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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
RA or R/A or R.A.
Return Air
ABV or Abv.
Above
FLR or Fir.
Floor
RAD or Rad.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAG or Rag,
Return Air Grill
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
REC or Rec.
Recessed
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
RECEPT
Receptacle
AHU or AH.U.
Air Handler Unit
FIR DR
French Door
REF or Ref.
Refrigerator
ALT or ALT.
Aiternate
FIRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REQD or Req'd.
Required
BF
Bifold Door
FTG or Fig.
Footing
RM or Rm.
Room
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RND or Rnd.
Round
BLK or BLK.
Block
GALV or GaIv.
Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G.C.
General Contractor
IRS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GF1 or G.171
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SID.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRGorBRG.
Bearing
1-113
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HDR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir,
Circle
HGT or Hgt.
Height
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS,
Specifications
CLG or CIg.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SQ FT or SIF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SO or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KNVALL or K/Wall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
T13
Towel Bar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
TH IKN or Thik'n.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL
Lintel Length
TOM or T. 0. M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T. 0. P.
Top of Plate
DBL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TR
Towel Ring
DEC or Dec.
Decorative
MC
Medicine Cabinet
TRANS WDW or Trans.
Transom Window
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
UC or u.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min
Minimum
UCL
Under Cabinet Lighting
DIST or Dist.
Distance
MIR or Mir.
Mirror
UNO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
V or v.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V13
Vanity Base
DTL
Detail
MWor MICRO or Micro.
Microwave
VERT or Vert.
Vertical
DV or D.V.
Dryer Vent
NTS or N.T.S,
Not to Scale
VL or V. L.
Versalam
DVP or D.V,P.
Diverter Valve (plumbing)
OE or 0. E.
Owner's Entry
VTR or VTE
Vent through Roof / Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W/ or wl
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
FED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WDW HDR or VVDW. HDR,
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallarn
WH or W.H.
Water Heater
EXT or Ext,
Exterior
PLF
Pounds per linear foot
WIC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WM or W. M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WP
Water Proof(ing)
FF13
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
VWVF
Welded Wire Fabric (Mesh)
FIN
Finished
PW or P.W.
Pre -wire
FIN FLR or FF or Fin. Fir. Finished Floor
PWDR or Pwd.
PowderRoom
REV. 06.23.22
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
08-20-15 1.0
NEW BASE PLAN
01-04-18 2.0
2017
FBC UPDATES
01-31-18 3.0
A-ELEV BEAMS ILO LINTELSAT ENTRY.
02-27-20 4.0
RELOCATE ATTIC ACCESS
12-19-20 5.0
FBC
2020 CODE UPDATE
11-29-21
6.0
ADDED
ELEV KLM PER C.M.
UA
Im JE r4j P4 Jk 11 Sm
3085 Al 1 KLM
INDEX OF DRAWINGS
I SHEET DESCRIPTION I
SHEET
No.
CS COVER SHEET
1.1 FIRST FLOOR PLAN
1.2 SECOND FLOOR PLAN
2 INTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM DETAILS
4.1 FIRST FLOOR ELECTRICAL PLAN
4.2 SECOND FLOOR ELECTRICAL PLAN
5 ROOF PLAN
6 FOUNDATION PLAN
7.1 FLOOR/ROOF FRAMING PLAN
7.2 ROOF FRAMING PLAN
8 LINTEL PLAN
SN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
S6 DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
D1 DETAILS & SECTIONS
D2 DETAILS & SECTIONS
WID WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALINUMBERS
PA1.1 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVALNUMBERS
PA1.3 PRODUCTAPPROVAL NUMBERS
PA1.4 PRODUCTAPPROVALINUMBERS
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, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance,
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To the best of 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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EGRESS
5-SH 16" DEEP
111110111111
25-SH VERIFY METER H.B. T-0"
)TYP @ 2 STORY \4) LOCATION WITH
BUILDER
16-13"
164" 31'-8"
HEADER SCHEDULE
MARK HEADER SIZE REMARKS
<@>(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2) - 2X1 0 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
<H6> (2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
FAO
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.
�,e) - 1 5/4 A Io
R302.5.3 Other Penetrations
�7
LVL 2.OE Fb=2950
�
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
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
RAG
(2) - 2X4 #2 SYP W/ 1/2"
FLITCH PLATE
Follow Q/S4. See Plan for
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
garage walls that are perpendicular to the adjacent dwelling unit
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
wall:
REQUIRED STUDS
o From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
e From Habitable Rooms Above Garage - Not Less than 5/8"
WINDOW SCHEDULE
Type-X Gyp. Bd. or equivalent.
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
0 Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Ed. or equivalent.
9 Garages Located Less Than 3 Feet From Dwelling On The
12
20 X 26
18JX25i
S. H.
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
o, e in enor si e e nor wa s a ar wi I I
1.5
20 X 38 g
18 J X 37 1
ri.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
14
20 X 50J
181x 50
S.H.
15
20 X 63
1817 X 62 7'
S.H.
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
16
20 X 72
18 J X 714
S.H.
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (1102
11-12
27 1/4 X 26
26 X 25 -21
S.H.
11-13
27 114 X 38
26 x 37
S.H.
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
11-14
27 J X 50
26 x 50
S.H.
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.
11-15
27JX63
26 X 62 1/2
S.H.
1116
274X 72
26 X 71 112
S.H.
Chapter 45 Private Swimming Pools
37JX26
36 X 25 1/2
H.
Outdoor swimming pools shall be prov ed with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
23
37JX38i
36 4 X 37 3/4
S.H.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
24
37JX50i
364X 50
S.H.
25
37JX63
36 4 X 62 1/2
S.H.
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
26
37 ;41 X 72
36 J X 71 1/2
SH
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 X 25
S.H.
33
54 X 38
52 X 37
S.H.
34
54 X 50
52 1 X 50
S.H.
35
54 X 63
52 4 X 62 4
S.H.
36
54 X 72
52JX714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
FIRST FLOOR PLAN - ELEV-B1
SCALE: Y4"=1'-0"
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above f1r. per FBCR G2408.2, Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
+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 SIN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 1113111
FIRST FLOOR LIVING AREA 1324 �
SECOND FLOOR LIVING AREA 1762 1
LIVING TOTAL 3086 1
GARAGE 496
ENTRY 30
TOTAILAREA 3612 1
PATIO 24 1
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
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To the best of the Engineer's knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions
of the drawing pages bearing
Engineer's
signature and seal.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 314" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W1 112"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 JX 25 4
S. H.
13
20 X 381
184X37i
S.H.
14
20 X 501
18 17 X 50
S. H.
15
20 X 63
18JX624
S.H.
16
20 X 72
18 4 X 714
S.H.
1112
27 1/4 X 26
26 X 25
S.H.
11-13
27 1/4 X 38 J
26 x 37 1
S.H.
11-14
27 J X 50 J
26 x 50
S.H.
1115
271 X 63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 12 X 25 1/2
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37 J X 50 J
36 4 X 50
S.H.
25
37 J X 63
364X62 1/2
S.H.
26
37JX72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52JX37i
S.H.
34
54 X 50 J
52 7'X 50
S.H.
35
54 X 63
52JX62'
S.H.
36
54 X 72
52 J X 71 J
S.H.
39X59
40 X 59
N/A
SH
DOUBLE 39X59
79 X 59
N/A
S.H.
SECOND FLOOR PLAN - ELEV-Bl.
SCALE: Y4"=1'-O"
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic , crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. 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
(K)
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
MPHJ
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
1111111111177M MASONRY HGT. @ 8'-8" A.F.F.
TYP. 2x FRAME WALL
LL�L��� BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 1113111
FIRST FLOOR LIVING AREA
1324
SECOND FLOOR LIVING AREA
1762
LIVING TOTAL
3086
GARAGE
496
ENTRY
30
TOTALAREA
3612
PATIO
24
INSULATION REQ.
LOCATION
R-VALUIE / 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
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
�R-11/R-13 KRAFT FACED
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
d rawings comply with the 2020
Florida Building Code -
Residential
7th Edition, Engineer's signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineer's
signature and sea].
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INTERIOR ELEVATIONS I
SCALE: 1/2"=V-0"
STAIR C ki-CLITIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 9/16"
10" TREADS w/ 1" 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.
Winders:
VVinder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding Y2 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
;o above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
00 terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be 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 112-inch gypsum board.
STAIR SECTION
SCALE: 1/2"=V-0"
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plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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12 SHINGLE OR TILE ROOF PER
5 COMMUNITY SPECS - INSTALLED
PER MANUFACTURERS
SPECIFICATIONS
FRONT ELEVATION — 131
SCALE: 1/4"=V-0"
RIGHT ELEVATION — B1.
