallo, CA 12/3102D2
Hgh Pralle - Pety. TX 2M 0020
No Yee
Np Yee
MIA
N,%
MIA
MIA
or not by tracks to provide hurri--ants probaction.
(D
Engineer
FLO62SM31 Products
25
'Afia
Law Peefle - Kty TX I2,s1Q020
No Yee
N/A
NJA
gUalkVAMMC!� &=5&dMUN
cow�-� EMU—
AWMMIldIffAllilli
gw��
iMOd
lleTs-tana
gFullm
Nwiv-51,11,
a-
N Product NI Number or N
fairrycluct Desedidlont
Dag
I
Polyglass Rod UnderiftymentS
Racing underlaymilems 1012112= NO
Yes
NIA
4WAI-M.5
1
Poly0ass Roof Underlsyments (HWUi
Polyglats roof undedayments for use In FBC 0== Yes
NO
NIA
WA
HVHZ Predictions.
>
2
F-olygass Roof Undeftyments, (nW-HVHZ)
Polyglass roof underhayth Orsts, lair use in IMM21=1 No
FRO ncrHHVHZ jurisdictions.
yes
N/A
-NiAl-mb
0
rlodda Department of Business& Professional Regulation
Pago I of I
Flords Department of Business Professional Regulation
hgalcli
Florida Departmerd OF Business & Professional Regulation
P.01orl
16-
1
Polyglass, Roof Underillaymerits (HVHZ)
Polyplais roof underlayments for use In FBC 12123r2m Yes
HVHZ jurisdichorks.
No
WA
WA
Building Codes and Standards
1125r2O22
Building Codes and Standards
Building Codes and Standards
19=2i
>
2
Polyglass, Rod Uncedayments (non-HVHZ)
Polyglass rod unceraym ents, for use In I=XAZ No
FRO naHVHZ j.ddlations.
yes
NIA
-MAI-M.6
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
I
Polyglass Roof Underlaymerin; (HIVHZ)
P*91&29 roof undeflaym ants for use In FBC12f2Y= Yes
HVHZ junadialicess.
No
WA
WA
IIIIJ�l
2
polyglass, Roof Underlaynheirts (non-HVHZ)
PcOalass roof undedayments, far use In 1212312023 No
yes
NIA
+WAI-M.5
Entriv or
20 21h Data Pending
Enm Or
Misspending
Date Pendina
FBC ncYHVHZ jurisdictional
TV- Version Manufacturer
C4 ntact Erainver A License Validated
Valid~ $UtWntftd FaCApproylol Approved
statute
MGM Version
Ilmoduagag
LooLULLLWM Validated EW
kallam MOM= PBCA-19
agumsig
§Wka
vejagn
satiggalgidt
Eradnaw A Ucares, vuldshed a.
FSC A-,-W PA,,vd
I
Polyglass Roof Undarlayments (HVHZp
Painless roof underlaynierts for use In FBO 12f23Q= Yes
No
N/A
N/A
Revision 2020
All American Shutters" Glass
Mike Barbieri Frank L. Bennardo, RE 7roy Bat P, E
1012W= 1011SQ020 11AW= 12115=0
Approved
R�Mom 202D
Alpine
Stuart Le%-.iw ICC E-JusUan service, LLC WIN- M. Ranier. PS
10/31020 1 00=0 1 1AW020
1,100612M
Approved
RsvW. 2020
Commisclad Concrete Producte,finc.
Ropert Gills SwnsmI A. Greenberg John Hoy
I 2M WWII 1 zmdwzo 12QW2020 time FEC AM.
HVHZ jurisdictional.
Category Shumate
(561) 71241682 PE430,16549 (254) 947-0880
Calgr. Structural Camportutts,
(321) 710-3377 (407)6al-1917
Cat"Mr. "Wwcwvw.m
jet 3) 659�3707 P"243 (35Z 588-3311
2
PolMassRaOUnderlayments(nom-HVHZ
P*Sla" rool'underlaymer", for use In 12f23= No
yes
NIA
-WAI-=5
subc~rr. SIM Panels
mikeboallarnevicansmulthe
subcategory; r- Phil-
SubCdeparin. Produich, Introduced to t Rowft of
FBC norm-HVHZ jurisdidDrs.
Compliance Method: Eviel tartion Report from a
racam
Compliance 11111.1hot Evaluation Report
Product Ealustim Entry
N-Tachnlgy
from
Forlds Reg Wered Architect or a Lic-sed Florida
Urnpilar" Method: Evaluation ROW a
Professional Engineer
tummiLalaw
Florld. Registered Architect ce. 1-1-sed Florida
Protessomal Engineer
2
PM?Bd$4tb
Pladuaft
Qu 0 X r A wasnermos
Approved for Use, Approved for Use
WI-d
Dealark
L-
QuallbrAssumence
AcemovadfarUss AnonsvedflarrUse Igg=
Deala m
r Name
disk
In MVhZ Quidde HVIIII
R"sf&N
p�
3--1
Prod uct Model, HUM bar or Nam 0
Product Description contract expiration,
Do" In HVHZ Outside HVKZ Results.
Prassit,
I
17W KWA10. Hill- St-mith iH &--P: 8)
Metal Connector plate 12131)2024
Yee Yes
Nhk
N/A
OIft A,-
At-ravollfts-Lise Anaraviall Far Uses Wall. Qmft
I
24ga Galvanized Steel Stan Panels
Use Galvanized Steel Storm Panels 121'W1022
yes yea yes,
N/A
2
ITW BCG/Aoim Hinge Plate
Metal Connector PW# 12flV2024
yes Yet
N^
MIA
Product Model. Number Or Nam
Product El"whodoll
In HVMZ Oubtcb HVHZ 11sidelaol Premuse
3
4
�TW:CGAWM Trulas
TIN. COLAII'm Wave
121 7024
Metal connector Plate 1 31
meet C"eclor Plate 2/3112024
yes Yes
Yes Yee
MIA
NA
MIA
MIA
Qualty, PrOodst a Corminnerdal concrete Products
Precast and Prestressed Concrete Umtata 05rW024
No Yes MIA WA
ICU
M
Florida Departinnert of Business Professional Regulation
Pairs I pr2
Florlda Departniend of Business & Professional Regulation
P.Pial
Florida Department of Business & Professional Regulation
ftim I On
-0
Building Codes and Standards
106=1
Building Codes and Standards
OW2021
Building Codes and Standerds
PrAM21
Product Approval Application Detail
Product Approval Application Detail
Product A pprovaill Apirlication, Detail
0
LLJ
ciefth, Or
oat, Prod-
ErM ar
2" am 20-Madw go
Sr&v or
Rat au Dab perdima
2"
MUM,
Revision
VrW= Marrulachures,
2020 MI-rair Inc.
kaillita.1i"M Validated W
Erin Walden ICC Evolution service. LLC ICC Evaluation Ssrok,
call IM21
bAmlktd FBQ Agarvarel
O&MMM71
Apartment!
Gan2r,021
Approved
version
Revlon M20
anumcturw
WeArfi-tiew
COregery-. smuoural Component.
Conrad braineer a Uc*nm Validated By
Rob Bildsin C1- Edu.8- Sw,4c. LLC lam Let,.. P.9,
(253) r24-6479 (608) 839-3298
ydidaud aubmitted M Ancraval Approved atoA
DZM=21 10113W24 1121DZIM21 Apercuod
MUM. Version
Affirmation 2020
RealliestaX
Alpha Alunilnum. Inc.
Clegiory: Pants Mile
C.Ad zmksuAllfm Velidided Shr
joak eta Luis Ft. Lofts arvert M. utter. PE
505-201315 PE-52514
Validated submitted Fee Ao,-d
11AS12020 111ISM20
Approved
I V2040W
Amu
Approved
CA-WT. Struchsral Comc-Le
1952) ago-ms LLC�
(407) (717011-11454
SubCalogsomr. Thus, Rates
traeldenamil... (205) 599-SWO
11.1pCidessmin Er.*-.d L.mbw
Robert2aldvinfroeywha
llbCatgwy: SORk
ilph.slurninuminctlitysho
Consillance Method: Evaluation Report from a
Correllizents Method; evaluation Roped From a
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12fQM20
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Simpson Strong -Tie 20220 F13C Approved Products
Updated 12rsotmo
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direct Inks to all 881rapprovals lated below, CLICK HER
For direct Inks toall 8STapprovals Isted below, CLICK HER
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Far additional IMFOU119tiOn regarding Floildn's Statewide Product Approval System and Mami-Dade County
Name of Acceptance (NOA),
FL#1
For additional information regarding Florde's Statewide Product Approval System and Marni County
Notice of Acceptance (NOA), CUCK HERE.
FL#235&R7
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Product Model, Number or Name
Pfoduct Description
0446-R6
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Product Model, Number or Name
Product Description
I
Titan Stainless Steel Concrete & Masonry Screw (17N-58)
1/4" diameter Titan stainless steel inationry screw
I
A21. A23, A33� AX A35, A44
Angles
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
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APB44. APB44R, APVB86, APBOOR, APSM, APBUR, APB1010, APS1010R, AFVB44.
Outdoor Accents Past Bases
FL995WRO
APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR
4
APOJT24, APDJT2R-4. APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT24
Outdoor Accents Dock Joist Ties
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Product Model, Nurn bar or Name
ProductDoserhollon
APVDJT2R-8
1
SDI Ul 12DBB
Outdoor Accents Connector Screw
5
APHH48, APHH46R, APHH610, APHH61OR
Outdoor Accents Heavy Hanger
2
SD91 12. SD9212, SDI 0112, SDI 0212
Strong -Drive SID Connector Screw
6
APL4, APL6, APT4, APTS, APVL4, APVU8, APVT4, APVTS
Outdoor Accents L and T Beam-to-Colurrin Ties
3
SD9112SS. SDQ212SS
Strong-Dfive SO Con rector SS Screw
7
APLH24, APLH24R, APLH26, APLH2eR APLH210, APLH21 OR
Outdoor Accents Light Hangers
4
SDCF2Z43.4, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
S1rong-DriveSDCPTimber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
SDCF221134, SDCF221334, SDCF271958, SDOF272356
9
CBT2Z. CBT4Z
Concealed Beam Ties
5
SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912.
Strong -Drive SDCP Timber-CF, Screw
10
CJT3Z. CJT4Z, CJT5Z, CJT6Z
Concealed Joist Ties
SDCP22110D, SDCP221134, SDCP271400
11
DJT1 4
Deck Joist Tie
6
SDHR2740C, SDHR27614, SDHR31400, SOHR31614
Sircing-DrOve SOHR Combo -Head Screw
12
DS
Dry Wall Stop
7
SDS25112; SIDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS26412:
Strong -Drive SDS Heavy -Duty Connector Screw
13
FC4: FOS
Framing Clips
SDS25500, SDS25800, SDS25800
14
FWANZ
Foundation Wall Angles
8
SDS251126S, SDS2520OSS, SDS252128S, SDS2530OSS. SOB25312SS
Strang-Driove SOS Heavy -Duty Connector SS Screw
15
CA1, GA2
Gusset Angles
9
SDWF27i6, SDWF2720, SDWF2724. SDWF2726, SOWF2730
Strong -Drive SDWF Floor -to -Floor Screw
16
H2A, H2.5T, H8. H10A.2, HIOS, H14, HOA10
HurricansTies
17
HCJT-Z
Heavy Concealed Joist Tie
18
HH4; HH6
Header Hangers
FLXIODC?-RO
19
KBS1Z
Knea-Brace Stabilizer
20
11_30,L50.11.70,1_90
Angles
Ad"
Product Description
21
LCE4
Post Cap
1
ATR3/8, ATR11Z ATR5/8, ATR3/4
Threaded Rods
22
LS3O,LS5O,LS70,LS90
Slaitivable Angles
2
ATUD5. ATUDS-2, ATUD9, ATUD9-2. ATUD9-3, ATUD1 4, ATUD1 4-2
Aluminum Take -Up Device
23
LSC'Z
Adjustable Stair Stringer Connector
3
BP318-2, BPI/2, BP112-3, BP5)r&2, BP518-3r BP�M, BP3/4-3, BPRTUD3-4
Bearing Plains
24
LSS.1281Z, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ. LSSJ21ORZ
Field Adjustable Jack Hanger
4
CNW318: CNWIt2, CNW5t8, CNW3K CNW518-W, CNW3/4-5/8
Couple r Nuts
25
LSSRI.81, LSSR2.1, LSSR2.37. LSSR2.56. LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
5
CTUD55. CTUD55, CTUDee, CTUD75. CTUD70, CTUD77, OUD87, CTUD88, CTUD97,
Coupling Take-1.1p Device
28
LTP4, LTP5
Tie Plates
CTUD98, CTUD9Q
27
ML23Z, M1_247, ML28Z, ML28Z: ML21OZ
Angles
6
N-3. N4. N5, NO
Heavy Hex Nuts
28
IMMH8
Root Tiei
7
RTUD3, RTUD3B, RTUD4, RTUD48, RTU05, RTUDO, RTUD7, RTUD8
Ratcheting Take-U p Device
29
MMHC
Hinged Roof Connector
8
TUDO, TUDIO
Take -Up Device
30
MMLU26, MMLU26-2, MMLU2S. MMLU28-2, MMLU210, MMLU1211, MMLU139. MMLU1311
Face-Mourit Hangers
9
TUW38
Take -Up Washer
31
RBC. RBCP
Rocif Boundary Clips
ID
URS3
3/8" Uplift Rod Run TOdown System
32
RST-3
Root Tie -Down
11
URS4
1/2" Uplift Rod Run Madam System
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
12
URS5
W" Uplift Rod Run Tiodown System
34
STC. STCT, OTC, HTC4
TrusaClips
13
URSO
314" Uplift Rod Run I'ledown System
35
TJC37, TJC57
Truss Jack Clips
171-1111104411-R6
36
Z2,Z4.Z44
Panel Stiffener Clips
§2"
Product Model, Num bar or Name
Product Descidlotion
FL010447-1115
I
DTT2
Hold-down
Sea *
Product Modal, Number or Name
Prioduct Description
2
HDC1014, HDCIC=
Hold-down
1
AHEP
Adjustable Hip -End Connector
3
HDO8. HH001 1, HHDQ1 4
Hold-down
2
DSC2R_SDS3, DSC2L-SDSS, DSC5FZ-SDS3, DSC5L-SDS3
Drag Strut Connectors
4
HDU2, HDU4, HDU5, HOUB, HOU11, HDU14
Hold-down
3
Gac
Gable Brace Connector
5
HPA28, HPA35
Strap -style purlin anchor
4
HCPI.81, HCRZ HCP4
Hip Corner Plain
8
LSTHD8, LSTHDSRJ
Strap-stylet hold -clown
5
HHRC2-2, HHRC42, HHRC42-2, HHROW1,81, HHRC44, HHRC5.2513.25. HHRC5.37/3.1Z
Heavy Hip to Ridge Connectors
7
MASA,MASAP
Foundation anchor stralp
HHRC66
8
MPA132, MPA144
Strap -style purlin anchor
e
HRO1 81, HRC22
Hip Ridge Connector
9
PA18, PA23, PA28. PA35, PA51, PA68
Strap-s" Pullin anchor
7
LRU26, LRU28, LRU210, LRU212
Rafter Hanger
ID
PA118, PA123, PA12a. PAi35
Strap -style purlin anchor
8
LSU28, LSSU28. LSSU21 0
Light Slopeable/Skewable U Hanger
11
STHDIO, STHD10RJ
Strapi-styie hold -dam
9
TBEA, TBEO
Truss Bearing Enhancer
12
STHDI 4, STHDI 4RJ
Step -style hold-down
10
TC24 TC26: TC28
Truss Clip
I I
THA29, THA213, THA21 8, THA21 8-2, THA222-2, THA413, THA41 8, THAC4116, THA422
Adjustable Truss Hanger
THAC422, THA426, THA422-2, THA4213-2
12
THAMOV22, THAl2,06122, THAl2,1122, THA1222, THA1322. THA13522, THAf422
Adjustable Truss Hanger Sized for I-Jobb;
13
THAL42Z THAR422
Skewed Truss Hanger
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hangers
15
THJM2-4-SOS3, THJM2-5-SDS3, THJU28, THJU20�-W
Multiple Truss Hangers
16
TSBR2-24
Truss Spacer -Restraint
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable- Pitch Connectors
18
VTCR
Valley Truss Clip
Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3QW20
For cirecl Inks to all SST approvals Isled below, CLICK HER
---Z For additional information regarding Floridas Statewide Product Approval System and Masni-Dade County Notice of Acceptance
21
LB series hangers
Top flange hangers available in width of 1 -9/1 6'and heights
ranging from 6-WO" to
22
LBAZ sodas hangers
Top flange hangers available in width of 1 -9/1 G" and heights
ranging frorn 9-&18" to 13-118".
23
LEG3, LEG5, LEG7 sodas hangers
Top flange hangers available in widths ranging from 3-114�'Io 6-
718" and heights ranging from 9" to 33-1/2'.
24
MEG6, MEG7 series hang"
Top flange hangers available in widths ranging from 5-IM�'Ict 6-
7/8" and heights ranging from 9" to 32-1 t2'.
25
MIT series hangers
Top flange hangers available in widths ranging from 1 -9116" to 5-
1/8" and heights ranging from 9-114�'tci 24".
28
PF, PFB, PFDI3, PFDSB series hangers
Top flange hangers available in width of 1-9116" arid heights
ranging from 3.318" to 7- li&'.
27
FIR
Ridge rafter con nector
23
WP series hangers
Top flange hangers available in widths ranging from 1 -9/1610 7-
118" and heights ranging U-1/4"lic 32".