SCALE: 1/4"=1'-0"
EXTERIOR
PLASTER
ON FRAME
ILE ROOF PER
PECS - INSTALLED
�TURERS
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
C926 and ASTM C1 063, or A TM 1787 and t e provis ons o
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long,
16 gage staples, spaced in accordance with ASTM C1063 or
C1787, or as otherwise approved. (Refer to sheet SNI for the
engineered method for Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with I" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontal
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703. I.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, orASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1 /2" long,
16 gage staples, spaced in accordance with ASTM C1063 or
C1787, oras otherwise approved. (Referto sheet SNI forthe
engineered method for Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (314"-V crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min, @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1063 & ASTM C1861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703. I.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
Self -adhere mem ranes use as as ng s a comp y w
AAMA 711. All exterior fenestration products shall be sealed at
proper joint expansion an contraction, ASTM C1281, AA A812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations,
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in 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/L1L 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 GFC1 protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
K W.
WEATHERPROOF DUPLEX OUTLET
1 42�
F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
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220 VOLT OUTLET
$
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6.
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RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�—o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
C%
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
kEg
PUSH BUTTON SWITCH (OPTIONAL)
1-0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
NT
TELEVISION (OPTIONAL)
NT 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
h—
PM
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
/77%
OPT. CEILING FAN
(9�)
(1) PHONE LINE, (1) DATA PORT
150A/200A INDOOR
PANEL CENTER
10 #14 to lights & outlets
NEMA 1 10 #12 to appliances and GF1
1 50 AMP/
200 AMP 10 #10 to WH
10 #8 to Range
10 #6 to HVAC
METER T
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n 200=4/0 in 2" Conduit
200 amp
150 amp
Disconnect
UNDERGROUND_j
SERVICE BY POWER CO.
INTERSYSTEM 4 Bare Cu Ground
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BONDING #4 GROUNDING WIRE
TERMINATION PER WITH CODE APPROVI
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
M
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DISC.
WID
GFI ROUGH -IN FOR
OPT CLG.FAN/
FAMILY RM LIGHT PRE -WIRE
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VERIFY METER
LOCATION WITH
BUILDER
GFI @ 44" A.F.F.
IRRIGATION
15-10"
H.B.
Vf Rill -
PLUMBING RISER_
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
FIRST FLOOR ELECTRICAL PLAN — ELEV—Bl_
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drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineer's signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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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
10
#14 to lights & outlets
NEMA 1
10
#12 to appliances and GFf
1 50 AMP/
200AMP
10
#10 to WH
10
#8 to Range
10
#6 to HVAC
METER
F
MAIN
0
'-150=210
200=4/0
in 2" Conduit
200 amp
150 amp
UNDERGROUND
a
Disconnect
SERVICE BY POWER CO..
_In
4 Bare Cu Ground
INTERSYSTEM
BONDING
#4 GROUNDING WIRE
TERMINATION PER
J�3
WITH CODE APPROVED
NEC 17, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted,
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
CODES AND THE LOCAL POWER/UTILITY COMPANY.
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 R3114.1 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
corner counters.
I ELECTRICAL KEY I
14::)
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DUPLEX CONVENIENCE OUTLET
Fff:
DUPLEX OUTLET ABOVE COUNTER
P.
WEATHERPROOF DUPLEX OUTLET
K)G:. F. 1.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I /--\
piiiF
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
I_0
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)
Fr1_U1
[1,H I
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)
NT 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
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
SECOND FLOOR ELECTRICAL PLAN - ELEV-131
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Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and seal.
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ATTIC VENTILATION CALCULATIONS - 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.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN, of
of vented
IN. of
of
ventilation to
SQ, IN. of
SQ. IN of
Ventilators
ventilation
soffit
ventilation
vented
be provided
Ventilation
Ventilation
(See Elev)
required
needed
required
soffit
by upper
needed
ventilators
Main
0
0
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30
29
4
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—NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
M — — — � — — — � � � � — — — — — — — — — — — — — � — — — — — — — — — — — — — — — —
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0 ATTIC SPACE
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si-
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space, The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -AIR (Shingle Roo� - 9 SO. IN. OF NET FREE AREA / FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
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drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. 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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FOUNDATION PLAN — ELEV-131
SCALE: Y4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "IF" 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 I
VVVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
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#5 X 25" X 25" CORNER
�,O
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
S
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**Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
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Residential
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the structural
engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
R SH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
VIND SPEED (ULTIMA 0 MPH
1'0:4
VIND SPEED (ALLOW2EL)E) 108 MPH
XPOSURE CATEGORY C
=rl WIND PRESSURE AND SUCTION l
WIND AREA
VALUE DENOTES PRESSURE
HIP ROOF >20 TO 45 DEG.
a=4ft [4:12]-[12:12]
(SQ FEET)
VALUE DENOTES SUCTION
AREA
ROOF
1
2e
2n
_2r
3
1 3,-
1 3,
HIP
-35.94
-49.57
-49.57
-49.57
10
GABLE
-38.22
-38.22
-60.99
-60.99
_60.99
r v
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
011
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
1
ROOF SHEATHING:
10
SHINGLE: Y16" EXP. 1 1?%) or 1V32" EXP. 103/16)
(2)
!LE� 1V32" EXP. 102/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
IS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED
2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS
WITH ASTM F1 667 RSRS-03 1 Od (2Y
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
W1 BLOCKING PER NAILING SCHEDULE.
11
31
UPLIFT CONNECTION CROSS-REFERENCE
SIMPSON STRONG TIE USP MANUFACTURING, INC.
PADA('ITV [ADAl I
0
CONNECTOR
SYP
SPF
FASTENERS
A
META12
1427
9 - 10d x 1 177--
A (2)
(2)META12
1875
1795
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
D
H3
400
320
8 - 8d
E
META20
1450
7 - 1 Old x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
HTT5
HD3B
VGT R/L
VGT - F
LUS26
HUS26
HUS28
MTS12
VGT-M
LGT3
WOOD SCREWS AND (2)
1/2" x 5" TITEN HID ACHOR
BOLTS
4350
3740
5/8" ANCH. / (26) 1 0dx1 -1 /2"
3130
3050
5/8" DIA. BOLTS
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
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
1165/1060
10051915
8 - 1 Od x 3"
1320/3235
1335/2820
20 - 16d x 3 1/2"
1760/4095
1720/3125
30 - 16d x 3 1/2"
990
860
14 - 1 Old x 1 112"
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET wl 12" MIN.
EMBEDMENT.
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
CONNECTOR SYP SPF FASTENERS
HTA20 1870 1585 10 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
RT7A
585
515
10 - 8d x 1 1/2"
RT3
345
305
8 - 8d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 112"
HTTA20
2375
11 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Old x 1 1/2% 8-1 Old
RFUS
7100
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
HTT5 1 5795 5/8" ANCH. /(26) 1 Od x1 -1/2
TDX2-TZ 1 3295 2 - 5/8" DIA. BOLTS
JUS26
1000/1080--
---
1 8 - 10d
HUS26
2035/3400
---
(20)16d x 3-1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2.1
MTW12
1195
1005
14-1 Od x 1-1 /2"
U MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT1 5 1 4175 1 122-10dx(1)5/8"ATRw/12"
EMBED w/ SIMPSON 'SET" EMBED w/ USP CIA-7000C
EPDXY EPDXY
LGT2 14060-M3770-FI3500-M3240-F
LUGT2 131 00-M 4520-F 131 00-M 3800-F
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4" x 3" VVEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Old x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010 1
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
1 590 1
555 1
12-1 Old x 1 1/2"
HHCP2 1
680
570
1 l Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L 1480 Wl 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(A)
OR 2 PLY
ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES l 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT l
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
(B)
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1OR2PLYCARRIER— —(A)—
INTERSECTIONS SPLICING I lw/2xGONTLEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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.
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR/ROOF FRAMING PLAN - ELEV-Bl
SCALE: )/4"=V-101"
CU
In CL
110
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To the best of the Engineeirs knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!� 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
�XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
+ XIAI 1117 n1=K1n=0 001=00"M= HIP ROOF >20 TO 45 DEG.
VVINUAMrm k I
(SQ FEET) (-) VALUE DENOTES SUCTION
I I a=4ft
AREA ROOF I ze 2n 2r 0 3e ar
10 HIP -35.94 -49.57 -49.57 -49.57
I GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 -7
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" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 3/16" EXP. 1 C4116) or IV32" EXP. 1 C3116)
TILE: %2" EXP. 1 (33/16)
NOTE:
1. PER CODE ASTM F1 667 RSRS-0 1 REFERENCE TO 8d (2 Y8" x 0. 113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAWY32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
[4:12]-[12:12)
/7\(2)
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SIM @ WOOD
WALL
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
I
9 - 10d x 1 1/2"
HTA20
1870
1585
lb - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 1 Od x 1 1/2"
B
HETA1 6
1810
9 - 1 Od x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
_C
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 - 1 Od 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" SIDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/(12)WS3WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 0dx1 -1 /2"
HTT5
5795
5/8" ANCH. /(26) 1 Od 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" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" 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
1760/4095
1720/3125
30 - 16d x 3 112"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 112"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SIDS
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 w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Old 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) 1/4" x 3" WE DGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
spi 555 535 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
HCP2 590 1 555 1 12-1 Old x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQD ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FASTEN EACH kBj I RUSS WEB 10 EACH kA) TRUSS I OP CHURD �w EVERY IN I ERSEC I ING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" 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)
i
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,
d wings comply ith the 2020
F11I rida 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.
E
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. 1 nstallation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6, Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vpirticni load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
LV I I
Fa
8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T
8F20-0B/1T
mom 0
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(9 e (9 (9
FORM & GROUT SOLID
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8F12-1B/1T
(0
"V"LINTEL DETAIL
MIMI
TYPE DESIGNATION
REBAR
AT TOP
F = FILLED WITH
IN.
(1) REQ'D
GROUT / U = UNFILLED
- /211
4 A
R = RECESSED
CLEAR
QTY. OF #5
-REBAR @ BOTTOM
4
OF LINTEL CAVITY
.*---C, M. U.
4-
8F16-1'B/1T
A
6
0
Z
A
GROUT
tNOMINAL. QUANTITY OF
A
-#5 REBAR AT
WIDTH #5 REBAR AT
0
BOTTOM OF
TOP
LINTEL CAVIT
NOMINALJ
0 '-*-BOTTOM
HEIGHT
REINFORCING
7-5/8"ACTUAL
PROVIDED IN
8 FOMI NALWIDTH '
LINTEL
(VARIES)
MATERIALS
T-7-p-re-ca'stTintels = 3500 psi.
2. f c prestressed lintels = 6000 psi.
3. grouted perASTM C476fg = 3000 psi wl
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTIM A51 0.
8. Mortar per ASTM C270 type M or S.
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
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
2x8 #2 SPF STUDS @ 16" O.C. W/ (2)
SIMPSON MSTAM36 STRAPS EACH
STUD ((1) STRAPS EACH SIDE)
CENTERED W/ (13) 1 Od NAILS & (8) Y4"
TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16" O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
W/ j/2" EPDXY ANCHOR OR Y2"
J BOLT W1 MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
ALTERNATE POWERS
STEEL LINTEL
#5 REBAR AT TOP
MIN, (1) REQ'D-
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AS INDICATED
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1 . Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturers specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitiuos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE PLAN
T/WALL
8" KNOCKOUT COURSE
W/ (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
SCALE: 1" = V-0"
LINTEL PLAN NOTES:
1 THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
4'-6" LL
OB
5'-8" LL
G) MIN.
17'-4" LL
LINTEL PLAN - ELEV-B1
SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, information and belief,
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 beadng
Engineers
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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 DOORSAND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS,
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, 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-EXCEPTfONS, 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U, BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1,5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2� 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
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 I 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-1-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2.
CONCRETE:
4.2.1.
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 Ks!
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 19'AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3,1.
FILLED CELLS 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 CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTIM 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", 1 Od = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR,
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36136M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4. 7. 5�
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318. 1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation's inkler systems including all risers and
spray heaTsrshall no be installed within V-10" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318. 1. 1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-� R318.1.5 - Cincrete over o and mortar along the foundation perimeter
rp
sy
must e removed be ore exterio I treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy willbe issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 9x7 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS,
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "Wit 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
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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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl - 1 \2" LONG (3/4"-1 CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:—) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
16GAxl-112" LONG (3/4"-l"
CROWN) STAPLES @ 6"
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**
CORNER OF
HOME
GARAGE SIDE
10,
-of.
TANK -LESS W/H
H C G
000 V
-011
5v
STUB -OUT FOR
0" =9 _1 LO
GAS METER 0 - 0
0
'A
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10--81'
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13-4-
(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'-Y
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1
(2) 16d TOENAILS
2" X 6" @ 24"O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11 141
(2) 16d TOENAILS
2" X 10" @ 241, 0. C.
'IT-O"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
154"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM),
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
NT
FILL CELL STD. 900 HOOK F BOND BEAM
C/)
Lu
CONT. #5
STD. 90-
06 BAR
CONT. #5 H 070 K
BAR F_
SIMPSC
w/ (22) -
NAILS 1
#5 CONT. THRU
BOLT
FROM
FOUNDATION
TO HIGHEST
BONDBEAM
V
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJ I TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
L
# OF 2nd FLOOR
k all posts from
Solid bloc STUDS
above to bearing below.
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min.
2" ma
I Small gap 2" min.
"
.
4
max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
ght fit
2) Block solid between joists for full length of span. Ti
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener _-\��min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
4"
Web Stiffener Fastener Schedule
Joist B aring Location
Series Depth End Intermediate
BCI 5010sp
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d I
BCI 6000se
BC16500sel
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
—
14"
2-8d
5-8d
1=6 -
2-8d
6-8d
BCI 60s8
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
11 2-8d
6-8d
BCI 90s5
11 -7/8"
3- 1-6—d
3-16d
14"
5-16d
5-16d
16d
6-16d
required when indicated or
max.
16" 6-
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with sides not containing
WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T�S.
DOUBLE JOIST CONNECTION
- Under 2nd floor cni--d 1ri�
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 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
code for appropriate
/16"
details in
One 1 Od box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Boise Joist Blocking
Use 3" (10d) nails at 6" o.c.
Load bearing walls
higher than 15001b
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
_tm
SIMPSC
w/ (22)
NAILS I
R TRUSS
'OP PLATE
J.0
TYPICAL SIMPSON MGT TO
BUILT—UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULEFOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META1 2
Plumbing
META12 TSS INSTALLATION
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. kJoist can be offset
F I
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Provide adequate bearing
Use 1 0dx3" nails at 6"o.c. for all joist
for each lapped joist.
blocking panel *Non -stacking walls
Squash block 1 Od nails require additional consideration..
(2x4 minimum) SECTION INT. BRG. WALL
N.T.S.
Bearing wall, Versa -Lam LVIL or
Glulam Beam
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
D DIMENSION OF LARGEST HOLE
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch Joist hanger
or drill flanges
(D (D
A ROUND HOLE M DO NO
6--"r 6" 6"
CANTILEVER LARGER THAN 1Y2"
AY CUT HOLES
BE CUT ANYWHERE IN
THE WEB. PROVIDE AT 01
4 ROUNDIN
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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
A/C CHASE 4" PVC -
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
*44
4
FOUNDATION INFO
STEM FOUNDATION
Nail with
Filler block.
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap____iL9
Backer Block -
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
depth
2
—
I —JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A (WHEN
1 REQUIRED)
w/ (18) 1 Od x 1 1/2"
NAILS
#
UPLIFT= 1015#1
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP 2 #5'sx4'0"
CENTERED @ PIPE
110
PEN
ETRATION
4'
4
=1 I IE��l i I�El I Mi I
4.
L7—/—
FINISH GRADE
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLN 1
SIZE & REI
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4' 0"
P
PENETRATION—\
CENTERED @ PI E
4
PVC OR SCH40 SLEEVE
PLUMBING LINE
..4
4
;2�
(0 4
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
4 44
4 4.0
A�4 — 11=111'
4
M 1 El M11 II_
SEE FND.
SIZE & R
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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 beaAng
Engineers signature and seal,
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2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
INTERVALS NOT EXCEEDING
@ 16" 0. C. W/ (2)
10'-0" (R302.1 1)
FOR UNDERLAYMENT
16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1
1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF ;2�
PRE ENGINEERED WOOD
APPLICABLE.
'7
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE
1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & -2-
ROOF FLASHING AND ROOF FLASHING
HURRICANE ANCHOR @ EACH
@ 6" M�X FROM END OF 2 x PLATE = i�
COMPONENTS TO BE IN ACCORDANCE
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4 C�!
w/ R903.2, FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.)
A
WWF OR FIBERMESH
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE wil ASTM
I>
D7158-CLASS G or H, or ASTM
D -CLASS F, IN
3161
11 _T
1: =]I[= I I -I I'
12
ACCORDANCE w/ TABLE
TYP.) V ARIES
ZT Y P .71
R905.2.6.1, FLORIDA BUILDING
��I I 1=1 I FE I . III t 17=1 1
__
CODE 7TH EDITION (2020)
RESIDENTIAL
ROOF SHEATHING - SEE
INSULAFION LE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
I`?`
FRAMING SHEET FOR
5/8" OR 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE I @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-)
NAILER
STD. 90-HOOK (SEE DETAIL
SHEATHING AND FASTENERS WALL W/ UU I UFLIII'1 GG
F1 F\/ VAPIF�q/4--'\ SEE TYP. WALL SECTION
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"1 KNOCK -OUT
BLOCK W/ 1 #5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE 'IS" MORTAR
-ARCHITECTURAL
FINISH
1 x2 PT WD FURRING @ 24" O.C.--/ I I E� I:-_jr
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U) TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W1 6X6 oil
/-NOTE:EXTEND
W1.4XW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
E
C Xbt,
6 MIL VAPOR
;2�
BARRIER I 1 4
115
I I>
I IF -
COMP. SOIL.
01
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT. 11 (1 STORY)
ON 3" CHAIRS TYP.
STD. 90 HOOK (SEE
V-8" I STORY)
U.N.O.