FIL41111`10960-113
j%&f Product Model. NumberarNarne
1 ABA44, ABA44R, ABA46, ABA48R: ABAW, ABA86R
2 ABU44, ABU44R, ABU40, ABU413R, ABU5.5, ABU5-6, ABU65. ABU66, ABUOOR, ABUO8.
ABU8SR, ABU1010, ABU10IOR, ABUI212, ABU1212R
3 ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW86RZ, ABW7-7
4 AC4, AC4R. ACE4, ACO, ACOIR, ACF6
5 BC4, BC45. BC4R, BCe, BCBR, BCS, BCS2-214, BCS2-3f6
e C1344, C1346, CS48; CSOO, C888
7 ceso44-sDs2, cssQ4e-sDs2. cBwer>-SDS2. CBSQ88-SDS2, CBS088-SOS2
8 CC, ECC, ECCU Series
9 CCQSDS2,5. ECCQSDS2.5 Series
10 CPT44Z, CPT66Z, CPTB&Z
11 EPB44A, EPB44, EPB46. EPBW
12 EPS4Z
13 LCB44, LCBW
14 LPC4Z, LPCOZ
is mmw, mpseliez, m PBaaz
15 PB44, PB44R, PUO. PBO6. PBOOR
IT PBS"A, PBS461 PBS66
is PBV6,PBVIO
19 PC44-16� PC48-10, PC48-16, PC84-16, PCe5_16: EPC44-16, EPC40-18, E-C48-10,
EPC64-16; EPCO&IS
20 PC4Z. PC4R7, PM, PCORZ, PC;8Z, PCBRZ. EPCAZ, EPC4RZ, EPC6Z, EPC5RZ, EPC8Z,
EPCBRZ
21 PPB44-4Z. PPB44-OZ
22 RPBZ
FL#1 0866-R5
jft" Product Model, Number or NaM2
I FJA, FSA
2 FRFP
3 GH40-6. G1141", GH4M, GH48-8, GH410-6, GH410-8. GH66-8, GHW8. GHW-6, CH08-
8, GHS10-6, CH610-8
4 GLBSA, GLB58, GLB5C. GLB5D. GLB7& GLE7B. GLBTC, OLB70
5 GLBT512, GBLTe12, OLST518, GBLTS16, GLBT520, GBLTS20
6 HGLBA. HGUBB. HGLBC, HOLSO
7 HGT-2, HOT-3, HGT-4
a UFPIC-SD83
9 URFP
Product Description
Adjustable Post Base
Adjustable Post Base
Adjustable Post Base
postcap
Postcap
Embedded Column Base
Embedded Column Bass
Bolted column caps with W1 ranging from 3.14' to 9.It2" and
W2 ranging from 3-5/8" to 7.112"
Screwed column caps with WI ranging from 3-1/4!'to 9-1/2'and
V42 ranging from 3-5/8" to 7-1/2"
Concealed Post Tie Base
Embedded Pod Base
Embedded Post Base
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Post Base
Embedded Post Base
Round Post Be"
Postcap
Post Cap
Post Base
Relrofit Post Bass
Product Description
Foundation Anchor
Flat Retrofit Foundation Plate
Girder Hanger
Clulam Bearing Plate
Glulam Bearing Plate
Heavy Glulann Bearing Plate
Heavy Girder Tiodown
Universal Foundation Plate
Universe I Rallbrofit Foundation Plain
emam-&eml Simpson Strong -Tie 2020 F13C Approved Products Updated 12r&=O
For drecil Inks toall SST approvals listed below, CLICK HER
For additional inkinnartion regarding Florida's Statewide Product Approval System an d Marni-Dade County Notice of Acceptance (NOA), CLICK HER E.
FLA11 14WRS
O&gl
Product Model, Number or Name
Pmduat Dirsorbition
I
HHUS210-3, HHUS210-4
Joist Hanger
2
HRS6, HRS8, HRS12
Strap Ties
3
HUCQ210-2.SDS, HU00210-3.SDS, HUCQ31O,SDS
Joist Hanger
4
THGB2, THG83, THGBH2, THGBH3. THGBH4
Joist Hanger
5
THG02-SDS3, THG03-SOS4.5, TH(3QH2-SDS3, THGQH3-SDS4.5, THGOH4-SOSS
Joist Hanger
6
THGVVJ-3, THGW3-4, THOW41-3, THGW441
Joist Hanger
FL#11473-RS
0
AdM#
Product Model, Number or Name
Product Descriation
1
DETAL20
Double Embedded Truss Anchor
2
FGTR. FGTRHL, FGTRHR
Girder Retrofit Anchor
3
H18, HISS, Hla-2. HlO2S
HurricaneTis
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
5
HETAL12, HETALIO, HETAL20
Embedded Truss Anchor
6
HGAM10, HM9
Masonry retrofit connections
7
HHETAIS, HHETA20: HHETA24. HHErA40
Heavy Embedded Truss Anchor
8
LGTZ LGT3-SOS2.5, LGT4-SDS3
GirclerTiodown
9
LTA2
Lateral Truss Anchor
10
META12, META16, META18. META20, META24. META40
Embedded Truss Anchor
11
MSTAM24, MSTAWO, MSTCM40, MSTCM60
Strap Tie for Masonry
12
MTSM16, WSM20, HTSM16, HTSN20
Twist Strap for Masonry
FL#1 1496-P.5
4W
A
Product Description
1
DTTiZ
Dock Tension Tie
2
HD12� H019
Bolted Holdowns
3
1103B� HD58, HD7B, HD9B
Boltedl Holdowns
4
HTT4, HTTS, HTT"14
Tension Ties
5
LTT19, LTT20B, LTT131
Light Tension Ties
FL*13028-P.5
fing Product Descriotion
1 SB5/8x24. S8718x24, SB1x30 SB Anchor Bob
2 SSTB1 6. SSTB20, SSTB24, SSTB26, SSTB34, SSTB36, SST81 8L, SST82DL, SSTB24L, SSTB Anchor Bob
SSTB28L
FL*13872-R4
904 X
Product Model, NJJMD@r or Name
Product Description
1
CMST12, CMST14, CMSTC16, CS14, CSIO, CSIS, CS20, CS22
Coiled Straps
2
HRS6. HRS8 HRS12, FHAS, FHAQ, FHAl2, FHAIS, FHA24, FHA30, MST128, MST136,
Straps 97 mil (12 ga)
MSTI�8; MSTISO. MST172. &WST27, SIMST37, SIMST48
3
HTS116, HTS20, HTS24, HTS28: HTS30, HTS30C
Heavy Twist Straps
4
LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24
Straps 43 mil (118 go)
5
LSTA9, LS7AI 2, LSTAI 5, LSTA1 8, LSTA21, ILSTA24, ST292, STZI 22, ST21 I 5� ST2215
Straps 33 mil (20 ga)
e
LSUBH3.25, SUBH3.25, MSUBH3.25
Bridging Connector
7
LTP5
Lateral Tie Plate
8
LTS12, LTS16, LTS18, LTS20
Lig ht Twist Straps
9
MSTA30, MSTAX ST5216, ST8224, STU, ST12. ST18. ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (16 Us)
10
MSTM, MSTC78, STS236
Stralli 68 mil (14 go)
11
MTS12, MTSIS, MTS18. MTSX, MTS30, MTS24C, MT630C
Medium Twist Straps
12
S0.50, SiB1.81, WEV-06, SIB2.37,SIB2.56, VB2.88, SID3.12, SW,56, SIB3.62, SIB4.03,
Top Flange Joist Hangers
SfB4.12, W4.25, SfB4.75, SIB5.50
13
UBA2.12ffl, SBA2.112MO, S/BA2.12fl2. SIBA2.12f`14, SfBA4.16/8, SIBA4.18/10,
Top Flange Joist Hangers
S/BA4.18112, SIBA4.118/14
14
S`HIA
HurrioanaTie
is
SIHOBS. St-1088, SIHDIOS, 9HDI08, WHDISS, SA-11015B
Holdowns
15
SfH0U4,SHDU6, S/HD1UQ, S1HDU1 I
Hokloms
11
SfJCT, S1HJCT
Joist Hangers
Simpson Strong -Tie 2020 F13C Approved Products
Updated IM012020
0MFor
checl Inks to all SST approval% Rated below, CLICK HER
Far additional information regarding Flarldes Statewide Product Approval System and Marn-Dade County Notice or Acceptance (NOA).
FILS'10456-1115
AMA
Product Description
I
BT, BTB, STH
Brick Ties
2
CMST12, CMST14, CMSTCI8
Coiled Straps
3
CS14, CS16, CS18, C820, CS22
Coiled Straps
4
CSHPIS, CSHP20
Coiled Straps
5
CTS218
CompressiorvTonsion Strap
6
DSP, SSP. TSP
Stud to Plate tie
7
HI, HIOA. H2.5A, H3, HO, H7Z, H16, H16S. H16-2, H16-2S
HurricanoTles
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedcwn
9
HS24
HurricaneTie
10
HSS2-SDS1.5. HSS2-2-SDS3, HSS2.3-8DS3, HSS4-SDS3
Heavy Stud Shoe
11
HST2: HST3, HST5, HSTS
Straight Straps
12
HTS16. HTS20. HTS24. HTS28, HTS30, HTS30C
Heavy Twat Strap
13
HTSQI SKTZ. HTSQ20KTZ
Heavy Twat Strap
14
UFTA
Light Floor Tie Anchor
15
LSTA9, LSTA12: LSTA15, LSTAI8, LSTA21. LSTA24, LETA30, LSTA36
Straight Straps
10
LST149, LST173
Straight Straps
17
ILTB20, LTS40
Bridging
18
LTS12, LTS16, LTS113, LTS20
Light Twist Strap
19
MOT
Medium Girder Tieclown
20
MST27, MST37, MST48, MST60, MST72
Straight Straps
21
MSTAQ, MSTA12, MSTA16: MSTAI8, MSTA21, MSTA24, IMSTA30, MSTA36; MSTA49
Straight Straps
22
MSTC28, MSTC40. MSTO52. MSTC66, MSTC78
Straight Straps
23
MSTC48133, MSTC8OB3
Pre -Bent Straps
24
MSTI26, MSTI36, MST146, MSTIBO, MST172
Straight Straps
25
MTS12. MTSIS, MTS18, MTS20, MTS24C, MTS30, WS30C
Medium TwistStraid
26
NCA200-12, NCA2xI2-I2, NCA2Y.8-16, NCA2xIO-1O, NCA202-16
Bridging
27
RCA1312, RCWB14
Wall Bracing
28
RPS18, RPS22, RPS28
Repair Plate $rap,
29
RSP4
Stud to Plate Connector
30
SP1, SP2, SP4, SP6. SPS
Stud Plain Tie
31
SPH4, SPHO, SPH8
HeavyStrud PiabeTia
32
SS1 5. SS2.5, S53. SS4.5
Stud Shoe
33
ST9, ST12, STIO. ST22, ST292, ST2122, ST2115. ST2215. STW5, STB224, ST6236
Straight Straps
34
T132D, T1327, TB30: TB38, TB42, TB48. TB54, TB66. TBOO
Tension Bridging
35
TWB1 0, TWBI 2, TWI314
Won Bracing
36
VOT, VGTR, VGTL
Variable Pitch Girder Tiedavvn
37
WSJ 00, WSJ 08C, WB1 2e, WBI 26C, WB1 43C
Wall Bracing
FL#10531-R5
,%"
Product Model. Number or Name
Priaduat Dersorlotion
I
CBH2,37x5.5, CBH2,37x7.83, CBH2.37x9.75
Concealed hangers
2
OU, DHU, DHUTF series hangers
Faoe-mount (OU, DHU) and top -flange (DHUTF) hangers
available in widths ranging from 1 -9119'to 3-9/18" and heights
ranging from 9.118" to 23-15116".
3
HGU3.63-SM HGU5,25SDc; HGU5.50-SOS, HGUS.62-SOS, HGLT7.00.SDS, HGU7.25-
Face -mount hangers
SO% HGU9.O0SD6
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-5/8"llic, 7-
318" and heights trangtrig from 5-611(r'to 12-718",
5
HHGU5.25.SDS, HHGU5.50.SDS, HHGU5.82.SDS, HHGU7,00-SDS, HHGU7.25-SDS,
Face -mount hangers
HI-IGU9�00-SDS
6
HHUS2&2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5_50110,
Face -mount hangers
HHUS7.25/10
7
HSU R. HSLIL, HSURC, HSULC series hangers
Skewed face-mokint hangers available inwidths ranging from 3.
1/8" to 5-1J8" and heights ranging from 4-V4" to 15-3(4!'�
Concealed flange version (HSURC, HSULC) available for all
double 2X and 4Xmodels; only acute flange is concealed.
8
HTU25, HTU128, HTU210. HTU26-2, HTU28-2, HTU210-2
Face -mount hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from 1-9116'to 7-
1/2" and heights ranging from 2-7/8"to 19-1/4". Concealed flange
version (HUC) available for ail models having width equal to or
greater than 2-9116".
10
HUCOI.6119-SOS, HUCQI,81/11-SOS, HUCO210-2-SDS, HUCO210-3-SDS, HUCC1310-
F2ce-mount hangers
SDS, HUCQ410-SOS, HOG0412-SDS, HUOQ5.2W-SOS� HUCQ5.25/11-SDS, HUCQ610-
SDS, HUCQ812-SDS
0", We M, Simpson Strong -Tie 2020 F13C Approved Products Updated 12r3002020
For direct Inks to all S$T approvals Wd below, CLICK HER
For additional infan Stan regarding Florift's Statewide Product Approval Systom add Marti -Dade County Notice d Acceptance (NON, CLICK HERE,
18
S(LBVI,56, SILSVI.61, SILBV2.06. SfLEV237, S/LBV2,56. SA-BV2.68, S/LBV3.12,
Top Flange Joist Hangers
SfLBV3.56, SILBV3.62, SILBV4.06, SfLBV4.12, SrLBV4.28. SA-BV4.75. S/L13V5.6O
19
SILTT20, &DTT2Z, S/HTT14, H174, HTT5
Holdowns,
20
SIMST150, SIMST72
Straps 118 mh (10 ga)
21
SP4, SP6
Stu d Plate Tills,
22
SSP, DSP, TSP
Stud Plate Ties
23
STC, DTC
Truss Clip
24
TBM
Truss Brace Diagonal
25
TJC37
Truss Jack Connector
FL*13904-RS
AHLE
Product Description
I
CCOPM.82-SOSHDG, CC)QM4-82-SDSHDG, CCQM5.50-SDSHDG. CCTQM3-62-SOSG,
Masonry Piet Caps
CCTOM4,82-SDSG. CCTOMS.50-SOSG, CIDCQM3.82-801SG� CCCOM4r62-SDSG,
CCCOM5.50-SDSG
2
ECCLOM3.62G.KT. ECCLOM4.M.KT, ECCLOM5.50G.KT, ECCLLOMD3.62G-KT,
Masonry Pier Caps
ECCLLQMD4.62G-KT, ECC"MD5.5OG-KT, ECCLRQML)3.62G-I(T, ECCLRQi
KT, ECCLRQMD5.SOG-KT
3
HGUM5.25, HGUM5.50, HOUM7.00, HGUMT25, HGU1M9.00
Heavy Masonry Hangers
4
LGUM262, LGUM263, LGUM2&4, LGUM28.2, LGUM28-3, LGUM284. LGUM210-2,
Masonry Beam Hangers
LGUM210-3. LGLIM2104, LCUM46, LGUM48, LGUM410
5
MBHA3.12JO.25, MBHA3.12J11.25, MOHA3.W7.25, MBHA3.5619-25. MBHA3.56111.25,
Masonry Top Flange Beam Hangers
MBHAS.58/1 1.88, 101SHA3.56114, MBHA3.58/18, MBHA3.56/16. MSHA5.5W.25,
MBHA5.50/9.25, MBHA5.50/11.25, MBHAS.50/11.88. MBIHAS.50/14, MBHA5.50118,
MBHAS-50/18
6
MBHU3.5619.25, MBHU3.56111.25, MaHU3.56111.88. MBHU3.56114, MBHU3.56/16,
Masonry Boom Hangers
MSHUS.58/18, MBHU5.5019.25. MBHU6.60111.25, MBHU5-60111.88: MBHU5.60/14,
MSHUS.50/16, MBHUS.50118
FL#11397&RS
Sea X Product Model, Number or Name
1 SDW22300. SDW22338, SDW22438, SDW22458, SDWZ2500, SOW22600, SOW22838,
SOW22634
2 SDWC15450. SDWCI5WG
3 SDWH19=DR SDWH1940008, SDWHI96OOD8, SDWHIQ8O0DB, SDMI9100008
4 SDWH274ODG. SDWH275DOG. SDWH27BODG, SDWH271000G, SOWH2712DOG
5 SDWSI6212, SOWSIO300, SDWS10312, SDWS1 6400
8 SDWS19000, SOWS19712, SOWS2240O,SDWS225W.SDWS22512, SDWS22WO;
SDW=800, SOWS22900, SDWS221 000, SDWS221 100, SDW=I 200, SDWS221 500
7 SDWS2230ODB: SDVM240ODS. SOWS2250008. SDWS22000DB, SDVVS228CODB,
SDWS221OOODB
8 SDWS22312DBB, SOWS22512DBB
9 SDWS2730OSS, SDWS274OOSS. SDWS27500SS, SDWS27OOOSS, SDWS278OOSS,
SDWS271100OSS, SDWS2712OCSS
10 SDWV13400
11 STN22
FLA11 530-R3
§K1 Product Model. Number or Name
I AS 18. AS 11585, AS I 8S8
2 AS20HS
3 AS-20
4 ASHP
1711.11111 57IG-R4
4jilla
Product Model. Num bar or Name
I ET_HP
2 GAC, GDP. GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, QW-1100, GTH
3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PlNWP-W. PDPAWL.
PDPAWL-MG, PSV1_3, PSVL3-K PCLDPA, PECLDPA, PTRHAS, PTRHA4
4 SET-3G
Product Demination
Strong -Drive SOW EWP-PLY and TRUSS -PLY Scrowsi
Strong -Drive SDWC TRUSS Screw
$Idong-Dfive SDWH TIMBER-HEXSorew
Strong -Drive SDWHl TIMBER -HEX HOG Screw
Strong -Drive SOWS FRAMING Screw
Strong -Drive SOWS TIMBER Screw tintedor Grade)
Strong -Drive SOWS TIMBER Screw (Exterior Grade)
Outdoor Accents Structural Wood Screw
Slrori SOWS TIMBER SS Screw
Strong -Drive SDWV SOLE -TO -RIM Screw
Outdoor Accents Hex -Head Washer
Product Descillptlan
18 ga. Truss Plates
20 Us. High Strength Truss Plate
20 ga. Truss Plate
Hinge Plate Connector
Product Descruotion
Adhe&e Anchor for concrete
Ge"clualled fasteners and assemblies
Powder -actuated fasteners, threaded studs, and assemblies
Adhesive Anchor for concrete
Simpson Strong -Tie 2020 FBC Approved Products Updated 11230r2020
CMF: direct Inks to all SaT approvals listed below, C LIC K HER
F additional information niganArig Florldns Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA).
11
HUS, HUSC sodas hangers
Face -mount hangers available In widths ranging from 1-5/ir to 3.
9/16" and heights ranging from 4-511 &'lo 11 ". Concealed flange
version (H USC) available for models; having width equal to or
greater than 3-9116".
12
IUS series hangers
Face -mount hangers available in widths ranging from 1-718" to 3-
5ffl" and heights ranging from 9-1/4" to I (r
13
LOU3.25-90S, LGU3,83-SDS, LGU5.25-SDS
Face -mount hangers
14
UJ24, LU26, LUA LU210
Faco-mount hangers
15
LUC26Z, LUC21 OZ
Face -mount hangers
16
LUS series hangers
Face -mount hangers available in widths ranging from 1-9116" to 4-
5/8" and heights ranging from 3" to 10-1 Silfr'
17
MOUS.63-SDS, MGU5.25-50S, MQU5.50-$DS, MGU,5.62-SDS, MGU7.00-SDS
Face -mount hangers
18
MIU sedes hangers
Face -mount hangers available in widths ranging from 1-9116!'to 5.
1/8" and heights ranging from 6-15/IV'to 19-1r2".