I DETAIL)
TYPICAL WALL SECTION
Ill
SCALE: 3/4" = V-01"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14" O.H.D. RECESS
PAVERS-�
T
F
F
0?
SEE AJ/S3 OR J/S6
FOR REINF. INFO. -.3" MIN. CLEARANCE
1' 4" (1 STORY) 1 V-8- I STORY w/ DEPRESSED SLAB OPT.)
Vff' (2 STOR) )
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. "i �3
ADDITIONAL INFORMATION.
01)
8"x8l 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/41
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE 'X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.C.) (OR %" GYP. TYPE i @ BLOCKING @ 12" O.C. Ill (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
TR
L,
�,X,, J@B
OOM EA
SE
CO
TOP PLATE S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 W/ 2"x S " P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2"CDX PLYWOOD OR 7/16" 0 S B (12) 10d NAILS U.N.O.
�C
SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 Ol (R302.1 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-O" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"1 TITEN HD @ 24"
v
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
SLAB & BLOCK EDGES, AND @ 12"O.C. @ FIELD IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" -SIMPSON SP1 w/ (10) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" 0 * C W/ IF NOTED, THIS REFERS TO THE
2-0/16" PLATE WASHER I STEP, SIZE OF FOUNDATION AND
?T2
ELEV. Ol (ALT: 1/2l 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
O.C. OR 5/8"AO'WEDGE ANCHOR INCLUDE THE WALL
A. F. F. P x 6 W1.4 x W1.4 6x6W1 4xW1.4
@ 24" O.C.) 21' ATTACHMENTS 211�
U15 WWF OR FIBERMESH WWF OR FIBERMESH
ELEV. -0l 1/2" z 31/2" MIN. 3 1/2" MIN.
A. F.F111) i
U-
1/2"14"
I ;=jI F 1/2"1 rn 11
00 00
3 1/2"i(mil - �I. 3 1112"(min,). - 11-
.4
ttt:
1 r-I 1 r=- I EE 1 r: I I I I 1=1 I
(2) #5 CONT. 4" V-4" 1 8" (2) #5 CONT. 5� 4,; 8"
0 U.N.O. MIN.
U.N.O. MIN. TYPICAL BEARING WALL @ STEP
TYPICAL BEARING WALL @ STEP " SHEARWALL K,_C_� Hic C
QC__v
"SHEAR WALL" SCALE: 3/4"=ll 'I'll S3 SCALE: 3/41 S3
&S
,-�Nw
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" Ol
2x S.P.F. STUDS 16" O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD.
-
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" Ol
LOAD BEARING OR
INSULATION PER FBC AND ENERGY
EXTERIOR WALL
8" C.M.U.
FORM SUBMITTED WITH PERMIT
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
1 U-0" (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
SEE CC/S3 OR
CN
LAYERS W/ TOTAL THICKNESS 7/8" OVER
G/S3 FOR ANCHOR
'l
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
BOLTINFO.
518"x6" BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O, BLOCK
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
*SIMPSON SP1
(6) 1/4"11/4" TAPCONS
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP]
#5 REINFORCING
w/ 10) 1 Od NAILS
2x P.T. P LATE
FIBERMESH
WEEP SCREED INSTALLED
BAR
TYP.
ASSUMED FINISHED
I
Z/ PER M FR INSTRUCTIONS
'�'-#3 OR #4 REINFORCING BAR
�GRADE
E \*
1:7
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 740kkssiii]
MONO OR STEMWALL__�,
A T>
Cl)
FINISH GRADE
25" MIN. LAP [30" MIN. LAP)
60
[GRADE 60 MIN. Fy= i
FOOTING MONO SHOWN
FOR CLARITY
00
R BARRI t>
6 MIL VAPO EFF
dxx\ xxl� "I
R 17/8"
;LI 11 E=E
#5 REINFORCING BAR
z
I 1
:;_ Ir Cq
.11 r . 17
.T -
z
#9 LAP SPLICE
NOTE:
*FOR BEARING WALL C14 COMP. SOIL. (COMPACTED TO A
95% MODIFIED PROCTOR ASTM
W/ UPLIFT ONLY
till I
D1557)
�j -
L j
4" 1f
FRAME WALL TO C.M.U. WALL CONNECTION rD�'� TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S
SLAB INFORMATION.
6x6W1 ' 4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 41
GRADE
00 L
1� =1 I EEI I I_=I I IEil I 1EI I 1_1 I FEI I IN.
T
_-(1) #5 REBAR w/ OPT.
III =S.QREj�NFNCL0SURE
MIN,
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" S3
EXPANSION JOINT BLOCK WALL BEYOND
13" O.H.D. RECESS
Cl)
4
:d
a = it
cl?
4.'4
=1 I r
SEE A/S3 OR J/S6
FOR REINF. INFO. MIN, CLEARANCE
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
ADDITIONAL INFORMATION.
1/2" GYP, BD.
P.T. 2x
21' HOLD GYP. BD.
1/2" FROM SLAB
01-01, 0 CONT. BEAD SEALANT
., A 2X STU
INTERIOR
3 1/2"
A . I __�
A*
4 GARAC-
CONCRETE NAILS W 1 1 /2' 1/2" GY
EMBEDMENT @ 12" O.C. W/ D
STAGGERED, FR M B TT M
PLATE TO CONCRETE ON FIL
(MIN. SHEAR 180# MIN. CONT.
TENSION 120#) CONCRETE SLAB
><
4 6x6W
WWF C
00
7=1 1 JEE I`
16MILVAPOR
BARRIER I
- P
4" 4"
INTERIOR WALL SLAB STEP NON-BRG. K
SCALE: 3/41 � �S3
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-01"
SLAB INFORMATION.
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (110)
1 Od NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
LU END OF 21 PLATE
Uj
_j
U)
U-1
W
I- '1 -1 7' 1' -1 7' 1' -1 1' �� 4x 4 4 4 101,
----#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE REBAR DETAILS rF
SCALE: ll �3
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS
SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO
TOP OF BEAM & LAYOUT DESIGN
SEE ROOF PLAN =00
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN 7116" O.S.B. SHEATHING
z
ATTACHED PER NAILING
U-1
0
SCHEDULE
SEE PLAN FOR STRUCTURAL
_j
Ui
COLUMN SIZE AND BASE
Es
Uj
U-1
CONNECTION INFO.
DS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"ff' TAPCONS AT 8"
COLUMN TO PORCH SILL
O.C.
E
ATTACHMENTS & 18/D1
PSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
RYWALL SCREWS @ 8"O.C.
ATTACHMENTS
COR PLAN
U.1
0
BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
1.4 x W1.4
W
LU
SIZE AND REINFORCEMENT)
R FIBERMESH
E5
LU
W
BRICK PAVERS or SLAB PER
A
III
Ol FIN. FLR.
COMMUNITY SPECS
PXV101 I IIIIJ11111 8 10 1 a _aTTAI k, 110
SCALE: 3/4"= T-13"
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 U-10" (R302.1 1)
112" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
b
'Cill
(2) #5 COIl
ON 3" CHAIR
sL8" 11'4' 8"
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT rG
SCALE: 3/4"=V-0"
1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
S. G. D. (U. N. 0.) 1 WWF OR FIBERMESH
SEE A/S3/J/S6 ' I K[:=�= 8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS 6@ S.G.D.
SCALE: 3/4"=V-101" \, S3
40
a.)
3:
g
14
Cb
0/0
*z
0
'o
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 potions
of the drawing pages bearing
Enginel
signature and seal.
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TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 I 2x8 WALL B EYON D 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
)
DOUBLE 2x TOP
PLATE
.
2x DEAD WOOD @ MID FOR CLEAN -OUT
POINT w/ (3) 12d
MIN, EXTENSION FROM
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
"
XI
M
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
INTERIOR
EXTENSION FROM EXTERIOR
HEADER FLUSH TO OUTSIDE OPTION WALL
x BLOCKING @ EACH END W/ 10d @
4" O.C, FROM EACH HEADER FACE
TO BLO
4
T
CKING
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIE
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
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. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
x
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTH
+ + STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C
SIMPSON SP1 w/ (10) 1 Od LF
EDGES & 8" O/C FIELD
NAILS AT EACH STUD
V
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W1 8" EMBEDMENT
8" X8"X1 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
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
k—ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
LL IS 2 114"
CL
TO DRAIN
Q 5-��
EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S. �4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT —
BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
11
41�
-
4
tt--
4
I
J- 8" STD. WHOOK 8`
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
fl
R
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.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
LU
I
0
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 (NOM.
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE SCALE: N.T.S.
...... 7�
8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
TRAVEL DIRECTION OF
GARAGEFLOOR
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
'BOTTOM OF MOUNTING E�)
POURED CONCRETE BASE FOR
TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 7 5/8" 8" 7 5/8,1 8"
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT D
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS TIB
SIMPSON SP4 w/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEELAND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD-
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
FOP
iARAGE
OOR
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.1
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S.
� �4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EAEND
EAEND
EAEND
EAEND
SIMPSON
V- 4'
(1)
(2)
1 (1)
(2)
(1) LSTA30
4'- 9'
(2)
(3) 1
(2)
(2)
(1) LSTA30
9'-16'
(3)
(41
(2)
(4)
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"x1 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
"-2x STUDS TYP.
F71
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL (*'Q
SCALE: N.T.S.
� �4
SIMPSON
SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
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_,:;,,-,�--1
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
CRICKET AS
BLOCKING W/ 2-16d TOE NAILS
[@
1/2" EXTERIOR GRADE SHEATHING
EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING (T
O/C FIELD
co
2x TOP PLATE-/
v
2X4 PT STUDS @ 16" O.C.
2-16d NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
71
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
2�
-
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
-
-7
MAIN SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR,
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X1 6" K.O. BLOCK W1 1 #5 CONT.
(SEE SCHEDULE)
/8"xll)" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
/-21
P
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---- __71 I
W1 STD. 90* HOOK IN K.O. BLOCK
- E_U
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 10d @ 3" O.C. (14
k.SS PP LLI C E NAILS TOTAL) EA. SIDE OF
P
SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ Y4816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
(_C_�
P.T.
-ATE
'Nivil'-�U114 Z�4
SP2
\,__r/
owirouiv
__
10
ST
- :
J-
M
t:
TRANSOM FRAM111
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
RECESS
LINTEL
\\-NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSON-,
SP4
FLI I
I
2X8 P.T. BOTTOM P�A TE
C
SIMPSON SIMPSON
SP4 SP2
I
1 4
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi
SP4
SIMPSON
RECESS SIMPSON�
LINTEL _j SP4
\-5/8"xll)" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
SIMPSON
SP4
"
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL//"' j
r,+
2XTOP PLATE
OVERLAPPING
NAILS @ 6"
NGGERED
3OLTS @ 24" O.C.
\X
2X P.T. PLATE
SCALE: N.T.S.
�4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
3 (5645# SPF)
3 (6970# SPF)
)S (9335# SPF)
IN. 8"
PDXIED A.T.R.
I & NUT
'OXIEDA.T.R.
& NUT
OXIED A.T.R.
I & NUT
A
ROOFTRUSSABOVE
/_ 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
@ 2'-0" O.C.
5/8"X10" J-BOLTS
-MASONRY WALL
1 Od NAILS @ 4
1 Od NAILS @ 6" O.C.
STAGGERED A ---STAGGERED
A / / TRANSOM FRAMING
0 i
0
I � BEYOND.
- - - - - -
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" OIC EDGES SHEATHING
& 8" O/C FIELD 10
I
SIMPSON SP4 wl (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 wl (12) 1 Od NAILS MASONRY--
� — 5/8"X 10" J-BOLTS @ 24" O.C.
0-
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
REV. 06.24.22
SCALE: N.T.S.'
S4
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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
Ronda Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineedng portions of the drawing pages bearing
Engineers
signature and seal.
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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 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) ---,\ AN D FASTE N E RS. (M I N. F I RST 4 BAYS)
IF >9" SEE 10/S5 MAX. 9"
BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS MAX. 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL I r ir: >a,, (zpp in/(zr,
v I I'VAILINU 0Uf-1r_lJULr_ FUM 0171CM I 171111U�
SEESTRUCTURAL 45'± DETAIL
45' ±
NOTES AND NAILING 2"x4" CROSS BRACE-�
2x4 CROSS BRACE SCHEDULEFOR APPROX. 8" FROM x,
APPROX. 8" FROM SHEATHING DETA 2X4 KICKER 2x8 SYP#2 1" BRACE TO DOUBLE TOP PLATE RIDGE FASTENED AT
IL KER EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od X
RIDGE FASTENED AT @ 8'-0'- O/C.
.,L" BRACE TO EXTEND WEB LENGTH & NOTCH AT 2X4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @
EACHJOINTW/(3) 10d 2x4 CROSS BRACE BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END
& (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM 1" BRACE TO EXTEND
LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB
EA. END @ 48" O.C. EACH JOINT W/ (3) 10d & SIMPSON H2.5A W/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1 " OR LENGTH (SEE TABLE)
2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. -,,---FROM LEDGER TO SHORTER) GABLE TRUSS
SILL 1/2" CDX PLYWOOD OR BLOCKING 2x FRAME WALL (SEE WALL
7/16"OSB SHEA] HINCi END SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
ATTACHED W/ 10d @ 48" O/C FOR THE 7/16" OSB SHEATHING
' '\- GYPSUM WALL BOARD GABLE TRUSS ,,-1/2" CDX PLYWOOD OR 7/16" (2) 16d
NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST _'_�1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS
AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
CORD ATTACHED W/ (2) 16d TOENAILS END TYP. TOP &
1 OdX3" @ 3" O/C W/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD O.C. FIELD
/-THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS
INTO 2"XIS" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS —2x4 "T" ON TOP OF PANEL
2X4 PANEL BLOCKING @ 48" O.C. FOR� 2x BLOCKING BLOCKING, FASTEN WITH
45'±
@4 KI SKER
8'_O�O/C
7
2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE
FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2X4 "T" ON TOP OF PANEL SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO
SIMPSON META12 W/ (7) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
P
1/2"x8""J" BOLT@ 32"O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx3" @ 4" O/C PLATE SIMPSON SP2 W/ (12) 10d
PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS -2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD
P ,
'Pr
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 114"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24', GABLE WEB SECTION SECTION r3 SECTION r4
WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. �5 SCALE: N.T.S. 1\15�
TITEN ON OUTSIDE REV. 06.08.22
2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 20'-0" MAX
SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING MAX. 9" "X" BRACE SEE D T. J/S5
'1 10
-REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, 8d @ 6' /C 2 x 4 BLOCKING w/ (2) 1 Od
PI'VF
Cn SEE STRUCTURAL —
ON SHEET S5 FOR IF >9" SEE 1 O/S5 WOOD TRUSSES TOE NAILS AT EACH END @
X-BRACING AND TOP I F 124" O/C (TYP)
I
CHORD BLOCKING NOTES AND NAILING
00 00 x
INFORMATION SCHEDULE FOR
SHEATHING DETAIL BACKNAIL W/7_/1
WOOD TRUSSES (2) 16d NAILS
N 00 00 2"x4" CROSS BRACE ---- Z
2x4 RAT RUN BRACING rl L__ APPROX. 8" FROM ZA
hluur- rhko I r-114r-u /A I _1" BRACE TO EXTEND
AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB
BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE)
TRUSS SPANS NAILS @ EA. END /--GABLE TRUSS
ATTACHED W/ 2 - 16d / 1/2" CDX PLYWOOD OR 7/16"
AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING V_
ASZ" r)lr' POP THP 19,4 KlAll Q ( OSB SHEATHING ATTACHED
SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON IRE NAILS W/ 1 Od NAILS @ 6" O.C.
2x4 BLOCKING @ 24" FIRST (4) ROWS OF
W/ O/C w/ (2) 16d (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 TRUSSES FROM EA. ES AND 12" O.C. FIELD
(4) 1/4"xl 1/2" SDS 4-�z
TOENAILS @ EA. END NOTES: END TYP. TOP & //---JACK TRUSS
SCREWS 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 SEE PLAN FOR
TO BLOCKING & (4) MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ 0 16d TOENAILS CONNECTION
1/4"x2 3/4"
TITEN TO CMU
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
2x4 "T" ON TOP OF PANEL7
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
L_ 2x4 BLOCKING W/
(2) 12d TOENAILS
LL,-
NON - LOAD BEARING LOCATION (D
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT r8
-UP COLUMNS
SECTION
--- - ---------
11:�
SEE TYP. WALL SECTION FOR SCALE: 3/4,, = 1, -o,,
ADDITIONAL INFORMATION.
SCALE: N.T.S. ��5�
SCALE: N.T.S.
1INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS) TOENAIL
(2) 16d NA
(2) 16d PER
JOINT
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--,-\\
12"
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AN D FASTE N E IRS. (M I N. F I RST 4 BAYS) -
UNSUPPORTED,
IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS
E RSH SCHEDULE
R ATTACHMENT
1 #2 SYP BLK'G @ 16" O.C.
1 Od x 0.131"
ENAILS EA. SIDE
NT. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP
CROSS BRACING DETAIL GABLE END DETAIL ri 0
SCALE: N.T.S. � �5 SCALE: N.T.S. �5
GABLETRUSS
S5
"L" BRACE W/ 1 Od @ 4' O.C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX.. AND LOCATION)
S5
S5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES 6" OVERLAP
-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rm�
SCALE: N.T.S. � S5
0
SIMPSON HGAM1 OKTA w/ (4)
1/4"xl 112" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
z
W
\_BRACINGw/(3)10dx3"AT
EACH CONN. @ 24" O/C
'-MOISTURE BARRIER
-BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O,)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
T-10" - 64'
6'-0" &GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
/—GABLE TRUSS
'--STU DS @ 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
2x4 BLOCKING-",,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @:4�"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL
SCALE� N.T.S.-__ _(�S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED --16d NAIL
W/ 10d NAILS @ 4" O.0
TYPICAL
GABLE TRUSS WEB
SINGLE 1" BRACING DETAII_r6_'�
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /`_7
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTON CHORD BRACING 2X4 MIN.