19
MUS28, MUS28
Face -mount hangers
20
SUR. SUL. SURC, SULC series hangers
Skewed facLmount hangers available in widths ranging from I -
9/18" to 3-9fl&'and heights ranging from 3-1118" to 13-T4".
Concealed flange version (SURC, SULC) available for all double
2X and 4)( models; only acute flange is concealed.
21
U series hangers
Face -mount hangers available in widths ranging from 1-9/16" to
Wand heights ranging from 2-516" to 11-114"
FI-XI06,117-1116
lawil
Em"0211rdwQ911
1
BA series hangers
Top flange hangers available in widths ranging from 1 -91IV'Io 7-
118" and heights ranging from 7-11W to W'.
2
DGBF series hangisis
Top flange hangers available in widths ranging from 3-5164c, 7-
lffl" and heights ranging from U-1 14�'to M'.
3
DGF series hangers
Top flange hangers available in widths ranging from 1 -1 /Z'to 3-
5/8" and heights ranging from 7-114!'to 24!'.
4
DGHF series hangers
Top flange hangers available in wilthe ranging from 1-3/4" to 3-
5/8" add heights ranging from 9-114:'Io 24"_
5
EG5, EG7, EG9 set" hangers
Top flange hangers available in widths ranging from 5-114" to 8-
718" and heights ranging from I I"to 32-1/7'
6
EGCI series hangers
Top flange hangers available in widths ranging from 3�616'to 7-
IM" and heights ranging from 11-114"to 32".
7
GLS series hangers
Saddle hangers available in widths ranging from 3-114!'to 3-7/9'
and heights ranging from 8-IJ2" to 28".
8
GLTV series hangers
Top flange hangers available in wilths ranging from 3-114" to 7-
1/8" and heights ranging from 11 " to 32'�
9
HB series hang"
Top flange hangers available in widths ranging from 1 -9/16" to 7-
IiZ' and heights ranging from S" to 30".
10
HGLS series hangers
Saddle hangers av "ible in widths ranging from 5-1 14!'to 8-7/6'
and heights ranging from 10-1 12'to 26'.
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-114"to 8-
7/8"arld heights ranging from 7-lZto 37'.
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
118" and heights ranging from I W'to 33'.
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5116'tD 3-
9/16" and heights ranging from 18" to 26'.
14
1
HUSTF series hangers
Top flange joist hangers available in wdft ranging from 3-118" to
3-911 6'and heights ranging from 5-M" to
15
HUTF. HUCTF series hangers
Top flange hangers available in widths ranging from 1 -9/1 Er'to 5-
1/2" and heights ranging from 3-7119'bo 15'. Concealedflange
version (H UCTF) avallable for all models having wkft equal to or
greater than 2-9/1 G".
18
HWP series hangers
Top flange hangers available in widths ranging from 1 -Q/lfr'bD 7-
118" arid heights ranging from 5-31Wto 28'_
17
HWPH series hangers
Top flange hangers available in widths ranging from 1 -911 &'to 7-
112" and heights ranging from 5-316'to 37'.
18
ITS series hangers
Top flange hangers available in widths ranging from 1-91161D 3-
5/8" and heights ranging from 9-1/8" to 16'�
19
JB series hangers
Top flange hangers available in width of 11-9MV'and heights
ranging from 5-M" to 7.114".
20
J13A series hangers
Top flange hangers available in vvidth of 1-9116'and heights
ranging frorri to 13-118",
Simpson Strong -Tie 2020 F13C Approved Products Updated I ZOV2020
For direct Inks to ell SST approval$ Isted below, CLICK HERE
For additional information regarding Florida's Statureide Product Approval System and Maini-Oade County Notice of Acceptance INCA) _Q6"W,
5
SET-XP
Adhashre Anohor for concrete
6
Strong -Boll: 2 (STS2. STS24SS, ST132-OSS)
Strong -Son: 2 Wedge Anchor far concrete available in carbon
goal and Types 30.4 and 316 stainless steel
7
Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS8SS)
Titan HD Heavy Duty Screw Anchor for concrete and masonry
available with box head In carbon steel and Types 304 and 316
stainless steel, or with countersunk head in carbon steel and
Type 316 stainless steel
8
Tilen HO Rod Coupler (THD37834RC, THD50934RC)
Titan HD Threaded Rod Coupler for concrete
9
Titan HO Threaded Rod Hanger (THDB25158RH, THDW7158RH, THU37212RH,
Titan HD Threaded Rod Hanger for concrete
THD50234RH, THD10212RH)
10
Wedge -All WA)
Wedge -All Anchor for masonry
FL#1 6230-RO
12a Product Model. Number or Nanne
1 AT-XP
2 ET -HP
3 SET-XP
4 Strong -Bolt 2 (ST62)
5 Titen 2 [TTN2)
6 Trion HD (THD-H4SS. THD6H6SS, THD-CSSW
7 Titan Turbo (TNT)
FL#16937-R3
,Q&a Product Modal, Numberror Name
I )04E31018-SK, Xl$1016,XI BI 0184K XQISID18, XQI 81 O16-4K
2 XLQII 4T1224, XLQ1 14BI224.2K
3 XMC11 14SI224, XMQI 14DI224-2K
4 XQI14S1 224, X01114B1224-2.5K, XI 14SI22,4. =11 2SI224. XQI 12B1224-2K
6 XU34SIO16, XU34BIOI"K
FL#M20-RO
Sea 0 Product Model, Number or Name
1 DSSCB43-5: DSSCB48, DSSCM, DSHS
2 FC843.5, FCB45�5� FCB47.5 FCB49.5, FCB411.5
3 FPHSDUSIC18, FPHSD3481018, FRHS034RIO18-SK. FPHSD34Sl214,
FPHSD34BI214, "SD34BI214-5K
4 LSFC2.25, LSFC4.25, LSFCO-25, SFC225, SFC4.25, SPCO.25
5 LSSIC4.25, LSSC6.25, SSC2.25, SSC4.25: SSC6.25. MSSC2.25, MSSC4.25, MSSC6.25,
MSSC4.25KW, MBSC6.25KW
6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.6S
7 SCB43.5, SCB45.5, SC1347.5, SCB49,5, SCS411.5, MSCB45-5, MSCB475
8 SCS32-5/97, SCS62-5/97, SCS62-51118. SCS82-5/1 18
9 SCM.25, SCW5.5
10 SJC8.25, SJCIO.25, MSJC8.25, M,9JCIO.26
11 SSB3�518
12 XLSH34B1414, XLSH7881414
13 XQIS101 8, XQI B1016-4K, XQJS1214, X01131214-3.SK, XQ78S1224, XQ78B1 224-31K,
X0114SI 224, XQJ 1481224-2.511K, XQI 12SI224, XQ112131224-2K. M461OM5K,
X1SIOIO, XlB101e.4K XIS1214, X181214-3.5K
Pruduct Description
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
ET -HP Epoxy Adhesive for masonry
SET-XP High -Strength Epoxy Adhesive for masonry
Strong-Bok 2 Wedge Anchor for masonry
Then 2 Screw Anchor for Concrete
Titan HD Heavy -Duty Screw Anchor for concrete available in 304
or 316 stainless steel with hex head, and 316 stainless steel with
countersunk head.
Then Turbo Screw Anchor for concrete or masonry
Product Desorlption
#10-18 Strong -Drive X Mebaill Self -Drilling, Tapping Screws with #3
Drill] Point
412.24 Strong -Drive XL Lafge-Head Metal Solf-Drilling, Tapping
Screws with #6 Drill Point and Large Diameter Hex Washer Head
#12-24 Strong -Drive XM Mediurri-Head Metal Setf-Drilling,
Tapping Scrows with #5 Drill Point and Medium Diameter Hex
012-24 Strong -Drive X Metal Self -Drilling, Tapping Scraws wrild #6
Drill Point
#10-18 Strong -Drive XUl Metal SON-DrIlIN, Tapping Screws with
#1 Drill Point
Product Description
Bypass Framing Drift Strut Connector
Bypass Framing Pixed-Clip Connector
#10-10 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self -
Drilling. Tapping Screws
Steel Framing Connector
Steel Stud Connectors
Rigid Knee Wall Connector
Bypass Framing Slide -Clip Connector
Bypass Framing Connector
Head -of -Mil Slide -Clip, Connector
Steel Joist Connectors
Bypass Framing Slide -Clip Stult Connector
#14-14 Strong -Drive XLSH Shouldered 5elf-Drilling, Tapping
Screws
#10-16: 412-14, and #12-24 Strang -Drive X Metal Self -Drilling,
Tapping Screws
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SHEET NO.
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MIAMF 3d1AA04MAKC0UWrf P`GTIndwtries,hw. PGT1ndu&trk%1uc, L_ _0
PRODUCTCONMOLUCTRW PGTLu1qstriesUc.
11805 SW26 StraK.Rown 208 cl. o 2
DUARTAnIff OF ItEGULATORYAND ECOROWC imsomen 0=) Winn, r=Wht 33175-2474 NOTICE OF. ACCEPTANCE: ]EVII)ENCE SUBMITTED NOTICE OF ACCEPTANC I,. EMENCE "N01TED Co -0 a- .
DOMWAMCCOEAMMUST"XIONDIVIS31W T C786) 315-IM F C40 315-25M NOIICEOF.4-CCEPTANCIE-ElIDENCESUB3ffrTED -6-8 (D CID
WWWMb0M*0�rWMrd&oasV 1. Evidence submitted under predous D. QUALM ASSMANCE 0 — U) -L--
NOTICE OF ACCEPTANCE (NOA) =) CU -cu
PGTL1AbntdeS,hW. A. DRAWINGS B. TESTS (continued) I - Miami Dade Depztment of Regulatory and Economic Resources (RER)_ (ID -0 0 -0
C 0
1070 Techual*V Drhv, L M21RI&CUU&S die drawiOp2nd sections. 5. Test report an 1) Air Infiftration, Test, per FBC, TAS 202-94 L_
0 5- q —0 31:
NordiVenkt,]FL34275 (SkibmNed under MAN& 11-0107-04) 2) Uniform. Static Air Pressure Teg, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS C C .0 LL
SCOPE: 2- DrAwing No. MD-5570.0, titled 'Armyl Sliding Glaw Door NOA aW, sheets 1 3) Water-Resistarme Test per FBC, TAS 202-94. 1. Notice of Accepu='No. 15452&14 issued toVisiou Extrusion Limited fortheir M C)
71imN0A abeingissued uader the Vocablerules andregulations.gpvenimgthe use ofcouttructioninatenals lle tbiough 21 of2l, prepared by manufwturer, dated =5115, with revision A dated .4) LvV Nfissile Impact Test per FBC, TAS 201-94 -WIkke Rigid PVC Exteiiw Extrusions for Windows aM Door�-, dated 0943/15. 0 M 0 >
do cument stion xubmitt ed h w been mmiewed and accepte d ,by MiaudD&& Cat u dy RE R -Pro duct C 0 Zhd SeC b = t D D05/17, igoed and sealed by A- LynaMiller, PX. 5) Cyclic Wind Pressure Loadingpff FW, TAS 2103-94 - - on 093W19. -0 E a) 2
be=cdin1&ujziDa&- CauayaW oftcam=whtnallovm4bytwAuta#Havmglud-Wktm(AM- 6) Foiced EnityTea, per FBC, TAS 202-94 2. - of Acceptance No. 16-020.09 issued to Vision ExImsion Limited for their -17E -4 0-
i E cuu) 110— CL
This.NOA &hall notbevalid aftr&e expu*= date statedbelow-TheN@wd-Daile County Product Cmtrd Sectan B. TESTS along withmaked-up 4mvings. and installation diagrmn of vmyl sliding glass door, prepared 1000 Tam 202 and bgbeer Shades (Non-MWO) Rigid PVC Exterior Extrusions for
(In Mistaii Dade County) enftcthe AW (in aressodw Ilia0ham Da&Connty-) res erve the right to have this 1. Tistreporton 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testn Lab, Inc, Test P47W No FTL M9, dated I IM0. signed and Wumdaws and Doors". dated UMnd, cq&iag on. 12/29121-
productor material testedftquality-asumacepuqxom. Udmproductoranterii1fails topezramin 1he accepted 2) Lup Mule Impact Test per FBC,_ TAS 201-94 sealed by Idalmis Ortega, P, I- Crest report revised on 12104/15 and 02JI 1116) 3. Notice ofAcceptance No. 15-028.15 issued toVision Exlnu*mLimited fDr-their
numuff, the-amficlunrwillincurtheempmse ofauhtestingandiheARTmayinnuedioelyrevoke, inodify, or 3) Cyclic Wind Rmsme Loadingper F"BC, TAS. 203-04 6. Tat report an 1) Air InfiltrAtion Test, per FBC, TAS 202-94 -Brown Coated (Painted or Lanihmted)AW& Rigid PV C Exterior Extimsions for
suspend the. use of stich product cc material withm *eklumiliction. RER reserves the rL*tto revoke this a1mg withmatUd-up dowings ;md installation. dugr2m ofvni)4 sliding glaiss door prepared -1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 Ulidows and Doore, d2ted OW13/15, expiring on 09130/19-
acceptance, if it -is detevmmed byhfiami-Dade CountyProduc-tControlSectionthat this pwdoctornaterial fails to by Fenestration Testing Lab, I=, Tmt ReportNo- FTL Vn7. dated 1107115, signed and 3) WiaterResistance Test, per FBC, TAS 202-94. 4� Notice ofAcceptance No- 1"712.02 issued toENERGIFeneemtionSolutions USA,
meet 1he nquirementsa&e appl�ble budding code -
This productis approvedas descriledliewin andhas been desi�wed to emplywidL the Florida Buiklin Code. smW by ld2kms Ortega, P E_ (Test wpott xev=6 on 02115116 and 02n4ild) 4) Large Missiile Impact Test per FBC, TAS 201-94 Inc for their 'TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior
including the H%h Velocity Humcane 7mw 2, 'restreporton, I)AirInfkmtimTW,perFBC,TAS202-94 5) Cyclic Wind Premm Loalingper FBC, TAS 203-94 Extrusions for Windows. and Deere dated 015116- cqiuing on 01001.
Mscltnmon series,,maa770"' X-mil Sfiding Glass Mw (Winforred) w*o 902 & 10 coruni-LML 2) Uniform Static Air Press= Test, per FBC, TAS 202-94 Along withmarlmd-up dravrmgs and M92UM diagrMofvmyl sliding g1m dockr prepmd 5. Notice ofAcceptance No- 16-0712.04 issued to ENERGI Penestration-Schitinns USA,
3) Water Resi� Test� per FB C, TAS 202-94- by Fmnlrafton Testing Lib, Inc, Test Rrport No- FTL 9552, dated 12AKq5, *ied and Inc. for tbeir "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
AMOVALL DO C VMCKT. Diawing No. MD -5 570 A Rev B, tiled "ViqyL Slidiing Glass Door NOA (LW% shmft 4) Imp Missile Impact Test per FBC, TAS 201-94 sealed by Idahnis OMM P. E_ (lest report revised on 02/15,016) Extrusions for Windows md Doors" dated 09115116, expiring on 04)1620.
1 dmu* 21 of2 1, prquredbymatudwaturer, dated 10J05A 5 and last revised on 02/01/21, signed and sealed by 5) Cyclic Wind Presme Loading per FBC, TAS 203-94 7 Test report m 1) Uniform Static Air Fiessure TesL per FBC, TAS 202-94 -6- Notice of Accepta= No- 1"712.03 issued to ENERGI Fenestration Sdutions USA,
A. Lynn.MBff, RE., beasing the MWui-DadeComtyftodadControiRe-%kionstampwiththeNofim of 6) Forced Entry Ted, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS,201-94 Inc- for thm -White Rigid PVC Exterior Extrusions for Windows and Doors- dated
Acceptance nundmandeWnutwo.date by&e Mami-Dade County Prodact Control Section. along . withtnasked-up dowings md Installation diagram of vinyl Sliding glam do". pepared 3) Cyclic Wind Pnmmse Loadingpiff FBC, TAS 203-94 08110117, expi* on 02n I M
AfrsmE BeAcT RATiNG: La rge a n d Sm 11 3EMMile hapac t Relista ut by Feafthation Testing Lab, Inc, Test Report -No- FTL 354-6- dated I I/M15- *W and along with maiked-W drawings and ingallation &V= ofvmyl diding g1w door. prepared 7. Test reports No(s). 10-002-7"A), 104)&MO52 7, 535753-09. per ASTME-94,
Lfinkations: seAled by Idalmis Ortega, P_ E_ (rest mpertrevised on 01AK16 and M112016) by Feneswibon Testing Lab- Inc., Test Paport No FTL "38 (samples A-1 thm A-22), dated ASTND1929 and ASDM-635, issued by EXOVA toVision Extrusion for cellubsic
I - See table I (sheetj) and table 2 (*=tD fbr%V1ic&JeSGD urdt sizes, design pmmves� reinfmanects"es, K Tw report an 1) Air Infiltration Test, per FBC, TAS 202-94 11 /19/10, signed and sealed by Jorge A- Cam, P. E, (Submi*d under NOL4 A'& 11- composite material
&nqpes, sillriser(see tablesB-1 & 33-2,sheets 7-S) andantborlayout shee0vequdements in I I thru.16- 2) Uaffbarn Static Air Pressure Teo- (Submitted under.A"O-4 Aro. 11-4167.04)
2. Rigid Mute PVC, Tan (Non -white) Ripd PVC andBrovai coated (Phinsedorlanunated) white Rqjd PVC to be . per FBC, TAS 202-94 010704)
labeled perreferencedNOA'srequkenwats. 3) Water Resistance Test per FBC. TAS 202-94 8 Test npwt on 1) Air Infikmtion Test, per FBC, TAS 202-94 8- NoticeofAcceptancr No. 14-016.0 issued to Kummy America, Inc. fx their
3- Fpess operable doors must camplywith min clear width, or hogtit per.FBC requirement, as appheable. 4) Large Missile InVact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Tw, per FBC. TAS 202-94 "SentryGlast (Clear and White) Interbyer", atpiring on 07/(WI 8. Z
4. Pocket walls under sepmawapproval, to be reviewedby Budding officid 5) Cyclic Wind Pressme Loading per FBC_ TAS 203-94 3) Water Resistame Test, per FBC, TAS 202-94 9- Notice ofAcceptance No. 16-1117.01 issued to Kurmay Ammsica, Imc- for 93&
L.U1E1XqG: Each unit shaR bear a pennanent label wft the numnWhzer'sins orlogo, city. state andseries and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large WE=* InVact Tina pef FBC, TAS 201-94 "TresffoW Uluadear, Clear and Color PNB InterlayeW, expiring on 07M9.
followingstatemmt 'Marni-Dodo'County ProductContral ApproveC, noted herein- along willint;Owd-W dmvmp ndinstallatioadqgm ofturyididing glass doorptepmd 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
RriEw.4Loffl=KoAswbe cowderedaaetafeaffuWapplication " beenfiledsod there hmobeenno by Fawstrati on Testing Lab, Inc., Test RqWNo_FTL 3547, dated IW15, signed and 6) Forced Entry Test, per FBC, TAS 20-7-94 F. STATEMENTS W
chaWialbe qTheaMebuM"co&xt6gMi,.*Iyaffkting*epetfog=nceofdiispro&mt se*d by Idalmis Ortega, P. E. (rest report revised on 02/1-5416) along with madwd-W drawings and uLtallatim diagram. of vwyl sliding $lm door, prepared I . Statement letter oftonfommm with FBC-5&EdWou (2014) and FEC-6ftEdition
4. Tea vqW an 1) Air-Infilhaian Test, per FBC, TAS 202-94 by FenestrAfion Testing Lab, Inc- Test Report No- YTL 6337 (sampks A- I thfu A-5). dated (2017� isatect by manufacturer, dated 09/14/17 sWed & sealed by Lym N21u, PY_
TERRUNA110N ofthis NOAwdt occur after-*eaLpiratundateor if fliete b2sbeen a mdsim.oTchnW in 1he
2) Uniform Static Air Pressure Test- per FBC TAS 202-94 2- Statement -lefter ofno fimmcial interest, dated 04/19/17, issued by mamfxturer, signed
makmls, use, ancYox mamz&dm of1he prodoct orproces- Misaw ofdw NOA as an eudonensent ofanyproduct, - 1206110, signed and sealed by Jorge A_ Canso, P. E. (Submiaed under NO.4 A&. 11- mi
for sales. advertising or any odarputpmes" aidowaticallytermmledus NOA. Failmeto, cmWlyvith any 3) Water Resistance Test per FBC, TAS 202-94 01OZ09) & SC21ed by Lynn MiW PY_
s"onofdtisNOA"becauwfor*=inadmoarennidofNOA- 4) 1xV Mmle -ImpW Ted perFBC, TAS 201M 3- LMerof lab complime, pat of the. above test reports.