U-1
LU
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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 BF
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER 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
C*
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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 Edibon. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
d seal.
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
INSULATION —
BAFFLE
INSULATION PER —
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WEI
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/ 10d —
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEA��Iiootiti,
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
PER PLAN
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
lx WD FURRING @ 24" O.0
BASEBOARD
MIN. 2500 PSI CONC, SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
4
`4
4'
cli
— \
4. . 'A. 40
4
A !A
Z
6x6 W1.4xW1.4 '�E
4
T.
WWF OR FIBERMESH
a A'- M A
::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 - [RSH] - 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
LU
LU
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
_j LAYER 1/8" THICK.
�? Lu,
vi INSULATION PER
CHART ON FLOOR PLAN
1,'S S6
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
ETAI
OR FE
PAPEF
MOISI
7(BARR
STD. 90 1HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BILK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
U)
LU
4"X4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
LU
U)
cl-
AT GARAGE CONTRACTOR
LO
C14
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
- NOTE: EXTEND DECO FINISH
410 6" BELOW GRADE
]NISH GRADE
00
-1111, 11 III —it 111 11
\-STD. 90 *HOOK
(3) # 5 RE BAR ON 3" CHAIR
4"' (SEE DETAIL)
W/3" MIN. CLEARANCE V-8"
TYP 2-STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=1'-O"
III S6
I
SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO
2nd FLO
BEAM/GI
2ND FLOOR FRAME CONNECTION
SEE JIS-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL----,
BAND JOIST
*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.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
�TE W/
O.C.
)OR TRUSSIJOIST
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.
CORNER
TYPICAL 'IT" AND CORNER
DETAILS
rN
SCALE: N.T.S.
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
00
SEE FRAMING WEEPSCREED
9
PLAN INSTALLED PER MANUF.
\\-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)1 Odx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
)
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT, PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUS,'
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W1 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
I-
LL
WEEP SCREED
cf
INSTALLED PER. MANUF.
C
Cf.
SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS W/ MIN. 4"
EMBEDMENT IN KO BLOCK
B
15132" OSB
EXPOSURE1
SHEATHING
_x
PROVIDE
BLOCKING AS
REQUIRED PER
0 SECTION X-X IF
Lu NOT FULL
_i
<' HEIGHT SHEET-
U)
G FLOOR SYST
M
(2)- 2x TOP PLATE
BEYOND
15/32" OSB
EXPOSURE I t-
SHEATHING Lu
F
Lu
a:
SOLID 2x U)
BLOCKING @) ALL 91
SHEATHING 0
Cn
EDGES(SEE
OPENING
SECTIONX-X)
Lu
a- 0
C
�y
01
Lu
_2x STUDS uj
,
BEYOND.
SEE PLAN
Zi
0
U)
'\-2x'4 P.T. BASE
Nx
2x RIBBON OR VERTICAL \--a-JHOIRIZONTAL PLATE BEYOND
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
FLOOR CONNECTION B
3/8" S" = NAIL 3/8"
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" SPACING
FOR ADDITIONAL INFORMATION.
S 314"j/2" S 1/2"
S 1/2"
4i '4
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
TRIL
RIBBONS
DETAIL (FLOOR TRUS (o
SCALE: 1 11/2"=V-0"
"6')
NOTE: SEE TYPICAL WALL
SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP. W.B. MIN, @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT
5/8"DIA. x 10" "J" BOLT W1 8"
EXCEEDING 10'-0" (R302.1 1)
/—EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 1 Od
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C.
TYP ]CAL TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A'
-97,
Q0
I=
A � :_4
A
. —
''T
1::��-(3)#5CCINT.ONT'
41J. CHAIR W/ 3" MIN.
8" V-8"
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0"
ADDITIONAL SLAB INFORMATION.
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO wl (2) 12d
TOENAILS EA. END. NAIL FUTCH
PLATE TO VERTICAL wl (4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMV8"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
0
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
ui
_j
PENETRATE SURFACE MORE THAN
<
t-
U)
z
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4 O.C. W/ 8d COMMON NAIL
LL =
@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O,C. W/ 8d COMMON NAIL.
0 �
@ NAIL INTERIOR AT 6" O.C, wl 8d COMMON NAIL.
, Lu
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
w/ 8d COMMON NAIL
0 D LU
Lu 0
I
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
CF
-,
< 1- 0 C/)
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
< Ix P 0 0 cn
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So F- U- D�
j� U) u� t-
G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
UJ 0
" LU 0
MEMBER IF GABLE END
LL =
NOTE:
"
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
��6�
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"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
\—(2)2xHEADER SEE PLAN
\-- INTERIOR HEADER:
BOX HEADER (1) 2x SILL PLATE W/ (2)
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
III, OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
%zi
'10
-
0
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
2x BLOCKING HORIZON
A+-L
@ INTERVALS NOT T
EXCEEDING 10'-0" (13302.1 1)�
1
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6X6 W1 AxW1.4
WWF OR FIBERMESH
. 7
4
A
1:13
4
A
A.
A
IT
(3) # 5 REBAR ON 3" CHAI 4" V-8"
W/3" MIN, CLEARANCE
R
ALTERNATE FOOTING
M
S6
Sol NAILS FOR WALL SHEATHING MUST BE MIN. 131
X 2 1/2
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8",
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
1'4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'.9'
(2)
(3)
(2)
(2)
(1) LSTA30
r 971F
1 (3)
(3)
(2)
(3)
1 (2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
- O/C
2X STUDS @ 16'
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
FINISH GRADE
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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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2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12
3/4" RISER CUT TO FIT STRINGER
FACE OF 2ND RISER
MAINTAIN BETWEEN
4
AND 4" GAP TOP AND
BOTTOM, GLUED AND
N
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
SYP CUT TO FIT
%RS IN WALL
—2x12 SYP
BEARS IN WALL, +—_---2,x4 BLOCKING FOR 2x12
2x4 PT UNDER 2xl 2
—2x6 SYP L >5r—1 ROVIDE MOISTURE
ROVIDE MOISTUR/E
I M01
PROTECTION
Pnmr:MT.�'
2A Ar.H Al I MINA OV ,
PROTECTION
[A� )NENTS
O�'W 1" X
ATTACH ALL COMPONENTS
2)(4 SYP 131 OCKING OF STAIR TO CONC. W/ -1" X
FOR STRAP X 4 '0 C
32
2x4 PT NOTCHED INTO STRINGER—\,7 (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" O.C.
AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS IX4 GLUED AND
AT STRINGER CONTACT POINTS NAILS) OF STAIR TO CONC. W/71" X NAILED TO STRINGER
2 7' " TAPCONS @ MAX. 32" O.C. "-Z
(I EW "A". SECTION VIEW 11131 1
SCALE: V= V-13" SCALE: 1 1'-01.
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUST NOT TOUCH
G-1 SECTION VIEW 11CIII
SCALE: 1 " = V-0"
TOP OF
STRINGER
STRINGERS
2x4 BLOCKING FOR 2x12 SIMPSON A35
'4- 2x4 PT UNDER 2x12 OR LSC EACH
2x4 SYP BLOCKING
FOR STRAP
PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/
D NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2"
STRINGER CONTACT POINTS NAILS)
SCALE: .211, = 1 1-01. VVALL
.NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
\ 6"
SECTION VIEW "D"-
SCALE: 1 1'-0"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
—2x SYP CUT TO FIT
BEARS IN WALL
--------2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL_
SCALE: 1 " = V-13"
A".
-2x4 GLUED
AND NAILED
SECTION D-D.
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
—3/4 PLYWOOD
ON DECK
�"�x8
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
SYP GLUED
BOTTOM, GLUED AND 1/2" NAILS)
AND NAILED TO
NAILED TO STRINGER
FRAMING
—2x4 DRAFT 2x12
STOP TREAD
2x12 TREAD
GLUED
GLUEDAND
AND
NAILED—\
NAILED
0�� 1�k DRAFT STP
2x4 PT NOTCHED INT '0
STRINGER AND TAPCONED f2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLUE-- NOT TOUCH STRINGERS
AT STRINGER CONTACT �)2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
,d^H � SECTION VIEW
SCALE: 17 " = V-01.
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
SCALE: 1 " = V-10"
H 2x4 SYP''BLOCKING
FOR STRAP
R � IF (SIMPSON MTS12 w/
(14) 1 Od x 1 1/2"
NAILS)
2x -
D FT ST
SECTION VIEW "Ell.
SCALE: 1 " = V-10"
L't2x8 SYP DRYWALL STOP MUST
X/ NOT TOUCH STRINGERS
1 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
H
,d^E � SECTION VIEW
SCALE: 1,
-0"
—3/4 PLYWC
ON DECK
--2x8 SYP
AND NAI
FRAMIN(
-2x4 DRAFT
STOP
2x4 BLOCKI
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
�1111IZIM
4 [CM4
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
FLOOR TRUSS OR
GIRDER, FIELD VERIFY
(2) LAYER I" EDGE GOLD
4
OSB OR PLYWOOD
OR 1 3.,X
1 16" LVIL
ATTACHED W/ 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "Gll
SCALE: V= 1'-0"
SECTION VIEW
SCALE: 1'-0"
2
CONN. TO
OF NEWEL
PER CONT
PROVIDE SOLID BLOCKING
BELOWALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED ANC
NAILED TO JOIST.
:L POST LET INTO
LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POST.
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 " = V-13"
JOINT
- TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
JD NAILED TO
WALL BELOW
JOINT
- TO
)ISTS)
2X STRING� R
2X B OCKING
I
PSON MTS 2 w/
1 Od x 1 1/2" NAILS
D OR
�3
2X BLOC ING
RR
IS
VARIES
ECTION VIEW 111-111
SCALE: 1 " = T-0"
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the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineedng portions of the drawing pages beanng
Engineers
signature and seal.
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DOOR JAMB (REFER 1x4 1/2" DRYWALL
DOOR JAMB (REFER r-1x4
1/2"DRYWALL
F
DOOR JAMB (REFER
1x4 1/2" DRYWALL
P T.
P.T.
TO PRODUCT
TO PRODUCT
TO PRODUCT
APPROVAL FOR CONN.
)N
-
(E71
APPROVAL FOR CONN.
x4
)jlx4t"'
APPROVAL FOR CONN.
X 4
E
i�lo
3-1/4" LONG X 3/16 3
":,
,
[ x4 P.T
FURRING
3/16"0 X 3" LONG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/2"
FURRING
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C. & 4"
2X8
L111X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
1x8 P.T.
FROM EACH ENDw/ MIN.
2" EDGE DIST. ATTACH
PER MANUFACTURr:
MASONRYTHROUGH
1-1/211 DETAIL
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 P.T.
STAGGERED @ 12" O.C.
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
N.
APPROVAL FOR CONN.
1x4
IIX4
1 12" DI
1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F
TO PRODUCT
'EDGE DIS_
2" EDGE DIST.
APPROVAL FOR CONN.
6"
2x8 P.T. w/ (2) ROWS 3/16"
�j
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
I
i
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
I*D
1x4
::
TAPCON @ 16" O.C. &
1
END w/ MIN. 2" EDGE DIST.
ST
FURRINI
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
W/
T Az 1:��:r
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2x DFTAII
2 1/4,,
nFTAII
STAGGERED@ 12" O.C.
3-1/4" DETAIL
0 V E
BUILDOUT 'y R SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
EMBEDMENT INTO BLK.)
1 X4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
A
2 x 8 45 DIAGONAL (4) 10d NAILS INTO \ —
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
I
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT W1 8d NAILS BRACE/ BLKG.
\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 1 Od 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.
7A
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER
INSTALLATION DETAILS
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW---'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
1/4"MAX
it
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2'-0"
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTOI�.)
/4" MAX
2'-0"
SOLID BLKG, AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B. ON T
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
=1=
J__�
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
EQUAL
BTWN. OSB ARCH FACES W1 (4) 1 Od NAILS
I -
I THRU OSB INTO 2 x 8
ARCH DETAIL
B-B
SCALE: N.T.S.
�S
B�ION Tinm
11 AT
SECTION
A -A
811
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
--2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAID.
SECTION
B-B
8"
EQUAL
PROVIDE 2
PROVIDE (2) MIN.
TAPCON AT EA. SIDE
CONT. W/ (3)
12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
Al RAA'6/ MAM
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REBj
(TYR)
STD. 90,
HOOK (I
- - �/[
lt___
L11
71
-
±51-
-
— NOTCH WEB AT
L\ FIRST 2 COURSI
......
,APACITY 805 # FOR 1 STRAP
1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (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 4Y2" 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
SIM SON
(5) 12d NAILS H2.5A W/ (110)
2X6 TO 2X4
8d NAILS
-
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
12
P
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
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.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8�. PLUS OR MINUS
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
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
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
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
11:.,:.�X.i_,�,
b-
REINFORCING PANEL
SMOOTH. DO NO FURROW.
''i
. . . . . . . . . . . . . . . . . . . . . . . .
ct.. ., �,
". _!,
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
. .
q
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
n
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
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
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
.
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
SCALE: 3/4" V-0"
I\. �s
L
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W W M AT PERIMETER
WHERE THIS CONDITION
OCCURS
#5 CONT. TOP & MID
WITH MIN. 3" COVER 6-10"
/f-F
!:� A - to -er—b—
k,
t.
— — —
GRADE t-,
C\1
CIO
(2) #5 REBAR. (11 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
J0
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21 SCALE: 3/4" V-0"
FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS.
#40**
�R
4%
YP.)
400
FHE
�S
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
OCC Kin-rC -11 DEN n%A1
BRG WALL TYPE
PER PLAN
2X2 #2 P.T, MIN,
FASTENED PER NOTE__]___,
2 BELOW
CONT 2X4 NAILED TO
BLOCKING W/ 2-12d NAILS
00
###
#5 REBAR (TYP,)
#
1TD. 90- HOOK (TYP.)
SCALE: N.T.S.
ALUM DRIP EDGE
2x SUB FASCIA
CONT VENTED OR SOLID SOFFIT
2x BLOCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 . 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 SIM.
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/
MIN. 1" EMBEDMENT @ 16" O.C.)
WOOD w/ 0. 1 48"x 3 1/4" @ 16" 0. C.
3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4"
REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
FOR VINYL SOFFITS > V-0" SHALL HAVE MID
MID BLOCKING NOT REQUIRED
BLOCKING PER R704.2.1
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
0
+
4
+ +
+
+
+ +
+
+
+
+
+
f7
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHEID.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'4' O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
+
REQUIRED TO
+
SUPPORT SOFFIT
+
CENTER SOFFIT
PRECAST LINTEL
SEE ELEVATION
__N
FOR OVER HANG
(MAX 4'0")
SECTION @ ROOF EXTEN ON
SI, - ill
SCALE: 3/4" V-0"
Ss 7
(ZPP (ZPPPT M Amn
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3,
z
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@ FIRST COURSE
H
Ss
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD]
I -
/—ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W1 8d @ 4"
O.C., 2 ROWS STAGGERED
—2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM 1 OKTA @ 12" O.C.
/
4
11/411/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
tL_1
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S
FILL 1st4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.�.
I
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQD.
11-011 51-011
NISH
.
P
#5 BAR
'1011
J. _&L CENTERED W/
0 IN TOP
A C?
1 1 '** KNOCKOUT/ N
=.. I
CK
CHAIR BLO
kv r2
MONO FOOTING
SIZE AND REINF. PER PLAN
LK b7i
AND SECTION DETAILS
CLEAN FILL
DIRT
STANDARD C:)
99 HOOK
#5 BAR IN
FILLED CELL
L 1,
L L. N L, IV
L
Sk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5i" 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"xS' MIN. HOLE
SET BAR IN EPDXY
SAW CUT
S
rA ECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
l-.
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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 beanng
Engineei's signature and seal,
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CROSS BRACING DETAIL (TYP.)r
SCALE:NTS
TRUSS NOTES:
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO
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
RAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
LATE
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0'
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
I
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
�i I I I v v
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
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 -J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
TRUSS OR
///---ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
WOOD
TRUSS
�ROOF
SEE SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
N SHI
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER �,RUSSES HIP
G.T
SIDE OR BOTH IF REQ'D) 7C.
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
(2) 2x8 #2 SYP w)
O.S.B. FLITCH Pt
TOP @ TRUSS 6
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) 1 Od
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) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM RAISED ENTRY
MASONRY WALL
4
SCALE: NTS
SIMPSON LSTA18
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
w/ (12) 1 Od NAILS
CENTERED AT
SIMPSON HUC410 w/
16d INTO HEADER &
(14)
(6)
L.SEE PLAN I.
FOR CANT.1
10d TOP & BOTTOM
SPLIT TO TIE
10d INTO BEAM - SEE
—
OR SIMPSON H2.5A w/
BEAMS TOGETHER
ROOF PLAN FOR MORE
(10) 8d NAILS
1=2
INFO
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.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2X6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-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
1d__N VARIES
2X4 #2 SPF BRACING @
16" O.C� W/ (4) 12d
-
TOENAILS TO TOP
PLATE & (2) 12d END
i MIN. (2) 2X4
NAILS TO TRUSS SPFTOP
BOTTOM CHORD
FPLATE
3
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
COMMON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
gkVARIES SEE PLAN
"IF FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
OIL SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN. 2X4 #2 SYP P.T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE,
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
SECTION
@ ENTRY
SCALE:NTS
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
SCHEDULEIPLAN
OPTION A OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
5.