ADVERTEW-MM: The NOAstunim preceded by the vmr& Manii-Dade Cmaly Florida� and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C-ALCULA'ITONS 4. RER-Test Proposal No- 17-0397- dated 05/05117, s4� by Ishaq Chanda. P.E_
expirationdatemaybe displayedin advestisingliterafte. - Ifanypostion ofthe NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 1 - Anchor veffkation cakuhtims, and stru� analysis, complying with FBC-2014, r7\
done in its entirety� along with madmd-qV dnwings and todallation dupm of mnyl Aiding &% door, prepared lnqAa--' by PGT, dated 12W,'152nd last revised on 01115116- sigried 2nd sealed by G. OTHER
INVECMO' N: A co"of9uslenfire NGA zhall beprovi&d to the umby1he num&ftwr or d0rilxtam and by Fenestmflon Testing 14b� Inc., Test Report No. IFTL &us. dated 12IC4/15, Signed and WA., 1, Notice of Accqft2ce No. 15-1210-.01, ksued to FGT Industries, for their Series
An&=yl-MMW!rP.E,(Smbink*dmm&orN Xv.15-1210.01�
shall be avaWiNe for inspmtonst *ejob site at the "Velt ofthe&Wding Official. sealed by Idaknis Ottrg;k P_ E. Crest mpost revised on oixwm and o2maq)- 2. Glazing complies with ASTME-1300-W- -5576t277r Vinyl Sliding Gliam Door (Reinforced) -L3LL, cqmn on 00*21-
TbnNoArevises &reuevnN0A1t20-N29.@5 and cavisft of thispage I andevidencepagesli-I.F_2,E-3. E4,
1 C�
E-5 & E-6 as weRm approval dommumt tuentiowd abo%v- Z11 — "
I*mq L aamb, P.E. hbit4q L Chande. PX. L-haq L Chands, PX- ><
'Me submided docurnentaim wm reviewed by 1daq I Cbam4a, P.E.
Product Control Unit Supervisor Product Control Uuk suporrisor Product Control Usk Supervisor C=
NOA Ne-21-0205.0 NGA. No. 214USA3 NGA No. !1-020SA3 NOAL No. 21-020S.03
XxViratkuDatot AprilI4,!026 Fj*rationDate- April 14,2026 E3*rationDate- AprH14,2026 Expirafien Dam. April 14,201.6 3c-
r 2"
41 P)1. Approval Dat*:Marrk N� 20' .11 ippreralbak, March 26,20-11 Approval Dam Marck 15, _n2l Approva I Date: March 15, 2.021 E
7 > C'
Page I X 4 E-2
3: co
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CD in
W C5
03
PGTLzdus&w% lik. CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVMENCESUBMI17TED NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED NOTICE OF ACCEPTANCE: EVIDENCE
2. Evidence Submitted under previous subinittal E. MATERIAL CERMICATIONS (continue) 3. New ETideuce Submitted
5. Quanex Put Sum bNer Standard corupl�* withASIM C519 Themal Conductivity
A. DRAWINGS 0-891 BTU in/ hr.-ftl-'F, ASIM F I WVTR-Pass, ASTM D3985 Oxygem4ass� ASIM E A. DRAWINGS
1. Dmwing No. MD-5570.0 RerB, tifled -Vm34 Shdmg Glass Door NOA (1W, sbeets 2190 I.G_ Dutability-NoFog-Pass. (SubmhW underpresions A10A.Mv. 15-W09. 05) 1. Dmwing No- IMD-5570.0 Rev B, fided'Vinyl Sliding Glass DoorN0A aW, sheets I
I through 21 of 21, prepared by manubdurer, dated 10,05115 and last revised an flmigb 21 of2l, prepared by tnanu&dwff, dated 10/05/15 and last revised on OMI/21.
04=0, qped and sealed by A- Lynn MilkT, P.E. 6. Quanta Part complying with ASTM C518 Tbernml Conductivity 2-22 BTU-W signed and sealed by A- Lynn Miller, P.E_
hL-fF-'F, ASIM F 1249 WVTR-Pm, ASIM D 1434 Argon Permemace-Paw ASTM E Note 11us revmm consists replacement of extstn instathtion screw vvith flat head-
B. TESTS 2189 11.G. Durability -No Fog, AS71M E 546 Dew Point Development -207 Mi 48 his-
1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 (Ubw#*d under NOA No. 15-040.95).
2) Uniform Static Air Presmm Test, Loadingper FRC, TAS 202-94 7- Vision Extx� Ltd- Parts complyn with PVC-AAMA 303-13, Voluntary Specification B. TESTS
3) Water Resistance Test, per FBC, TAS 202-94 for Rqpd Polymnyl Chloride (PVC) Extaw huffies far Vision Extrusions, Ltd.-VEX-1 by 1. Naor-
4) Large Missile Impact Test per FBC, TAS 201-94 AAMA FeneWabon Exten" Prof Ue CWi6cat= Nogran. (Submwd under NO 4 NoL 15 C. CALCULATIONS
5) Cyclic Wmd Plesmire Lo;dingpa FBC, TAS 203-N L. Now -
along withmadmd-W drvaW andin"lationdiagm of2U PGTIndustom Inc 9- Visin DvWulovs� Ltd- Pats complying with PVC-AAWIA 303-13 - -6-0
representative unds listed below and tested toqualify Dowst 791 and.Dowsil 993 silicones, (SubmAted under 1V0_4 No. 15-046.0.05) ASSURANCE (1)
p . repared by FeneshVion Testing Labor4torT Inc., Test Reports No-: 9. PVC-AAMA 303-13, Vobitay Specffication for Rigid Polyvinyl Cbkkode (PVC) Exterior D. QUALITY (1)
Pmfiles for Vision EMusions, Ltd.-VEX-1 by AAMA Fenestration, Exteriff P - 1. Miam�Dade Depatment of ReguWary and Economic Resources MM). _c_-
FrL-7997,PGTPW5520PVCFixedWindm,(=it 6inpqwsal), dated09/03/14 U)
FIT,20-2107.1, PGT SGD780 A lumirmun Sliding Glm Door (unit 7 in proposal) FTL-20- CaffmationProgram-
2107.2, PGT CA740 A hun Outs%iAg Casement Window (unit 9 in proposal) YrL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solutim USA- Inc. for
E, MATERLAL CERTMCATIONS CU
2107.3, PGT PW7620A Aluminurn Fhwd W-indow (unit 9 in proposal) and FTL-20-2107.4. flicir --Tan 3040 & W shade (non-wW) White Rigid PVC Ex*flor Extrusions for I- Notice ofAcceptance No. 19-M5.02 issued toKur�anv Anierim Inc. fortheir >
PGT PW7620A Aluninnim. FDctd Alindow (unit 10 in proposal) dated 07MIX, all signed Windows and DooW, eq3ifing on 02/04J21 - "TrosffWt, Ukradear, Clear, amd Color P1v'B Glass fttwhyers7, eqnring on 07MP24- c)
and sealed by Idalmis Orteg2, P�E. IL Notice of Acceptance No- 134122.02 issued to Energi Fenestration. Solution, USA, Inc, for 2. Notice ofAcmptawe No- 17-080&02 issued toKuraray America, Inc. fof their CL
their senim -White Rigid PVC Exterior Extmions for'Windows and-Doore, aWiringon "SeaftTCUA (Ckear Ghn Inter1layeri", c4aing * 07)04123- >
c. CALCULATIONS 02M3- 3- Notim ofAccepUnce No- 1&1106.10 issued to Vision Extrusim Lituded for tbew "Brown CL
1. Aucbor vwficahm cakulaum and, structural analy� complying -with YBC Ila 12. Notice of Acceptance No- 2"203.03 issued to Energi Fenestmtion Solutim USA, Inc- far Coated (Painted or Lmimted), WW Rigid PVC Exterior ExhiWous for Windom 0
Edition (2020), dated 04122120,, pe-epareti by manubdurer- signed and seaked by thew -Bronze & hot shade cap coated White Rigid PVC Extaiar Ystrusions for and Deare. cqvring an 093W* -6-0
AutbanyLymMer, P_E_ Windows and Doore, expiring on. M6/25- 4- Notice ofAcceptance No. 19-1106.11 issued to Vision Extrusions Latited. for their senes.
2- Gbzing complies with ASTM. EIMO-04,-0,42 and -1.6. '%7E 1M Tan 202 and lighter dtades (Nan--Wh*) Rigid CeAular PVC Exterior
D. QUALM" ASSURANCE F. STATEN[ENTS Extrusions for Windom and Doon7, cq*ing an 12/2M 1.
Miami0ade Department of Regulatory;md Economic Resources (RER). 1. Stawwnt letter of conformance to FBC 716 Edition (2020), dated 012120, issued by 2
umnifiactuny, signed and sealed by Anthony Lynn Miller P.E. F. STATEMENTS 0-
E. AKATERIAL CERTIFICATIONS 2. Statement letter of no fin2fid2l interest and of indqxwdent, inued by mantsfactuser, dated L Statenient letter of confomance to IFBC 70 Edidon (2020), dated 0210L'21, issued by
I - Notice ofAcceptance No. 1"W-.02 issued IoKurarar America, Inc. fordwir 04/18/20, *wd and sealed by AnflmmyLym Millff, P�E_ 1rat uftclurw, signed and sealed by Anthony Lynn Miller, PJE_ C/)
"Troffoll Ultradear, Clear, and Color PVB Glass . Interlkvere, expiring on 3. Private Libeling Agreement document between PGT, dated 0330115 and s*ned by all 2- %vate LAmling Apammt dated 03MMI between PGT In&atries, Inc. and CGI CU
07/0&'24- immlved pzties, VTmdo-ws and Dom Inc., signed by Dean NL Ruadr, P:E., V.P. Engineering, on behalf of M
2. Notice ofAcceptance No. 17-4M&02 issued toKurararkmerka, Inc. fordmir <
"SeaftyGlasg (Clear and Mile) Glass Interlaverf', exptmg on 07104/273- G. OTHERS
3- Notice of AcrVtance No- 18-110610 issued to Vam Extrusions Limited for their 1. lbs NOA revim NOA# 17-Q42(L06(FVTw)CGI) and updates toFBC2020 (7&Editienj G. OTHERS
"Broirn Coated (Painted or Landnated).Wlike Rigid Pvc''Exterw' Exhlisions expiring 0411MIL L Mgs'NOA revises & ream NOA# 20-0429.05 (PIA.w/CGI), expiring 04114/26.
for Windows and Doors�', cq*ing on, 09/30J24. 2- RER Test proposals #19-115 5 dated 0 1/ 1620 approved by Ishaq I - Chanda, RE. eViring 2. 1he current associated PIA CGI Ile #21-020-5.01, cq&iag 04/14t26.
A. Notice of AcceptanceNo. IS-1106.11 issued toVisim Extrusions Limited fortheir 0 CU
04/14121- U-1
series OVE ION Tan 202 and Sgbter shades (Non-Wbke) Pied Cellular PVC M
Exterior Extrusions f" Windows and Doors7, expfting on 12P-9/2 I. < ia)
I*aq L Cbasda, P.E. 121kaq t C�Iawu' PZ.
Ishaq L C%sWbt, PX. Product Cmbd Lad &*Nvww Product Confir"I L'k* SqWrTisor
Product Control Valt Supervisor NOA No, n-M'.93 NWA No. 21-0-195.83 <
'NOA We. ! 14 2 06,03 Expiratiou'Datc Aprill4,20226 Expiration Date: April 14,201-6
Ex atiou, Daw- Apri'l 14,21026 Approval Da*e:- March Ik 1.02.1
Approval Da te. Moreth 25, 2021
ApprovaIDAw. M2"h!5,2021 E -5
E 4 SHEET NO.
August 10, 2022 PA 10
MIAM� MUM-DADE COUNTY
%� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sftvc� Room 209
BOARD AND CODE ADMINISTRATION DIVISION Miam4 Florida 33175-2474
T (786) 315-2590 F (796) 315-25"
NOTICE OF ACCEPTANCE (NOA) ww—
w miamidade.voy/econom
Cast-Cmte USA, LLC
6324 County Road 579
Seffher, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(A]HU).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the A]HU (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestrened Concrete Lintels
APPROVAL DOCUN[ENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4" 6" & 12"
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 20;3, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Minfle Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises, NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., IVLS.
NOA No. 20-0630.15
MIAM Expiration Date: 09/11/2023
Approval Date: 0WO/2020
Page I
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD4612, tided "Precast and Prestressed Lintel Details ", sheet I of 1,
prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, tilled
"Cast -Crete 4 ", 6 " & 12 " L intel Safe Load Tables ". sheets I through 3 of 3, prepared by
Craig Parrino, P. E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
drawings signed and sealed by Craig Parrino, P. E.
B. TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
sealed by Christopher A. Hamon, P. E.
C. CALCULATIONS
L Calculationsfor Casl-Crete Lintels, doled 05129103, 207 pages, prepared by Craig
Parrino, P.E., signed and sealed by Craig Parrino, P. E.
2. Calculationsfor Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig
Parrino. P.E., signed and sealed by C�Wg Parrino, P. E.
D. MATERIAL CERTIFICATION:
L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
2002.
z Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., datedMarch 24, 2003, last revision datedMarch 11, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
1_�111 imy'A. Makar, P.E., hLS.
Pro�iructcontrol Section Supervisor
NOA No. 204)630.15
Expiration Date: 09/11/2023
Approval Date: OWO/2020
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
A.
DRAWINGS
A.
DRAWINGS
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
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 ", 6 & 12 "
LT4612, tilled "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
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
prepared, signed and s;�led by Craig Parrino, P.E., on 08119114.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
March 22, 2012.
B.
TESTS
1. None.
B.
TESTS
1. None.
C.
CALCULATIONS
1. Colculationsfor Cost -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signed andsealed by Craig Parrino, P.E.
1. None.
D.
QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1. ByVzami-Dade County Department of Regulatory and Economic Resources (RER).
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
E.
MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F.
OTHER
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
1. Letter from Cast -Crete Corporation, dated Februwy 03, 2012, signed and sealed
Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
Edition.
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
A.
DRAWINGS
1. None.
B.
TESTS
1. None.
B.
TESTS
1. None.
C.
CALCULATIONS
1. None.
C.
CALCULATIONS
1. None.
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
D.
QUALITY ASSURANCE
E.
MATERIAL CERTMCATIONS
1. By Miami -Dade County DVartment of Regulatory and Economic Resources (RER).
1. None.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
1. None.
1. Compliance Letter with the Florida Building Cod�, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE
"��Melmy A. Makar, P.E., M.S.
C�,Uelmy A. Makar, P.E., M.S.
P, rt Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 09AV2023
Approval Date: 08/20/2020
Approval Date: 0&20/2020
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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. None.
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 ofRegulaory and Economic Resources (RER).
1. By Aliami-Dade County Department of Regulatory and Economic Resources (AER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. None.
F. OTHER
F. OTHER
C_
1. Compliance Letter with the Florida Building Code, 2017 Editior4 issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
U)
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.
c)
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
>
1, prepared by Craig Parrino, P. E., dated March 24, 2 003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables ", sheets I
0
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
60
revision datedJune 12, 2014, all signed and sealed by Craig Parrino, P.E., on
0
Janua?y 22, 2019.
B. TESTS
0
1. None.
C. CALCULATIONS
1. None.
Cl)
D. QUALITY ASSURANCE
CU
M
1. By Miami -Dade County Department ofRegulalory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
<
1. None.
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F. OTHER
1. Article ofConversionfor a name change.
0
L_
C6
LLJ
C,menny A. Malmr, P.E., M.S.
C�l Helmy A. Makar, P.E., M.S.
< CD
Product Control Section Supervisor
Product Control Section Supervisor
Z
NOA No. 20-0630.15
NOA No. 20-0630.15
z
Expiration Date: 09111/2023
Expiration Date: 09/11/2023
<
Approval Date: OWO/2020
Approval Date: 0&'20/2020
_J
E-4
E-5
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August 10,
SHEET NO.
PA 1.5
I ILI ECO INC_
TILLIT TESTING a ENGINEERING COMPANY
WAT n0t A. TTUIT, JP., pj�
PRODUCT EVALUATION REPORT
REPORT NO.: 28-0728.01
DATE: July 28,2020
PRODUCT CATEGORY: Shufts
PRODUCT SU&CATEGORY- sum PsnelB
PRODUCTNAME: 20 G"E GALVANIZED STEEL STORM PANEL
MANUFACTURER: GkAwl Protection PlabdAlLa.
48W S.W 61 Street
Davis, Flords33314
1. PURPOSE OF EVALUAMON:
This is a Product Evaluation Report Issued by Walter A. MlIll% Jr., P.E. (System
10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
81 G20-3, Method I D of the Florida Dope rtmetrit of Business and
Proboakwal 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
of least equivalent to that required by the Coda
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may ~ Its limitations and conditions
2. EVIDENCE 811.1111111111TEM
2. 1. PRODUCT EVAUUMMDMUMEKL(pga,�
Drawing No. M176, Wiled "20 GAGE GALVANIZED STEEL STORM PANEV,
sheets 1 thru 28 of 26 prepared by Titteco, Inc.; signed and 3ealed by Waiter A.
TIllit, Jr., P, E.; dated 07128/2020. This drawing Is an integral part 9
t k0s
Evaluation Report. . ffittwt 1104,4
OfA. rk
t"
-7
No, 44187
A
6355 NX 36th Street, Suite 305, Miami, Flwi4a 33166 - Photte. (305) 871-153.0 - 1
2
2.2. TEST R PORTS;
Large missile impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 at the Florida Building Code. Uniform static loads
as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 98-5189 dated 08/09/1996, #96-570 dated 0911811996,
#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratom Inc. reports* 2032 dated 04118/1998 and
# 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespoda,
P.E. and Henry Hattem, P.E.
Tensile test Wort No. DCM-1 97 by QC Metallurgical, Inc., dated March 13, 2000.
signed and sealed by Frank Grate, P.E.
ZLAMRUCTURAL RN-GINEMNO CALCULATIONS,
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and In accordance with
section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc,,
dated 11103/08 and 03112115, signed and sealed by Walter A. Milk, J r., P. E.
I MISSILE IMPAr-T RNISTANCE
Large missile Impact under section 1826 of the Florida Building Code, as per
TAS 201 Protocol.
4. WIND LOADS RESISTANOL-
20 Gage Galvanized Steef Storm Panel has been verified to sustain vklnd
gith shall be as Indicated on sheets 8,10,14, 15,
pressures. MaDdmum panel lerx
16, 19, 25 and 26 of 26 of Product Evaluation Document (P. E.D.), drawlim No.
20-170. MoMmum Anchor Spacing shall be as Indicaled on sheets 8, 9, 10, 11.
14, 15, 17,18, 19, 20 25 and 20 of 26, of Product Evaluation Docu merit (P.E. D.),
drawing No. 20-170.
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 10 thru 20, 23. 24 and 26 ot 26. Of Product Evaluation Document
(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
Indicated on sheets 8, 14,16, 25 and 26 of 2e, of ProdoctEvaluation Document
(P.E.D.), drawing No. 20-176.
r N-
E N
9 NOTESi
9 3) 0 CASE THAT PRIVICAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD DOARDS BE FOUND ON THE
COWTUND WALL ANCHORS SHALL INE LONG DOUGH TO REACH THE WAIN STRUCTURE ODOM SUCH PANELS
MEW ED) HAS OEM YEWAM MR COMPLIANCEN
gNn=
ANCHORAGE SMIRL SE AS MENT00INED IN 0.1) NO IN a2).
ACCORDANCE WITH THE 2M or BUSNG Com
(C) Elm Wn
DES" WIND LOADS SHALL BE DETERNIMED AS PER SEC7104 11520 OF THE ANK MENTIONED CODE
TAINW,410,00M
III
1/410 01S, AS MAPIUFACT U I'M .11
"M : Wft SP AS REQUORED BY THE MOSOICTION VINIX THESE U BEM=
#t4-IO PANELMATE FOAALE to Mo PANELMATr PLUS ANCHORS. 05 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
FOR DIRECrKKAUTV FACTOR Kd-015. USING AITCE 7- 18 AND SHALL ZFTETRS
C THE
1/4 LAO SCREWS PER V.D.S.
DESIGN PRIUMM PATWO 04"TED 04 SHEETS 7 THIN 12. 14. 15, IC 10 At 20.
SIV WOOD 9USHING. AS DISTRIBUTED BY ALL POINT SCREW, SMT It SPIOM" Go
IN ORDER 10 VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS Or PER MCE 7-tf
nmwkm
SHALL BE ]FIRST REDUCED To "0. DESIGN WIND LOWS BY MUILTIll THEM BY GO IN ORDER TO
C') MOM" THREADIDD PENETRATION "To WOOD OF TAPCON ANCOICIRS !*ALL BE I Ilr ASO 2- MR ELCO PANCLAMIX PLUS
COMPARE THESE W/ MAX� (ASG) DESIGN WE RATINGS NOICANIOD ON SHEETS 7 THRU 12. 10, IS, Ik 19
AM PANCIA" PIMALIE a
IN ORDER TO VERIFY TIAT ANCIMORS ON THIS P Cot AS TESTED WERE NOT OWER STRESSED, A M INCREASE Of ALLOWABLE
C.2) MP40JM INFIFADED PENETRATION OF LAG SCKW. WIG THE WOOD TRW uW SHNILL BE 1 1/2- No yHREADED
PO4CWTON WID STUCCO SHOU K CONSIDERED AS PAW OF THE REQUiRED, r,4REAGM PMMTwN
MESS FOR MO LOADS WAS OM VSM 0 THOR ANALYSIS. PaICRIERS SPACING to WOOD HAS OM GE1131MINED IN
.
ACCORDANCE WITH ILD.S. 2016.
C 3) MINIMUM EDGE DISTAMICE Of LAG SCREW$. INTO ftOO 94ALL K AS R004CATED IN THIS DIRMIANG
STORM PANEL S ADEQUACY FOR IMPACT AND W04D RESISTANU HAS BEEN VERIFIED 01 ACCORDANCE WITH SECTION 1626 OF
THE AMC MENTIONED CODE AS PER HURRICANE ENGINEERING At TESTING INC, MOOR, 96-5011. 96-570 & 96-T30 AND
CA) MINIMUM PENETRATION OF WOOD BUSHP4 SHALL. K S/r 1/4' 8-20 SCIWWS USED SHAU� BE 1 1/2- LONG wowum
"WESTIMITION! TESTING LOB INC. A", #2032 & 12126 . ASIPWO TAS
CoLS -201� TAS-202 AND TAS-203
94OLU STUCCO EXIST AND I' MINDAW FOR WALLS WITH NO STUCCO.
As mu As AMERICAN w LAB or switt FLORIDA eipow in sv-oi, As PER TAs 26% TAs 262 AND
TAS 203 STANDARDS.
C5) IN CASE TIW PRTCASI Sr0NL OR PRIEC" CONCRETE PANELS. StUCCO OR WOOD DOAADS K FOUND ON THE OWINC
2. ALL ALUMINUM IXTRUSION11 to BE 906J—Tb ALLOY NO TEMPER. (UNLESS OtHOURSE WORD). SEE SHEET 2
WALL ANCHORS SNALL K LOW ENOUGH TO REACH THE MIA STRUCTURE 00" SUCH PAND-IL
ANCHORAGE SHALL BE AS MENTIONED IN CA) . C.2) a C 4)
3 ALL ALLANNUM 94M METAL USED AT CLOSURES IMIALL HAVE 3105-.NI4 ALLITY,
(0) ANCHORS SHALL K INSIALLED FOUAW44 ALL Or THE IWCO1ftWNDAtI0NS, AND SPECIF11CATIONS OF THE ANCHOR'S MANUFAcrultOR
4 ALL STEEL SH10 METAL PANELS 94AU HAVE STRUCTURAL QUALITY SMEL. ASTIM A-633 GRACE 50 MINIMUM. C-80
CALVANITED STEEL DIESIONATION W/FV- 511.5 No (AFTER ROL.LED).
6 PANELS MAY ALSO ME WALLED MMONIIALLY $01,11.014K INSTALLATION DETAILS 94DWR ON SECTION 3 DOM" to (SHEETS 4
tNRCUGH 6) Etux" tHAT, W-AGON 12 a (1) SHALL NOT BE USED
S. ALL SOMEWS TO BE STAINLEW STEEL 304 OR 315 AIS SERIES OR CORROSION RESISTANT COATED CARBON StECL AS PER
GIN 50018 W/ 50 Imi Mo STRENGTH AND 00 Kid TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA OLNIDAIG. CODE
9 It SHALL, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOLINONCIS OF THE STRUCTURE WHERE SHUIFFOR IS TO K
SECTION 24 t I
ATTACHED TO NSUIRE PROPER ANCHORAGE THIS SHUrRER SHALL MY BE ATTACHED TO COWAM BLOCK OR WOOD FRI
BUILCANGS.
9 BOLTS TO K ASTM A-JO7 GALVANIZED STEEL Oft NSI 304 SERIES STAINLESS STEM� WnH J6 I* %ftAAM VW
STRENGTH.
10 VCH REGULAR StGRV PANEL 11ITIN LEINGTHIS OYU W-8 THROUGH t2'-4. AS a to AND ALTERNATIVES OW
7 ANCHORS TO WALL SHALL BE AS POL.LOWS'
WIN & 'OW ON SHEETS 3, 6 & 12 ROPECTMELY- SHALL HAVE A LUME no 'j INSTRUCT= OMER 04
Y VUG'L1%'1'L0:
71001ANT TO SECURE PANELS WITH APPLICABLE RVWORCCWW MARC PERIODS or NKIRMCANE WARNING
(A)
I I THE INSTALLATION CONTIIACTON IS TO SEAL,'CAULK ALL SAITTER COMPONENT EDGM WHICH REMAIN IN CONTINUOUS CONTACT *ITT-
1/4-0 TAKON ANCHORS AS 1ANNUFACTIMED BY t.TA, SAILM. 1V- (Mr,, f�3192 p.%J.)
*
1 /4 0 . 7/6' CAUC-14 ANIC4011S. AS M~ACRM Or OICNALT PC, (MIN. ?'3000 v—)
THE BUILDING TO PKVW WIND," WTRUSION.
I/e. . 1/4" SOUOSrT ANCHORIL AS DISTROUTED Of ALL POINT SCREW. BOLT & SPECIIII.TY CO,
12 STORM PAND. INSTALLAWN SHALL COMPLY WITH SPECS INDICATED *I THIS ORAIm PLUS ANY 9UILD10G AM ZONING RIDGUMATIONS
(Min ('e-3000 V..L)
PROVIDED BY THE AIRSOICTION 04M PERMV 15 APPLIED TO.
- 014- 0 PANELAMIT IVAIKE to & PANELMATE PLUS ANCHORS. AS MUWXTWO BY ELCO CONSTRUCTION PRODUCTS.
It.
(MN c-SM
13 THIS 0 P-F 4 PREP BY THE; r. GawK AND GOES Nor PwAm mrowI
M !"�6rMWN& AAEG
`5K9t`PftKCT
- 1/4-0 CF TAP-GRP ANCHORS, AS MANUFACTURED BY TRILI-Far CORPORATION (e3600 p.".)
FOR Ap= SITE CONOMONS DEYWE TRW THE PAD,
A 1) WOM EMBEDMENT OF TAPCON ANDICIRS WTO POURED CONCRETE SHAI.I. K 1 3/4': 2' FOR PARELMATE IDiAl E
tt,) CONTRACTOR TO BE RICROOKE FOR THE SELECTION PURCWM AND 067A"T" INCLUORK; In SAFETY OF THIS PRODUCT
SAM ON THIS PZZ PROVIDED HE/SHE GOES NOI OIE� FROW! THE CONDITIONS DETAILED ON nA D=A9V
to Alto PAMEJAIALTE PLUS AND I $/A- FOR CF TAP-GMP ANCHORS
CONSTRUCTION SAFETY AT SITE 5 THE CONTRA"'S RESPONSOUN
CALK-W 0 SOLID-W ANCHORS SHALL BE EMBEDDED 1187 INIM THE POURED CONCRM 90 EWKOMENT KTO
(C) THM PRODUCT EVALUATION DOCUMENT WLL BE CONSIDERED V*AUD IF MODIFIED
VUCOO SHALL BE PERMITTED- I/#- �20 SCRIEWS USED SHALL ME I Ilr LONG MINIMUM SHOIJILD STUCCO EXTSI.
AD I* MOW" FOR WALLS WITH #40 STUCCO. AND MAY Or HEADED $Mll OR All TOMADED SCRVWS W/O NEEAD.
(d) SITE SPECIFIC PIRLIECTS 5404A BE PREPARED BY A FLORIDA NEUM70W ENGINEER OR ARCHITECT WHICH WILL BECOME ITS
or WITH, AIM PAM
ENGINEER OF RECORD (E.011.) FOR THE PRELIM AND WHO WILL ME RM"MME FOR THE
PROPER USE OF THE PX-0. ENGINEER Or RECORD.ACIM AS A OICI.EGATID EMGNW TO THE
A 3) IN = THAT PKCAW STOW_ PRECAST CONCRETE PANELS. PAVERS, Snjoeo OR Moo 0OW40S K FOUIW ow THt
P-LID, ENGINEER. SHALL SUSIMIT TO THIS LATTER THE STE SPECIFIC DMINIMICS FOR REVIEW
ENW64 WALL OR FLOOR. ANDOORS SALL WE LONG ENOUGH TO REACH INE MAN STRUCTURE 911HIND PAM
PANELS ANCHORAGE SHALL BE AS MENTIONED IN A I) AND 0 A.2).
4) THIS P " SHALL KM THE CATE AM ORIGINAL SEA1. AM SIGNATURE OF THE
EN06M OF RECORD rew PREPARED IT
t4 SHUTT" MANUFACTURMS LABEL 94ALL K LOCATED ON A READILY ySIBLE tOCATCH AT STORM
1/4' 0 . 7/9' t^9-4N ANCHORS. AS ~ACTURETt IN OCRALT INC fWIN. 1`�1500 p—)
PANEL SWIM IN ACCOROMOCE WON SECTION 1700.9-3 OF FLORIDA INALUM COOL ONE LABEL
SHALL BE PLACED FOR EVERIV OPENING. LASELNG TO COMPLY WITH SECT" 110092 OF THE
X �1/4.
I/t-6 SIXID-Srr ANCHORS, AS MSWAVW BY ALL POINT SCREW, DOLT & SPECIALTY 0.
FLORIDA BUILDING COW
$.'I
(ON Mo P'.j)
IT
114-1 OWIWTC FEMALE 10 AM FAHELMATE PLUS ANCHM. AS MANUFACTURED BY ELCO CoNstRI
"a DRAWING SH041 ONLY BE USED TO
PRODUCTS (MIN f'-2071 011,J) "it 01114" PERMITS IN THE STATE OF FLORIDA
'A
1/4'# CF TAF-W ANKCHOIII AS VANUFACTUNIE'D By TRLI-FAST CORPORVITICH PIES.
11,T) 0110" EWWMWl OF TAPCON ANCHORS, EI.Co PANELMAM AND Cr TAP-GFW, ANCHo% ffm IRE
C;. niORM BUUNG CODE fth Velocity Hurrica
BLOCK qW SHALL BIT 1 1/4- _r -am IMIXV, W
20 GAGE 01VANIZED STEEL STORM PANEL
No. I
11.21 CA1X_rN & SQUDSET ANCHORS SIMUL BE EMBEDDED 7/3' INTO THE CONCRETE BLOCK UNIT MO
167
Pro, STUCCO SHII.A. BE PERMITTED 1/4' 0-20 SCREW11; USED SHALL K I in LOW MMUM Co
ERV. AND I' MINIMUM FOR WALLS WITH NO STUCCO� RTAII
hu I IF j! n P�Nl& PWTECTN* PROW17111. U.C.1
"M a
m
I
=Po WAX Eb.
"DOUNRIM,
CONCRETE ANCHM
09
S.W)$ a THIOUCH *
MOUNT=
INSTALLATION
INTO EXISTING
POURED
DETAILS
FOR REGULAR PANELsa &.dA
CONCRETE OR CO RETE BLOCK STRUCTURES
CONCRETE MIGNORIS
011 SCHED" of
CONOPM MICHM
V seas a romm S)
COUL 30"11101" ON
9-FIETS 5 TNR0UW
4
EXISTING POURED,
CONCRETE R 4:
I
I
MUS
Ift.
"I .",
'_' -,I* Aft.-
W%r 4M.
.1
EEG.
s,
3
11
MIX samolu
avows
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12 iff =
IN Ora
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A
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VARI SM 0 1
I
!
CAM 9W 0
" I/r
'2 vr
IIAW "M
Wr I
I
Ekffi1IEk!
snat 0
or or
I
CONCRETE BLOCK
COWCMM BLOCK
new=,
t C
-
V4
CONCRETE ANCHM
COWQ11[ 11"C'm "
ice ft.
CONCRETE NIONORS
Dim SCHEDULE O
SHM a 11111OLKIN 9)
COLING 111=1111IT11111112 1UH-B go
THIRRAIN 4)
10HIM" 001
&MATIE RM
_Lq moumnNo
SELTJON 4
StALE 3A.I*
EDGE GNMINCE
I
(SEE SCHEDULE ON
SHEETS 9 At 9)
N= FM GQMRRh&M
.X-qU3%=
TOP & BOTTOM MOUNTIN2S CAN BE
INIVIALLATION
COMBM IN ANY WAY T) SUIT ANY
3
6. MATERIAL CHARACTERISTICS -AM SPECIRCATIONS:
Shall be strictly In accordance with General Notes and Components indicated on
sheet 1. 2 and 22 of 26, of Product Evaluabon Document (P.E.D.), drawing
No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
VAIN
7.1. Shall be Strictly in compliance with General Notes No. 1, a M 14, indicated
on sheet I of 26, as well as General Notes # 1 thru 4 and 11 thru 16, tridIcatted
an sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
prepared by Miteco, Inc. and signed and sealed by Waiter A. Mild, Jr., P.E.
7.2. Product may be installed wWn HIGH VELOCITY HURRICANE ZONES as
defined on section 1020.2 of the Illoddis Building Code.
7.3. Product shall only be Installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. TIM, JL. P.E. (Florida License
No 44167), President of Titteco, Inc. (Florida CA-000071 9).
.........
�PN
io. 44167
STATE OF
WATU
oil TILTECO ADMON RECORDS I P. 6. REPORT.20 k GLOBAL PROTECTICNW PRODUCI-S. LLC 20 GAGE
GALVANIM STEEL WrORIA PANW DRIAIGN M'T?t % REPORr 0 2"Mol
—1 �LE C�O i �Nc
/TT
TILLIT TESTING 9 ENGINEERING COMPANY
WALURA.EXLREL.PM flItCOD
, @
"
PRODUCT EVALUATION REPORT F11 r Ti,_N.1 4467
REPORT INO.: 20-0727.02
DATE: July 27, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUWCAMEGORY, Storm Parole
PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: Global Protection Products- LILC
43M S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATIONo
This is a Product Evaluation Report lssued by Walter A. T1111111k Jr., P.E.
System
ID # 1000) to the GI obal Protection Products, LLC, Rule Chapter No.
$1020-3, Method 10 ofthe Florida Department of8usliness and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with ft 2020 Seventh E4ition of the
Florida Building Code, and to yoft that the product Is for the purpose intended
at least equivalent to that requ Ired by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may affect ft limitations and Conditions
2. EVIMNCE SUBMTED:
Z1. PRODUCT MtALUATION DOCUMENT IP.
Drawing No. 20-1751, tMed'24 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thrul 18 of 18 prepared by Mitew, Inc,; signed and sealled by Waiter A.
Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into Is
Evaluation Report.
167
rf F
6-3,55 N.W. 36di Stroet, Suite 305, Miami, Florida 33166 - Phone: (305)
QOMPONENTS FOR REGULAR LIFE SAFETY STORM PANELS
(SCALE 1/2-11
15,19411' (TOTAL WIDINI)— iS.IW (TOTAL
----12�500` (EFTECTIVE Want�—.--
___-6 114 - 6-M,
"N
'3r I
-Mo*— '�
Q.Wr MAL IN=
STEEL
- TO-- 77!�"/ <" " W
Q'MW UK
WAVANM STEEL City.
NIDGE
HICIMED TV AITIA A-6511, .2 1
so orawL
46Ar owso ONLY 1�m A 46.9
------------------------- - --- ... ...... -----------
I
1.3hw
(D STOM PANII[L
END MRU PAWL
_2Affr--
31r
2.11ir
AVAM's �Lp .12r
f.-250" 1go., 1/4-0-20.
i-loo' %�
1.2w INERIES 304 SUM
_T_ SPA L& STUD mmm
AGO' t 125'
To MW 0
MIA,
AO.W 3'M 412 Vr .5015'
'25 2A.K.- 5w;
.939- SEE
DETAIL I
375., -A
it. PAL
12ar
=WMC VIEW KIWIL A 2 Z
/ L--2.OW-
ROUNDED CORNER 4111 ENDS OF PANWS .011.
END LIP W/ HEIMMED EDGE�
(1) "h" NEAM "Ll" HEADER AN= wrrm sTun A=E wrty
(N.TS) REVERSE STUD
--- - ---- I wan
� Saw.
1/14 a 2/14
374*
_f__
paw PANEL 0~
7A) or ICEY 14011 WASIM
DAM- (MM.) !.-.OW
OILVANIZIED STEEL
Is' LOAK;
i
I --
375'0 -d.S7 1*#
I
------ A
MOM
WING NUT
.1 .197
__2-OOQ`_
0 rX7"XI/4" ALTBVW%W UK 00 MR W/Ufl
ALUMINU1MI ANUE MONCURW WASU W/ ADDITIONAL
Iw
.
74' OW
.1w- JIG*
+�20, 304 SERIES
no 11101:111) To
1 0441 0 12 Ilr 04
1.071
1.34r
oaks" 14. 1 015,
7iW
TR= AWLE 3/e *F" TRACK 111AT PLAUD
Im STUD
........ ....
I ..
No. 44167
J75'
Z FLORIDA BUILDING CODE (Nigh V"
W= mum W_
rMa Aft" 20 GAGE GALVARM STEEL STORM I
MTECTM PROOLOLT.
67
U" 7
COMORM 410"M
=Ir1KU4I OR OF VfflGRP Mo: so== ON
soma" ON ww a a 8) SKM a THROUGH F."� 1,
J
=PWAO Mo,
CONCRETE TR=
NO*
M
a ONLY
SIR =M" I
Jo. 4
C,,M MUNG, ED.
CONCRETE
CONCIM 86"M ICY
Ex
CONCRETE K=
I Begun= 1/2
C"IN OR KING
Iowa CONCRETE ANCHORS
(SM we
PIAS
=9= ON
SHEM 0 "WOUG"
MANSING
SWW-ALE 3
ExOrrING NEW I* VADE VAAIES 1,18' ED. -(EDGE DISFANCE
SEE SCHEDULE ON
THICK ALUM. T= Olt I
EXISTING STUCCO/ P TL WOOD PUGE SPAM SHEETS 9 At it)
--vmm a" I I _(�)
4 NEW I* WIDE . IIININES 1/8'
ALUK TUBE OR I' . VAIN$
..... PT wm PLATE WAM
4 ,
1 1104" TRACK TOP & BOTTOM MOUNIIINGS CA
6 i mommmm A#NOCHM COUMD IN ANY WAY TO SLIT
[INSTALLATION.
I --I -
INEEIS a TMOUGH 9)
::=I'm C�.
EGSTINC
C=0ktR&MP%r WL Wom UmvK a W,
Km I Id". WACO N110d it K
CONCRETE MM OR QUM THAN
00: ="Et REOUNED TMAWS HDOW,
SECTM X_X
SCALE 3/0.1-
40
441C
DETAIL FOR SPACIERS MO S
WTIOM TUM ADJACENT TO STU=/"QO URN
W_rlo t—ZI-8
ri
W L do
t
_J
16
0.1.11
mom
I
MF;n--=
DOW
grz, - gomg
um 1
't
a W
!;ftj
BMW IPOW-
-0
N BE
T ANY
INCALL 3/10-1-
I I
2
Large missile Impact food tests were performed under SSTO 12-M standard as
per Section 16001.2 of the Florida Building Code, Uniform static loads 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 =1 1102 wftnessed by WhIlam
R. Mehrier, P.E., Bortz Moroz, P, E. and Henry Hattem, P.E. and Report No.
0219.01 -09. dated February 25, 2009, signed and soa-led by Edmundo
Larglaospecia, P.E. and Henry Hattern, P.E. Large missile impact and Cyclic
load Inge per Protocols TAS 201 & 203 as per section 1609. 1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.0,1140, dated November 23, 2010, signed and sealed by JUAD E.
Gonzalez, RE
Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13.2009,
soried arid sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as
Per CIG Metallurgical Report No. I OKM-1 318, dated December 1, 2010 Signed
and sealed by Jerry Jaciofano. P.E. as per ASTMI E-8.
2.3. SMCTUIRAL ENGINEERING G=ULATIONSP
On 24 Gap Galvanized Steel Storm Panel for maximum panel langth vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1004 of the Florida Building Code. Calculalloris prepared by Tilteco,
Inc., dated 1211 B/1 0 and 08/27113 (for this revision), signed arid sealed by Walter
A MlItt Jr., P.E.
3. AMSILE IMPACT RESISIANCE:
Large missile Impact under section 1609,12 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
24 Gage Galvanized Steel Storm Panel has been verified to sustain wInd
pressures, Maximum panel length shell be as indicated on shoots 3, 9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on shoets 5, 0, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Dworront (RE.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has beon verified for code compliance to
work as a non-poyous storm shutter assembly, as per SSM 12-99 Standard.
1/4. 2/4, 3/4. 4/4. 5/5. IF^
+1W/ic. 2W/10, 3W/10. 4W/10.
SW/10, 6101111111 Air 7W/11
ANCHORS FOR COOK FIE SEE SCHEDULE ON SHEM 9
Mo. FOR WOOD SEE SECTIONS ON SHEETS 10 11
7
a
_r
D.M..(
_T
J? �1_7_71
-
PANELS I I I I
AS
,
'
Installation shall be performed strictly in accordance with daWls indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document(F.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3, 6� 13, 14, 15, ill and 18 Of IS, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
IAL
t MATIM CHARACTERIUSTIMANDSPECIFIMONS:
Shall bestrictly In accordance with, General Notes and Components Indicated on
sheet I and 2 of 18, of Product Evaluation Docurnient (P.E.D.), drawIng No.
20-176.
Anchor specifications shall be as Indicated on shest I of 18, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7.1 - Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
prepared by Tftw. Inc. and *nod and sealed by Walter A. T1111, Jr.. P.E.
7.2. Product sWI not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florlda Building Code,
7.3. Product shall only be Installed Into poured concrete, concrete block, and
mew franne structures.
Product Evaluation Report prepared by Walter A. 7711t, Jr., RE, (Florida License
No. 4411M, President ofTifteco, Inc, (Florida CA-0006719).
WATILL
On TILTPCO ADYAON RECORDS t?, E. REPORT.2(
GALVANM STEEL IFTIORM PANEL k DIIIIII 20-176 11
r MAX
1* MIN.
III
1 3
�__F_t 71411
T
- - - - - - - - - - - - - - -
LTED PANELS W/ 1/40-20"-
1. WLS T "1
i
:E SECTICAM AS APPI.1CASW
1
- �-
1 --- iii-I 11"TO-1--141--lot- W1 To- I a4 - -- ------
6
_7
t MIN,
__K MAX
I' MIN, W4j 2/4, 3/4. 4/4, 5/5. 7/5.
10, 2W/10. 31111/10, 4W/10. 6/5
SW/10. 6W/11 k 7W/11
ANCHORS: MR COMMIT SEE SCHEDULE ON SHEETS 6"k
FOR WOOD SEE SECTIONS ON SHEET$ to
REGULAR STORM PANELS 61) & 141 ELEVATION
2.6r
(Wk OVERLAP .1 VINCLE W"M
1/4-
MA114 GNP
1/4- MO. GW
ED
INSTALLATION DETAILS FOR REGULAR PANEL33 & (1A
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
ANCHORS, FOR oomemm SEE: SCHIMU old SHEET` 9
J!QURCD CONCRETE
_VIII&WREWIECK MO WOOD SEE SECIIONS ON SHEET 12
OR CONCRETE SLOCK r M 2.63' r
REQUINED I. ilk W mew -1 TIHOLE WI W.
r
---
9) 9) FW" WIN
SHEET 2)
I
I 'I I r
r
MAX
T� T
I I I I
1 f I i 1 ��11 - , 1 1
101MINIft
i 1 1 .0.,Avft 44
V VIM I
Gar
"-Win
1.4
1 1 - I
A' MR I
I TfT f -T or
Ba
.r. B"
OF V
or, Ma Of Mk,
WINK
_W Sax MIT rm-
3 WAX ANCHORS 2
FOR WOW SM SECTIONS ON S
MR CONCRETE 10 SCHEDULE ----- - -
W L LM SrOft eft.pk
RM ELMTION
; 'ff QZ
1/4' MA)L GAP
Li 2.6r I
noun
vim 2)
DO
W4 4�11IW4 S.S. BOLT
I27A1;2"0C.WWG
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3
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SCALE 3/0.1-
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ED. - EDGE DWANCIE
(SEE SCHEDLILE ON TOP & BOTTCM MOUNTINGS CAN K
SHEET 9) COWSINED IN ANY WAY TO SUNT ANY
CD
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spAm (Ft)
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WAWI
1, 5, _W TO r-tal
22* 1."
or-lor TO JF_O"
2'. Ir �jljr
W% Vor" ilt"-.6fm PKMW WITH,
K P/10 STORM PNW ON TOP
I TZATO T TOP ON BOTTOM OF OPID"
TOP a 90TY00)
WALL MOUNTM
MTAUATM - &XWKMM_=
W.Alk 1/4' . I'
HOTE&
1. INSTALE.ATIONS ARE ONLY VALID FOR BUILDINGS WrtH A.S.D. DESIGN LOADS
UP TO +55.S, -72.0 AND PANECS LENGTH UP TO W-11",
2. FOR NEW WOOD FRAME VO4TRUCTION: WOOD MEMBERS TO BE SOUTHM
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
140TE FOR COMBINIADW QE
TOP & 90TrOM MOUNTINGS CAN BE
O"NED IN MY WAY TO SUIT ANY
INSTALLATION. I
I-= W"o" O�
ow
10 mum
ma
17 12
to V14
ONO" Now"
schm"m
ow 14)
otmom
=J_
OW K)
WALL MQUnNG N WALL AND nOW MOLMNIG INSTAUATION
SECTION 1. SCALE. 31r - I' - SIECTIOK 2 SCALE; 3/W 1*
WM ON LJFE SAFETY STORM PANEL SYST1111 WD"10k,
1. LIFE SAM STOMA PANEL CAM K LOWED AS AN DO PANEL (FVW OR LAST PANEL)
OR AS AN WMWR PANEL (ANY PAND, WCORION IN WITNIEEN ENO
LIFE SOM PANaS MAY OR MAY NOT BE IMSTALM ADJACENT TO F='PANIELS
(*/ OR W/O REGUAR TRINDICIL)
2 LIFE PANIEL ODWSISIS OF ObX* GALWOZED STEEL STORM PANEL AS
PER SHEET 2 or Ommm,
E-3-
THIS MY TO BE ROAM OFT 04SIALM FROM IH�f NODE OF
STRUCTURE.
WWONENT (1) & BOTTOM TRAC" To
00111"No
COMPONENT BE INSTALLED *MU. OR FLOOR MOUNTED FOLLOWING SECTIONS I k
2 ON TIM SHW, AS VIELL AS DETAILS I & 2 09 SHEET 14.
4. wo. LDww mR compoom 4D Is W.
Mom. ANCHOR SPAOW. FOR COMPONEACT 4DANCNWMGE AT BOTTOM IS GKN ON
SCHEDUUS r 2. SMIXT 14.
MAY
COMPONEW be Pov~ OR XWOVAIII.E.
s AIE
I SIX OETALS FOR 04TALLAWN INTO WOOD FRAME BUR.11INGS ON SHEET 1!L
p oft
t SEE SHW * FOR OETAIL APPLICABLE TO THE NECESSITY FOR T+4E OWAUAT*N OF
SPACERS AT TFACKS INSIALM AWACENT AND WM0 TO STUCC0/WOO BOW.
11001
do
CIERM & F1= MOUNTM WALL & nma iwmm
AW WSWAMN - ALTn"?W
(SECTION AT TOP 15 ZW-M TO +4153-117.0 MAX, $CAM 1/4' 1*
A.S.0, DESICIN PRESISUIRE RATING)
IC" 1/4' - I'
now WoLeffm
NVALLAM = MEIM "W
som I/e - r
NMI 11111
LION A 2/4 W4. 3/4 OR 4/4 1*'. 2: & 14w/ts L*I. 'w/15
-J ON UFIE &WM PANEL L.-
AREA */NO In Som was
rim Ismow)
.. TRIEVULAR OR
1 /0
SN'T"
(SM
W= LAW PARIS. a) 10 OR INSTAUAM AS
OPTION Al FOR IJEE 26
In SWfW STORM PAMEL OPORTO SNML
STORM 11111, INEWIM.
PANEL(l) & (1A
TO
or STIKCTURE.
SWeMokaE 3
Q@ml
4
21� _(T _7
x I& x y
-;11,
e -
vm-;;;
-,
SECTION 8-6
SCALE 3/3r.l.
MAXIMUM A.&D. DEMAN PRESSURE RATING 4"Q AN13 CORKSPICINDING
MAXIMUM PAN L LEMON NO SCHEDULE
INAAmol'iII Afa ��A� - - - I '. - - . . . .1
X
*
N*.;TJ "'007
NN-t er-
A%
Ms. 16m
ININ
0" -XLa
r-!r OR UM
g I/v
w"Imm
I TIM a A 7
1, To MaL
Umpom
I ION � a 7
,W-r To 111-r M_
2
1011�
6
+QA _411.0
12'-4l OR ins
3 112'
INK
4, a a 10
- mm 111 1/4'"bil JLS. " 0 W~ 9 0~ a WOUNCT14 Of PAWL
mm ONLY FOR "MSG)& fbimstmaxwms As p" swr4m I THw 7. ON "m 4 k 5)
uk"IUM &3.0.
VIONCH
PF435^
wmw momm wvgm MR E;L - 3 I�lr -
APPUCAAUE TO
PAM
to
I~
I Ly
ftVNWWE
-
PaNtumn ftm
10 cowtowli
I*
COwCmm
OLM
70 CONCRETE
a=
To WOM
TO
OuNcom
Kom
10 CoNcom
mom
NUICK
TO mcom
To
m'w
IF
H/A
TI/A
N/ok
v
TVA
4A
r
Ir
WA
NZA
e
Ir
e
IF
r
I
1.
If/A
N/A
N/A
a"
N/A
r
N/A
91
N/A
or
N/A
NIA
*/A
Ir
*/A
r
WA
w
N/A
I (son"
IF
NIA
NIA
N/A
r
N/A
Ir
WA
or
01A
3 & 4 mm
r-r on LESS
On Lm
IF
V*
WA
N/A
IF
r
r
or
r
r
3 *tw
IF
WA
WA
"/A
or
W/A
r
%/A
a,
RIA
-7 mm
r
1.
WA
N/A
Ir
r
r
v
r
r
4 & 7 OWITONA
"/A
TVA
12 Ilr
6 I/e
12 1/2'
a Ile
a Ile
a t/d.
$'/*-
61/4'
$ cw/wmko ,
US WM TO * I I FOR ANDWORS TM & WACWC TINT WOUAROMI 400 WOOD "VAR
=w Owmm ARE Am= ON INS Sam" I" La ums
0=4=0 WACW BY MWftVW WACIN TIM 00 MAD" IV
W PRAMM MY= AM IM OPWW 10 IT WILL OMM WWM ONOM UMNO FACTOR
SHMI AM K LW ITINN MONO WCMO 111OWN ft* EACH MOM TTPI AT ANOWORT LOW&
im� To&
1/41.
1/41.
1^% 1
I
�
'i�o
Am
=
-
OL golmost WROW OL)
3
3
3
1
a
a
$In
wi
I In
ZIA
3.2
1111101101
I vr
x!
r
'Ir
Im
IAD
z
mm
1. INSTALLATIONS ARE ONLY VAUD FOR IRUILDINGS WITHI ".D DES" LOADS
UP TO 455,5. -7LQ PSF AND PATIM'S L&NCTIll UP TO IV-11*
2. FOR MLV WOOD FRAME CONSTRUCTIORC WOOD MEMBERS TO BE SOUTKRN
PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
Na FOR OOMM&MN QE
TOP & BOTTOM MOUNTINGS =CAN
COMBINED IN ANY WAY TO SUIT ANY
WALLATMIN, I
,�2
.g,
Him
It -
all
I W-1
5)
f I I WN I
.......... X
swas 0 Em
OVERLA
WZ0. C
PANE
511W W, (am 0
r NOL (OWE 0)
WOMAN A"
Dow
mmmu
Raw f..jJ
OF W-W
aTU`IN
ftwum mour a
Wawa pm
oftvA" TO
a
or
ulomm"
LENGTH
TO
CONCRETE
IW,&,
am
TO
OW004ONKME
10
I=
TO
COMORTIE
to
CONCRETE
' am
TO
1WI40FWME
m
+35,0.
MIA
WA
Sr-
WA
r
R/A
15*
N/A
I h 2 (TOP)
5'-W OR Lms
err,
r
r
1.
1.
1.
+55.0 -nt
N/A
WA
WA
r
N/A
r
N/A
0'
N/A
1 2 (TOP)
TO 'r--r
y
or,
7 1/2"
9*
1.
MOTTOW)
+56,0 -72A
ff/A
N/A
WA
15-
N/A
IT" -
WA
",A
I
-
7--r To r-r
wm"-=
Ow"
P1112SURE
TO
a
IMA.,
OF THEM
!A�A
nr*L ft)
14-P CUP -
+49.2 -4iZ
3. 31
4 1 4 14r
2 (BOrrom)
r-W OR LESS
+52A -WO
3. 3.
4' c
2 (90TRTM)
'r-s" OR Las
+65-0 -72,0
2 1L. ' !
4' 3 1/2-
2 (BOTTOM)
r-f- OR LESS
+SS,* :;7�:,
7/2,
2 /-,- i
A MIA
W
2 (WMM)
'r-G* TO W-r
1".". _.".
I N/A 1 N/A
r
ALTUNNATE
LOCATION
AT ENO PAMEL
11, T �11 -WERICIN AANLL -DO PANEL
3, J2 APOR ;at 3-j 1
i
SPACRIS
NSTMJATION (AMMABLE TO SCHIEWILL 2
scgL. 3/Ir - I*
MAXIMUM A.S.D. DESIGN PRESSURE &ONG (Da.f.) AND CORRESPONDING
MAXIMUM PANEL LENGTH 00 SCIJIEDU
zm_ x 2 jNQW= MR LIFE SAFM MEEM MKI
1,
SYSTEM ON SHIM? 131
w *uT is MR Aw" I'm 4. mom no owguffew MITI um 011" mm
MINOR& Amp" woom as wommum ow c"am w "Wo ON THNI SMINUNAL no
Ca. Im IMAN m"m ON mma man mom W.Cm RT wk� SPACM
OPM Of IMMIX W 1W TWINING TACTOWIL FOR SO OPOMINOR TO K POSIKE
40011010) WAOIW WOO INNING FACTOR IRMU. NOT K LOS TIM MWMAI VARCING
owum "Ist DO" ANCHOR "m AT ANCHOR; LOODMIL
4110111111111 7w
114-0
Xw
i 1/41,
V.P �'w
I. IT
W. now WNW
a
3
3
3
.0m�
1t=dmtpw
3
a
3
4
ILL-4
3
3
+31/1
314
4
tmm ONLY PoR wpns 6 U
AS PER =06 I TIM 10. ON SIHEETIE 4. 3 A 61
MOM"
MAMAIM ANCHIM WAM FOR 3 I/r
ANUQW TO
SW. 'a
MAJIMUN AAW
PRESSAVE
Ulm
TO CONCRETE
TO
mw�
v 000"m
10
coo"
NLOCK
TO CONCIIIIII:
To CONCRETE
CONCIM
BLACK
TO
10
CONCRM
sum
MIT, COMINNANNIM
or IT"
uxm 'Ll m)
1.
WA
N/A.
N/A
1.
N/A
I-
I/A
o-
N/A
"/A
N/A
I (Top)
1.
e
WAI
WA
1.
r
r
r
N/A
NIA
I (BOTTOM)
6'
OT/A
*/A
M/A
S*
N/A
6'
N/A
5'
N/A
MIA
N/A
2 (top)
1.
N/A
N/A
NIA
1.
N/A
N/A
r
N/A
N/A
N/A
2 (BOTTOM)
tss.% -no
WA
N/A
NIA
$I
N/A
G�
"/A
1.
K/A
N/A
W/A
3 & 4 (TOP)
:.-r-S" TO W-r
OR LEN
4
N/A
W/A
1.
r
61
a
6
I'd
IN
a,
N/A
N/A
NIA
r
WA
G*
N/A
6'
MIA
WA
N/A
7 CtOP)
r
4"
NIAL
N/A
1.
N/A
M/A
4 k 7 (BOTTOM)
MIA
HIA
12 11r
61/4-
12 1/2-
1 0 1/4-
6 1/*'
6 1/4 -
61/4-
6 1/&-
NIA
N/A
5 (W/sorom)
+W.O. -5&3
N/A
N/A
12 1/2-
5 1/4'
12 i/2"
a t/4*
01/4-
6 1/4-
6 Ifiv
a 1/c
N/A
N/A
6 (FOIT/901TOM)
W-r 10 11-r
+55,0. -72.0
N/A
"/A
a I/*-
N/A
61/4-
N/h
61/4-
61/4-
111/4"
6 1/4-
MIA
N/A
5 frOP/sorTOM)_
/A
MIA
M/A
N/A
%/A
NIA
N/A
M/A
1, '/4.
6 1/4-
6 1/4'
6 1/4"
6. S. 10 CYOP)
+43A -48.0
N/A
N/A
N/A
R/A
N/A
MIA
r
r.
a 1/4-
a (BOTTOM)
OR LESS
an LEM
r
NW/A
E�
4'
R/A
N/A
W/A
NIA
N/A
M/A
r
1.
0 1/4-
a 1 1
9 (9=OM)
12'-4'
/A
N/A
t#/,k
I A/A
I N/A
I N/A
X/A
1/4'
6 1/4-
6 1/4'
6 1/4' 1
To (gorrom)
JOE IRU 106 11 AND 12 FOR ANCHOM TYK A SPACNW MR INSIMIATICIa INTO WOW FRAMNE WAVAM
NNW* OXWOR U%WVM J WARM fOK EXITANCt AN RIWAM ON TAS SCIMU FOR CA JONE
TOM 4101CARD ON SCIMAX OEMICIE ANCHOR SPACING W 600ftWO SPOZM SNOWW ON SOHIOW W
THE FOU00010 FACTOR& FOR THIS (INITIATION TO K MIMIRM MM "M OBW40 IMEW FACTOR
MVLL NOT K LEW I" WNW" VOCINO smom no E49M ANCHOR TYPE AT mom I Isomm
ANOM m
__1/4l�
WORN
--L __
1!5A
cr W-4W
110.
mv.
Ito.
It^
�Mk
-I& -
""Loa
Rm
cout-0
AMMM woem N
3
3
3
3
2'/j
s
3
3
$
3
31/2
3
3
3 its
3 1
4
3 1/*-
ab
1 -16
443
r
14,
3 i1j.
-
I -
'60
140
,#14-10 PAWIMATE RARE
I.
A00111 LEMM
(m "m
2%41 0000
REAURED
mm
1. INSTALLATIONS FOR ALTERNATIVIES OW. OW & 10W ONLY VALID FOR
WAKDOM WrTM AZ.D. DESIGN LOADS UP TO +43A -41LO p-sl AND
PANWS LENGTH UP TO 12 ' -4'
L FOR NEW WOOD FRAME CONSIRUCTNOW. WOOD MEMBERS TO BE SOUIMM
PINE NO� 2, W/ SPECIFIC OENSATY OF OM OR EQUAL
KIM FOR Commommm W__S�
TOP * BOTTOM MDLWMM CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION. I
cf)
-co
>
CD
0
ca.
o
2
call
cu
-0
0-
.
A)
cu
cu
cn
0
2
ca-
0
c
cu
c
0
=
cu
LL
"_
0
>
cn
W
E
a)
-6-0
2
C_
w
cu
-0
110-
. c
CU
_4__j
cn
0 -
<
w
mi
a
co
ca c_;T c"11
ft C=
C=
C:
w CD
E
vp
tj
"I
INSTALLATION DUAILS
im; scoEft 0 or O'c' W/
Sma-
FOR OPTION # 1 FOR UFE
IN EXISTING WOOD STRUCTURES
SAFETY STORM PANEL
SYSTEM
cn
%
2-
%
MIT"'
ALTERNATIVE I
ALTERNATIVE
Or.
I I
I/W
$a somom
am sum A
row
sulmu'ro"
To AA%
Cal-
-
Ear
OR
DID
WOOD PLATE
v -7
"CAI
co
8
ALTERMWE 3 ALTERNATIVE
ALTERNATIVE
WOOD MAME CONDMONS
& ANCHOR LOCATI
cu
:�4�20 POROAM ROMUE a OR
" a"
m
ftir
"It; No" mm an smm ION cLwv
WALL MOUNTING, INSTALLATION
is
T
Lu
ALI L10"
%
I :"
FLORIDA BUIUDING CODE (Wgh Woofty Nu cam Zonm)l
<
m
1 OF
-2*10 Imm INC.
20 GAGE I&VANIZED STEEL =ft ITMEL
rjk
comm w�
z
I- MITUUANONS ARE OILY WAA1 TO WLNICS r "M OESON LGAINT UP TO
+2111A _7210 PIT Am POWs too" Lop 1D _r'
rt it
Z' 11LIEcoluc.
MDUL RmcTm PRODucm, I.I.C.
o?/=/jm
CC11"aWOOD
/UM oN1W TO K
MNOO L% w snw
Cut. IT, 3m4
20
I ITT
010� 1000--lom
ow)m-7$w m-
-176
<
ok-owle
rat *4X
NEI
of a
SHEET NO.
SH 1
.1
IL ----------- Ll- I I I - _L
ANCHORS (SEE SECTIONS ON SHEETS 17, 15. 12
i3: MAX A07. "/17. WIL
I I MIN, vNI FAW/le a w/Sv
Dm.� 4 1 i
o 0 0 0
F sp
IN
A
T
L
+ i- _j
i V T --- �r -
_7
T
7
ML
WAGNER
3. MAX 7 17 W16 4@117. WAS. 3 MAY,
w/4=19 & $w/o fiGa OW/19 a NW/JD I: NAM.,
---------ANCHORS (SEE SECTIONS ON SHRn 17, 18. 19 &
OPTION #2 FOR WEE SAFETY STORM PANIELLI ELEVATION
SCALE 31ir-l- I/e MAL OF
SSW
Im" -1-%U WAM
�.oum wn"
PAM �wlo
SECTION A -A
SCALE 3/16--1-
siol:lTrors L "t,
MAXIMUM A.S.D.
DESIGN P ESSURE
VAx. PANEL LENGTH
L (ft.)
MINIMUM SEPARATION
PAWL -1
RATINGRIP.B.f.)
(SEE SECTIONS)
TO CLASS
c ONOITION
+55.0, -72.0
2 3/1'
UNBOLTED
MAX.
P94EL L04TH
a
INSTALLATION DETAILS FOR OPTION #2 FOR LIF SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRcrr OR CONCRETE BLOCK WRUCTURES
-v4* TAPCON ANCHORS _y4; TAPOOM ANCHORS 1/4"NIFOOM AN04M
; TAP0014 ANCHORS
O.C. O.C.
POU1113) :61=0clorm POURED CONCRETE
OR mg:NEM CONCRETE i
SILOCK REQUIRED BLOCK WEEK"a 1 BLOCK Kamm "00 wcww MEW i
/4" 1 1/4' 1/4'
I , iR
A.
alm I : 1 3 1 PA
AWL WAS
L
ow "I
QLAMS
4.
Ea* _0 E.OA _3
ED.*
=41S.S. M.S. W/
Ms. W/
r /B. NUT WASHER WM NUT WASHER
411 12 11;r OX. (WYCND)
Ill= 313r wm No 7 1/1. 04 1111
0 12 Ill* D.C, NUT **S"M owfm) TAPWN ANCHORS Il.V TAPCON
7 T;r "OR"
4
_�el. Mo.= 0 4 I1r O.C_
L -SawAm 1"m CONCRETE _Pllm -mumm CONCRETE
cwlg�
MDON OR CONCRETE BLOCK 0 .10=6 ON CONCRETE BLOCK
ROOLIMED REQUIRED REGUIRED REQUIRED
bMa" UWALLArION VAUAMH WALL MOIJIMNs UWAillAIM WALL Moulm !rl I ALTON
ZZ in
filk ffl"AIMM FINEIRAFETY PANIEL 0 Affff-PUANIEL 0 LormepANVIL
SCALE 3/8--l- SCALE 31ir-I . SCALE 3/8*.,* SCALE 31r-l'
$a 94W is a 20 FOR ANCHORS r4K & momm
pwam FOR O&TAO.Al" MD um WPM
w AWM
orm man&
kWMN AMOM WMM AND WOMAN
am Dmq*CE ARE poem= am rmn
sma" no EA LM It" NW.Mo ON FLORM INAILDIING CODE ORBIT Ifelocity tons Zons)l
owma rmu ANCHOR spona or
MULIKYWO WAMC SHOWN ON SOMILE MUL FA am "no 20 CAM GALVWW STEEL SHINN PANEL
of IMIL FOLLOWING FACMW Fail INS Dom Mr.
wmm TO K PONKL foucED
GLOBAL PROTECTHM PAM
WAM Como UM FROM INALL NOT PRODUCTS, LLC.
BE: ms THAN WOMAN SPADWO, "mmu W
MAL M 3=4
MR Cc" ANCHOR TYPE 04 " UNCKU wilo an&*. A ww
3 Neliik'� . I ..... - N.A: am lk "am- 064)M-ML "A (�)UN�m 20-176
r
I=A-_U P 3 i
_j h-AiL F091.1 -
INSTALLATION DETAILS
INM EXISTING
ANCHORS
FOR
OPTION #2 FOR UFE SAFETY STORM
CONCRETE OR CONCRETE BLOCK STRUCTURES
PANEL SYSTEM
POURED
414, UPOOK Amm"m
__r"IAPCON
04
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SETWON `Le AND 'L-*.
(.W) SEE SCHEDULE WON FOR hO. OMM LDWO FOR POROSITY QUALIFICATION
� ASFAUUTIOM$ INTO WOOD ARE LAM 10 If 95 P.Lfr VAX A.&O. DESIGIN PREBWK RATM
rar ASWAMM $1 to AT I I I= box. "a, OEM UYW of MAX PANEL umvm FOR
z
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INSTALLATION DETAILS FOR REGULAR PANEL Q
INTO WOOD STRUCTURES I.
7: 7-,* 1,T
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A. . Cof (sm SCHEDULE
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v MAI
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To GLASS. MLEAR47H PANEL LENGTH
SEE SCHEDULE PANEL (SIX SCHEDULE
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OF V
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LATE REQUITED
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ALTERNATIVE ZW (4) Oft OVAL WE a am
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WALL MOIUNVING (3) SCALE 1/0-1 W=Cmrmw
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ALTERINATWE 1W =r�-w W's 'a an zomor I, Z
WALE 3/111 (4) MRVAAWM MUS OLT MR E_. Seected .0 r.9 U. (70 Wff*Q OF To PORRA
ex�m WK
=0 1. 1 A, 3 PO AMR
11= FLORIDA BUILDING CODE (Non High Velocity Zone)
NOTE FOR COMBINJISION OF SEGBM: I . (ATSTALLATION ARE ONLY VALID FOR MAX. A.S.D. No. 44167 0� rA=Ck WG. 24 CAGE GALVANGTO STEEL STORM PANEL F.P,
PRESSURE RATING (p.s.f) AND PANEL LENGTHS mvm oft
DESIGN
TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
COMONED IN AW WAY TO SUIT ANY ALTERNATE 20r) STATE GIOBAII PROTECTION PRODUM Lm
WAR,
iNSTALLATION. mm I.M. 51 siou
7-1 A-Mv--mr-M n. M.
2. rOR NEW WOOD FRAME CONSTRUCTION: WOOD P-" (M)ND.-"W "o, 20-175
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC tll~lo 0%"M ft
DENSS" OF 0.55 OR ED"- n-1 m
woo Ar 4 A-Z
GENERAL NOTFS
(C) TO nm--- omffr a - ass mou
?N�IfteM Akg���
DMOCUMOENT (P,F-0) HAS BEEN VOWIFIED FOR COMPLIANCE IN ACCORDANCE 11C# TMICON MDO'M AS KV4WXlURM BY I.T.W GURDEX, iNC
WM THE 2020 (7111 EDITOR) Or THE FLORIDA SUIUDING CODE. INS =ft PANEL SHMJ Not BE INSIALLM AT HIGH 014-10 POMAVE FEMAX to AND PSM)MIC PLUS ANOaM AS MAkUFACTURED BY ELOD CONSTRUCTION PRODUCTS.
VELOCITY WUW--M ZONES (MVM-VADE / SOMM COUNTIES). I/i LAG SCREWS PER N.D.S.
DESIGN WOO Lot" 94AU BE OMW40 AS PER SECTOR INS OF THE AW& MENTIONED C40E. FOR A SAM W�W I/Wo . 51V 10000 PUSHING. AS 067PSUIM By ALL PONT SCREW. 90LI & SPECIALTY CO.
SPEED AS REQUIRED BY THE "GDCMN WHERE STORM PANEL OU BE INSTALLED. 00 FOR A DWCTOWM PACTOO
KD-0.65. USING ASCE 7-16 AND SMALL NO EXCEED THE UiXLVUM ",D.) DOM PRESSURE PAINM INDICATED ON SHEETS C 1) MMMLIM TieWEAM PERiTRATIo" "m OF TAICON AFICRORS SHALL WE 1 1/2' AND 2- MR ELCO PANEfMAFE PLUS
3. 9 YMMU I At 17. 10. AND PANELMALE FEMALE 10
IN ORDER To VEFW1Y THE ADM COMMON, LLYWFE DERGIN WIND LOADS WOU� PUT ASCE 7-14 SHALL BE FIRST
REDUCED To A.&D. DESIGN PRESSM RATING ITT MULTIPLYOOG THEM Of 0,6 IN OR!" TO COWAK THESE *1 MINIX, (AS V) C-2) MMMLIM THIREADED PDKWnM OF LAC SCRIM. INTO THE VQCO rFMME UNIT SHALL K 1 1/2' NO THIRFAM
DESIGN PRESSURE FATINOS INDICATED ON SHU'TS 3. 9 "M 12 At 17. 15 PENETRATION INFID STUCCO SHALL K CONSM04ED AS PART Of THE REOLMn THREADED PENETRATION
IN ORDER TO VERWIFY THAT ANCHORS ON THIS P,E.D� AS 11,51 FRORE HOT OVER SIRES=, A = INCREASE IN ALL OWAOLL
., FOR WIND LOAN WAS NGS USED IN THOR ANALYSIS FASTINEIRS SPACING TO WOOD HAS BEER WMM 04 CA) MOAN EDGE DW^4M OF LAC SMM INTO WOOD SHALL WE AS INOICATED IN 7415 DRQfi
ACCORDANCE WITH H.D.S. 2010.
STORM PANELS ADEQUACY FOR tWAM AND WIND RESISTANCE HAS MEN VERITIED IN ACCORDANCE WIN SECTION IWB.1-2 OF CA) MR4MUM PENIETRATION OF PUSHING SHAU. K 5/oi 1/4 ` 0-20 SCRE" USED SHAU. WE I qr LONG MOOMLIM
THE ABOVE VEW046D CODE AS PER AMERICAN TEST LAN OF SOUTH FLORIDA REFORTS #101114,01-01 AND 00212.02-09. AS SHOULD Sn=O Eki AND I' WANLU FOR WALLS WITW NO STLICOV.
PER SSTD 1 2-" of AM E 330-M STANDARDS, AND AMEMICAN TESTING LAB SOUTH FLOROAL REPORT #112301-10 AS PER
TAS-213 AND TAS-20 TOCOLS. NO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEVION V604 OF THE C15) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANIMS, STUCCID Olt WOOD WM BE FOUND ON THE Exisnoto
PRO
WALL. ANCHORS SHAUL BE LONG ENOUGH TO RE40CH ?HE MAIN STRUCTURE BEHIND SUCH PANELS
FLORMAI BUILDING CODE
ANCHORAGE SHAU, BE AS MEW&a IN C I). C 2) At C.4)
2. ALL ALUMINUM ETITRUSIONS; 10 HE W63-Ts AUjPY AND VEMPER (UNLESS OTHERITISE NOTED). BE 94M 2 (0) AN04M S4AU. WE nkWALLED f��K ALL OF THE RECOMMDC%nMS AND SPECIFICATIONS Of THE ANCHO"
3, A" AUUMINUM SMEET MET& USED AT CLOSUPES SHALL HAW 31051 ALLOY a PANELS MAY AILSP BE INSTALLED HORIZONTALLY FOLLOWING 049FAIATION 09AS SHOVINI 04 SECTION I TWM*4 5 (SHEETS 4
4 ALL SIM S4W METAL PANELS 94AU HANIE STRLXTUft QUALITY STEQ_ ASIM A-653 GRACE 30 MINIMUM. C-80 CALVAMZED THROUGH 5) EXCEPT THAT HEFOI AT (b SHAU. NOT K USED.
STEEL DESIGNATOR W/rf- 922 " WIER ROLLED). 9. ff SHALL K THE RESPCNPBLnY OF THE CONTPACTOR To vait" THE SOUNONCSS OF THE StRUCYLI FAWERE penTER IS To K
5� 91 SCRE" To BE STAINLESS STEEL 304 OR 316 AWS SERIES OR COMM" RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO OMM PROPER ANCHORAOL THIS SHUTTER SHALL ONLY K ATTACHED To CONCRETE BLOCK OR WOOD RW
DUKDNM
50016 W/ 50 ki YIELD STRENGTH AND SO w tENSFLE SIREFON AND SHAU. COMPLY W/ FLORIDA OWLDOIG CODE SECTOR
2411-13A to EACH TWESULM S"m Pi wrrm L04UK OYER goi As PER SECTORS 1, 2. 4, 5. a Am Njumi III, 3w & He ON
SHEETS 4. !L 6 A 7 RESPECTIVELY, StALL HAK A LOSS AND READILY VISINLE MARKING INSTRUCTING OONX OR TENAIRT TO
5 9DILTS TO 91 ASTIM A-J07 GALVNQED STEEL. OFF AISI J-04 SERIES SIAMILESS STEEL FIFTH 36 ko, WO" YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PLUM OF HURRICANE *W"
7 ANCHORTS to WALL SHALL 51 AS FOUdWi it. THE OWAU.ATION CONTRACTOR IS to SEAL/OWAX ALL SHUTTER COMPONENT EDGES WHICH MOM IN CONTINUOUS CONTACT WITH
THE KUM TO PROW MO/ON WWJWM.
(A) MEXWNG PQURM
i/elt TAPCON a.0%yMANUFACTURED BY IJ.k BUILOEX. W (Milt V-3192 P.�) 12. STORM PANEL WSTAUATION 94ALL COMPLY WN SPECS 9401CATED IN THIS OPAMOG PLUS ANY BUILDING 00 ZOWZ RE"ATIONIS
Ile 0 . 7/8' CALK-ot ANDMORS, AS MAN%JFAWCTURrD BY CEWALI WC: PROMED BY THE JURISDICTION *NEW PERMIT IS APITUED TO
1/4's It 3/4' SOLIO-SET ANCHORS, AS 06716BUFO BY ALL POW SCREW, DOLT It SPECIALTY 00 'WT IF
(L. 1., 13 (a) THIS PRODUCT CIALIM1101111 DOCIUMEI -E-D-) PREPARED Of THIS ENGINEER IS GENERIC AMC ODES ACT PROVID1 114folamnom
-3000 pA.I.)
614-10 PN*LMATE FEMALE 0 & PANDJOn PILUS ANCHORS, AS MANUFACIURED BY ELOO CONSTRUCTION PIMUCTs-FOR A SITE SPECIFIC P40i I-s. WHERE THE SITE CONDITIONS VIEVATE FROM THE P.ILD
1/4`0 ZAMAC K41UN A"CHORS, AS MANUFACTURED ft DE*ALI. IFIC- (0) CONTRACTOR To BE W906WE FOR THE SELECTION PURCHASE AND INSTALLATIM OICLWW LATE SAFIETY Or THIS PRODUCT
A 1) UWRAUM EMBOMEW OF IMPOCIN ANCHORS Ili POINTED CONCRETE SHAUL BE 1 3/4'. 2' FOR 0.00 FAINELMATE AND BASED ON THIS P-E 0. PROMED HIE/SHE DOES Not W111i FROM THE CONDITIONS DETAILED ON 04M DOCUMENT
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPICINSIBUTT
1 3/4- FOR ZAAW NAILIN ANCIRCIRS.
(c) TFQS PRODUCT EVAAi4WW ODMAVit WILL BE CONSIDERED W^M IF MODIFIED
A.2) CA-K-111 At SOUD-SEI ANICHORS SHALL WE EMBEDDED 71ir N410 THE POURED CONCRETE. NO EMKOMEW INTO
STUCICO SHALL BE PENUfftO. Ile 4-20 SCREWS USED SHALL BE 1 1/2' LONG &SNWJM SHOULD 5111,0000 EM, (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AWATECT M41CH WALL BECOME THE
WALL ff RE
AND 1* WNOAM FOR WALLS %" NO STVOC(1� AND WAY BE HEADED SOW" OR ALL THREADED SCREW* VI/O HEAD, DOGWA:ER OF RECORD �E 0 P-=;E SPONSIM FOR THE
ED or=.M
BUT WITH WAIC win PROM USE OF THE AS A DELEGATED ENGINEER TO THE
RED ENGINEER, 901.1 "ANY To THIS LATTER THE SITE SPECIFIC OMMOGS FUR REWV.
ALS) IN CASE THAT PIRECAST SIONE. PRECAST CONCRETE PAW.S. PAVERS, STUCCO OR *001) BOARDS BE FOUND ON IKE
C13SPli WALL 04 FLOOK 4004M SHALL, BE LONIS ENOUGH TO REACK THE MAIN STRUCFM SEHINO SUCH PANELS I.) INS P.E.O' SAALL " THE DATE AND OINGINAJ. SM PM 59"TURE OF THE PRWESSIONAL
ANCOOKA" WALL OE AS MENTIONED IN ALI) AND IN AL2), ENGINEER Oi WLVW THAT PREPARED ft
14. SHU?i ~ACTuFWS U18111 SHALL K LOWED ON A RE40LY YMU LOCATION AT STORM
PANEL SHUITTIER IN ACCORDANCE WIN SECTION 1709.9.2 Or FLORIDA BUILDING CODE. ONE UGR
Ile : IAPCON ANCHORS AS MANUFACTURED UY I T IN BIALOEX. Me. SMALL BE PLACED FOR EVERY OPENING LOMM TO COMPLY WITH SECTION 1701.3 V TOE
I le . 7/5* CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT. INC. FLORIDA &JILDING CODE.
1/4-0 W 3/4- SOLO -SET ANOWORS. AS OISTRISLITED BY ALL POINT SCREW. DOLT a SPECIALTY CO
#14- K PANELMATE FEMALE 0 AND PO)dIAATE PLUS ANCHORS. AS M~ACTURED BY CLOD CON
a
- I/e 0 &MAC Ni ANOi AS MANUFACTURIED BY DEWALT, INC
9.1) WIMMUM OMOMENT OF TAPCON ANCHORS. ELCO P94n.MATES AND ZAA" MUM AlecHom -0 THE 6CEN FLORIDA BUILDING CODE (Ilon High Velocity canto Zone)
MA 0 Woolly
BLOCK UNIT SMALL BE 1 Ile
9.2) Cliki At SOUD-SET ANCHORS SKAU. BE EMBEDDED 7/6* INTO THE CONCRETE SU0011 UNIT. NO Cbmie" %,44 7 24 SAM GALVAMM STM STORM! PANEL
STUCCD SmAU. SE PERMITTED. Ile w-20 SCREVIS USED Shi WE 1 1/2- LONG MINNA"JM SHO" low Ow.
Al") 1* ummm MR WALLS WITH! No STUCCOL STATE ILIECOmmic LOBAL PROTECTION PRODUCTS, I.L.C. TAM.
fl-
AM &A 11 S"W
0.3) 04 CASE THAI PRECAST STONE_ OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE "ZORI AWAL A. 3"1.
20-175
EXISTING WALL ANCHORS SHALL SE LOAD ENOUGH TO REACH THE MAIN SMTAMURE BEHIND SUICH ....... A -owl W)NO-rmc m Oe-)"D-&nr
AW-40FAM SHALUL K AS MENTIONED IN 8,1) AND IN 10.2) DROM ft:
I
V 1-11 imm 4 or is
F`m9
INSTALLATION DETAILS FOR REGULAR PANIEL In
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
POUM CONCRETE
CONCRETE BLOCK
COkvtm A14CHM CONCRETE mxmm
(SEE ScmEDuLE ON---, (SEE . Owl
SHMS 9 THROUGH 10) SHEETS I THROVOM 10) Comm FOUM
-4) -4) CONCRETE OR
I COMM SLOW.
REQUIRED
/4 Ilr to
MAX.
I It
E
LP I It SH" 0 IMROL"IGm I
-q)
4/ow-few i/e.-Immor
ve
SEPARATION +..L
to MASS TO GLASS6
4(SEE
EXISTING (SEE SCHOLUE V Mat. SCHED"
ON SWEET 3)
ON SHEET S) f PAmCL LIENGTH
(W SCHEDULE LENGTH
ON SHEET 3) PANL M-
PANEL LENGTH
CONCRETE ANCHORS L (SEE SCHIEDULIC (SEE SCHEDULE
(SEE SCHEDULE ON _� I ON BMW 3) OR SHEET 3)
SHEETS 9 TZ M 1;
�x
or
MAX. I SON
I OF v
_V Vf*� 1
0 �l TAX
ED.
A-A&
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(SEE SCHORKE OR (SEE semocuut ON
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SEE SCHEDULE ON TOP AT BOTTOM MOUNTINGS CAN BE 4m 111.10. A
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or THM
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ENGINEERING
Emomemmu ExpRessO
PIRIODUCT EVALUATIOV4 Rrpowr
September 15. 2020
Application Number. 17069.1 - R2
FX pmJW Number, 20.31543
Product Mainubollower. AN American Shuttomond Glase
MismulticturerAdOrew 11540 Donn Road
West Palm Beach, FL 33M
Product Name A, Descollodow 24ge Galvanized Steel Storm Panels
Large Mkok Impact Resistant
scqm of Eviftwon:
This Product Evalwalon Replutis tm% losSUNNI In accordance with the niquiremseft of #is Florida
Dep"mrd of Bwairsess and PmfesWw* Regulator (Florlda Building CommissioM Role Chapter
61 GM3,005. FAC-, IbIr sholowlide acceptance per Malhod 1(d). 'rho product noted above has been
hisleid andfor evaluated a sumornarlad herain to show comPlance with lbe Florlds SURIfirg Code
Seventh Edbm WM and Is. far ft purpose Wanded, at long Equivalent to that required by the Code.
Re-evalualio" of oft product shall be romArsid following perlimant Florlde SuNdIng Code nvMcWm or
.i.,
Subsontledng DM:
EX alrawing 42041543 #Bad -24ge Galvanized Steel Stims, Panels (WHZ & Nari4f,01LIZ)% sheats 1-5,
prepated bw Eroneering Express, sWood & sealed bv Frank Semoardo, PE. to an witalgral pod of Oft
Evelludicri Report
- 17mrs"M
Lindwin stsbc structural peftionarics has been tested in scoordartes ofth TAB Z12 Unit standards pat test
report(s) SET-ASO-W-001 by Blackwator Testing, Inc.
Law missile Impact reslishm" Bad cycle loading parkinnownes two been haded In accordance wrth TAB
201 and TAB 203 test standards par test report(s) SOT-ASG-17-001 by SWimallar Testing. Inc.
. STRUCTIANAL VAINJEEIRING CALCULATIONS
Structural arickwaft calculortim have been prepared ~ evallaw the product based on
compstathe andlror rallonal waltrah to quallk go bNoWing deskgn crIfteds:
1� MMIWAJM ADOW" SPAS
Z Minursim; Allow" Spam
3. Mkilmum GJwm Sapandkin
4. Anchor Specing
160 SW 12"' AVENUE SUITE 106, DIERIMILD BEACH; FLORIDA 33442
(954) 354-0660 1 (066) 396-999
TEAM 0ENGINEtitiNGExpitiss.com
ENGINEIRI NG EXPRESS, COM
I* LAST PAME10 TO K INSTALLED AT EACH OPEN94C SHALA. ALWAYS BE
PROVIDED W/ REAR MANDLE To MUTATE INSTALLATION W INTENDED
70 BE INSTALLED FROM INSIDE OF STRUCTURE
NOUS ,
HE20DO: E-Z HANG STORM PANEL SYSTEM
Cwd� TRACKS TOP Ar WrTOW
(2). END PME) S
M of FIE CONNECTED TO BOTrOM TRACK
mm SHALL BE PROVIDW AT TOP OF SUCH
PANELS,
(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
SMALL CONSIST OF 1/4s-20.3/4" WS. W/ 7/8'0.3/32* WING
NUT OR L94
A;%/;4 W-, THUMBSCREW INTO TAPPED 9OrrOM
TRACK, FASIrEIVERS MAY BE AT MER OF TWO
EXTERIOR FIAT ILANGICS OF END PANEL.
(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
TRACK (i.e. A S70P BAR 15 ONLY USED AT TOP) AT LEAST TWO
PANELS SHAU. BE CONNNICTED TO BOTTOM TRACK USING SPECS
INDICATED ON NOTE %MASM IN SUCH CASE, C43NWCMN OF
PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION.
t INSTALLATIONS ONLY WiU0 FOR WIND
SPEED UP TO 170 -Ph, I
ENGINEERING
Page 2 of 2
All American Shumn and Gass - 24ga Galvanized Sted Stom Panels
No 33% increase In allowable smins has been used In it* design of thl; product.
Separation ham glazing Is am required for R*MPefions oulaide of wind wive 4 and asomfiall %dftfw,
Impad ftsistance..
Large Impact Resistance has been demonstraled as eviderwed In previously Rated Bost repom(lir). and Is
accounted for In the won"" design of this product.
HNnd Load fiagstance
Thos product has boom dinsOW to resist Mind loods as Indilated in ft spun sdwduto(s) an the
respeolve Product Evaluation Docurnent P.s. angkoseft drawing),
107SIDIAWon
This pro" shall be installed in strict complance with ft respectlys, Product Evaluation Document 0.6,
worwaft dravolng), along with all components noted thersin.
Product components shall be of Bill material spacified in MA pmdUcft respective Product lEvalusban
Docurrient (I.Io. angirusering drawing).
Umftdons & ConcIfflons of Use:
Use of 00 product shall be In 9W accordance with the respockvil Product Evaluation Document (Le-
w4nearing drawft) as rioted heren,
All supporting hold structures sW be desilgood to road all superimposed loaft and " be of a material
POW in this produc;Vs respective anchor ad uls� Host shwitne conditions whibh are tot accounted for
in This product"s respective anchor schedule shall be designed for on a &%&4pedk bw* by a rewstereoll
Pd"sl0" wo--
AN components w" am pwffmrw* Installowl shall be pralectsol spirist owroaloin. emomnftm. arid
DOW such demsp at all Ornes.
Tha product has been des0wed for me w" and a"a the High VelocRi, Hurrkwus Zone RM4Z).
Respeamly.
'M
CL 71t_,0:01
Frank gorinardo, PE
ENMEEPJNGOMEft*
060046549 1 Car(. Auth. 9985
160 SW 121- AvsN us SUITE 106, DstitiqEl,o BiAcm, FLoRtoA 33442
(954) 354-0660 1 (966) 396-9999
TEAM (hEmGtw*tAiNrExPAess, core
EnrlilitaxINGEXPRESs.com
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INSTALLAIJON DETAILS F_QR
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SERIES 2000 E-Z MANG
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908M PANEL
STRUCIURES
TAPOON
1 0oworm BLOCK
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SCALE 3/8-1*
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LIN&M Fz1w
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FLORIDA OLOMWO CODE (Won Mah ValacIty lifur
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'AMM m
24 "M GILVANIZED STEEL STORM PAKL
one
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1. INSTALLATION ARE ONLY VAUD MAX. A.M DESIGN
PRESSURE RATING +/- 40.0 p,sJ, AND B'O* VM
STAM 0
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111.119CO-4 GLOUL MTECMN PRO(Hims, U.C.
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PANEI. LEN GTH.
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
KNOO
III
ON S.W. b sow
MEMBERS M SE SOUTHERN PINE No 2, W1 SPECIFIC
20-175
DENSITY Of 0.55 OR EQUAL,
n1i AAA` i
woo A
am's N's
ALL AMERICAN SHUTTERS AND GLASS
,249a GALVANIZED STEEL STORM PANELS tHVHZ & NON-HVHZ)
F
BOTTOM
CUNT
L
N 7Tft
AS-RWO)
----a ON
0 ILOCA ION MAfVAAYI
BOTTOM MOUNT (w
TYPE As 03
PANELS MAY HE NW04M AS REWIRED.
ON --'D
BOLTS M ASHERED
=z=a-1%iA5z
WMNJTS FASJENED 0
41IAMA=TA16'r')E
O'MW
VERTICAL MOUNT
ELEVATION
0 -"\ t tNOTCHED PANELS)
2
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE,
244AUGIPPAl
MINIMUM STORM PANEL SEPARAT
IHVHIL WIND ZONE 4
ESSEWIM FACI ITIESI
OESIGN
"159UPF
INSTALLAI-IONSCAFATER I
I PAN It.Ri'l
THAN 3w Awn am"
MAN go' ~ GAW I
--tt _3S
2.161"
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1 Sqs%
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I 3641'n
4121
I
613k,
SPAN, SCHEDULE tS ACCEPTABLE FOR USE WITH
sclutwE WM LESS THAN OR EQUAL To
NEGATIVE
CON;UNCrION WITH ALL MOUNTING EXTRUSIONS
(-F`-TRAM SIUDDEID ANGLE, CTCJ, USE fi1T
OiC ' PARBIL FASTENER SPACING TABLE VALUES FOR
A" -M'- AND -WAICADERS (INICUU01103 BUILD OUT
CONDITIONRI.
A. UNEMINTOPWTMWMUNLOADSIS
ACCliPTARL OTHERWISE USE NEXT NIGHER LOMX
I. ENTER SPAN SCHWAS Wrt" POSITIVE DESIGN LOAD TO O"e"PuNe
14INIMUM ALLOWABLE SEPIOUITION FROM THE OPENING TO BE PROTECTED
2- SCHEDULE 15 "WIRED MR USE WITH POSITIVE LOADS ONLY.
INTERPOLATION BETWEEN LOADS IS ACCUTABLE, OTHER40IFISE USE NEXT HIGHER
LOAD.
3. MR INSTALIATIO105 OUTSIDE OF THE KVHZ AND OUTSIDE OF ESSIMAC
Murnes IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
=rS==ZMr-!O MINIMUM SEPARATION FROM THE
MAXIMUM ALLOWABLE
DESIGN PRESSURES-
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