COMMON BM. ATTACHMENT
SCALE:NTS
2x4 STUDS w/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 1 Od NAILS OR
><
SIMPSON MTS1 2 W/
XX (14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION K22�
SCALE:NTS
SCALE: 3/4"=V-0"
SEE VS5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
MIDDLE
8d NAILS AT
4" O.C.
CENTER OF POST
BM. SPLICE OVER
SEE PLAN FOR
VALLEY TRUSS
INFO.
MASONRY WALL BELOW: SIMPSON
HETA1 6 wl (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
OR BEAM
BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 1 Od x 1 1/2" NA I LS @ 4'-0" 0. C.
TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE
SCALE: NTS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL
EACH TRUSS TO NAILER
W/ (3) 1 Od
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.
SCALE:NTS
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE
LUS26-2 W/ (8) 16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER w/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 202 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG'
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF
SCALE:NTS
LOW ROOF/WALL-----\
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
w/ SIMPSON SP1 w/ (10) 10d
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 W/ (14) 10d x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
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 OUTr3'9_�
SCALE: NTS
DETAILS & SECTIONS
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To the best of the Engineer's knowledge, informabon and bell ef,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
1 Od NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 1 Od x 1 1/2"
(USE SP6 FOR 2x6 WALL, USE SP8
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
FOR 2x8 WALL)
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLANFOR
FACE OF HEADER/STUDS
@ 24" O.C.
EXT. SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
SEE PLAN FO� CONN.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
+
BLOCKING INFO
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
SEE FOR 2 OF MASONRY & 8d
FOR
BLOCKING NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
(2) 10d TOENAILS AT EA.
INTERIOR HEADER
rSEE
DETAILS
DETAILS
111)
FLOOR +
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
if
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
SURFACE 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT
OPENING LAIR ER HAN x
--FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
EXCEEDING 6 FEET.
A S I M PSON LS30 w/ (6) 1 Od
x 1 1/2" CLIP IS TO BE
SILL PLATE w/ SIMPSON LS30 w/ (6)
10d 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
.I 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
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 SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) SIMPSON MSTAM36 w/
I -JOIST SEE PLAN
PACK w/1 Od NAILS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 1 Od
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 1/4"x2
TIE BEAM
@ 8"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
NAILS (G.C. TO INSURE SOLID BLOCKING
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
IS INSTALLED). SCALE: N.T.S.
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
GABLE END RIM JOIS
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION.
DETAIL TO BE
SEE SS FOR RETROFIT
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 1 Od TOE NAILS
OTHERWISE DETAIL CAN BE IGNORED
SECTION CORNER CAN NOT BE INSTALLED
MASONRY WALL
EACH SIDE
FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN.
@ 2nd FLOOR r-3
HEADER CONN. @ 2nd
FLOOR('_4'N�
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8 D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
(2) 2x8 OR (2) 2x6 TOP
JAMB STUD
NOTCHED AT HEADER LOCATION
i—
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
OF CRIPPLES IF LONGER THAN 8"
2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x8 24" O.C.
SEE PLAN FOR CONN.
(2) 2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
2 1
(1) S I M PSO N LSTA30 w/ (22) 1 Od
WAI
2x6 WALL, USE SP8 FOR WALL) @
TO
CLIPS) NAIL BACK LEG OF CIPPLE TO
THE
NAILS TO STUDS ABOVE & (11) 1 Od
PL ATE
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TOENAILS
FLUSH w/ OUTSIDE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
_OF
THEN DOWN THE FACE OF
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C SIMPSON SP1 w/ (10) 1 Od NAILS
AT 16" O.C. U.N.O.
INTERIOR HEADER
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
(2) 2x HEADER
j2x6
AOd
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
COL. SIZE
��(2)
CONNECTION
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
S @
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
SIMPSON MST37
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
V(2
S4FOR
END OF HEADER SEE Q/S4 FOR
(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
L2xSS P F EMBEDMENT PAST STEP.
SILL PLATE w/ SIMPSON LS30 w/ (6)
FLOOR SYSTEM OR
12d NAILS AT 6"
BA E PLATE
2x CRIPPLES @ 16" O.C..
10d x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
I,
SIMPSON SP6 wl (6) 10d x
I ERED (�F SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE
C B FOR 2x6 WALL, SP8 FOR 2x8
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
BAND JOIST & BLKG.
2) x #
1 1/2" (USE SP8 FOR 2x8
WALL) @ 24" O.C.
FLOOR SYSTEM SP6 USE
SILL (MAX, OPENING WIDTH 4 FEET).
OR LVIL GIRDER
SYP U.N.O.
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
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
STUDS ARE W/IN WALL SYSTEM A.B.'I 0
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 10d NAILS @ 8"O.C.—
TO BE INSTALLED AT EACH END.
COL. SIZE
LE 2 x 4 #2 SPF STUDS INTERIOR HEADER
2x SILL PLATE W/ 12dTOENAILS.
TYPICAL BLOCK WALL--------__,_
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 w/ (18)
16d NAILS & 5/8"
4--
BOX HEADER
AT 16" O.C. U.N.O. (2) 2x HEADER (1) (2)
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
ANCHOR BOLT w/
(2) 2x TOP PLATE
E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
F F
2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TIE BEAM
Nrll�
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 W/ (10) 1 Od
NAILS WRAPPED UP AND
2x CRIPPLES @ 16" O.C. w/
'A BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
PROVIDE BLOCKING
OVER TOP PLATE
SIMPSON SP2 W/ (12) 10d NAILS AT
16" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
�u
TOP A 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
MATCH JACK
STUDS W/ (2) SIMPSON HTS20 w/
— ATTACHED PER NAILING SCHEDULE
AND EXTERIOR
HEADER CONN.
@ 2nd FLOOR r6
STUDS BELOW
(24) 10d x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
5� FOR EXTERIOR 2 STORY WALLS ONLY.
2 STORY COL.
GIRDER r7
(IF CRIPPLES ARE LESS THAN 8"
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
LiLUI
ADDITIONAL STRAPS
SEE STANDARD HEADER
CONNECTION DETAILS FOR
REQUIRED AT TOP PLATE
TO STUDS TO MATCH
SEE SS FOR RETROFIT
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
MORE INFORMATION
HEADER STRAPS
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
:FC2) SIMPSON LSTA24 W/ (18) 10d
NAI (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
(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
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
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
OTHERWISE DETAIL CAN BE IGNORED
SIMPSON LS30 W/ (6) 10d x 1
1/2" NAILS AT EACH END TYP.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
TOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
FACE OF HEADER/STUDS
DOUBLE 2x4
ATTACHED w/ (2) 16d TOENAILS AT EACH END
SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 W/ (6) 10d x 1 112" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
—2
WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
3" 0/
2x CRIPPLES @ 16" O.C. (2)
@END OF HEADER. SEE
2x PLATE 12d TOENAILS.
STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) SILL W/ (2)
OPENING LARGER THAN 4 ft (2) 2x
�11 TOP SPLICE
010
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
INFO.
(2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE W/ SIMPSON LS30 W/ (6)
END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
2x CRIPPLE AT EACH END OF
1 Od x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
OPENING NAILED TO STUD
r8
IS GREATER THAN 4 FEET 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) 10d 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
d�>
EACH END REQ'D JAMB INFO
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
Q1__1
2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d 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
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 1 Od NAILS @ 8'. o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ WOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM
2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 1 Od NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM 69
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seaL
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRY�LO:K
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
VANDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK---\
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOWBUCK
I NDOW BUC
ACROSS WINDOW BUCK
D To
AND EXTEND TO
-WINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
S LANT
REQUIREMENTS
BEAD BRIDGING
GI NG
CLADDING AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1. Cut, fold up & temporarily secure)
resistive barrier above header to allow tor
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
DO NO'
BOTTOI
FLANG
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as� # in each detail that corresponds to the
0
numbered items in the list of instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
'"I WEATHER
JE BARRIER &
I
ARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN _,
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOI1
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
�SHING
WEATHER RESISTIVE
BARRIER
@
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
JD
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
'ING I
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
1
(2)
2
§ SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
JOIST
�/SINGLE WOOD BEAM
J01 OW
ST BELOW
SELF -ADHERED S
E�LF-ADHERED
��ERED
FLASHING FLASHING
Q
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
.,I_OP_E_-
V-4" PER PLAN
SHOWER SEAT
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
Z
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V WINDOW UNIT
DOOR ROUGH OPENING -SLOPE FLASHING REQUIREMENTS
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
3/4"-1 "BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
RETURN UP JAMB 6". USE LIQUID
NAIL BRAND OR EQUAL WEATHER EXTERIOR
r 11�71 CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
PROOF CAULKING
of draining to the exterior water that penetrates the exterior cladding.
BUILDING PAPER
SELF -ADHERED FLASHING
WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
SUBFLOOR
other approved water -resistive barrier shall be applied over studs or sheathin
of all exterior walls No
15 as
halt felt shall be a
lied
.
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
RIM JOIST
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
Qwood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MM MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
RUBBERIZED
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING JAMB & HEAD
FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC112811, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2 following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
4
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
I
INSIDE CORNER
is= 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
Ila
stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
7. 7.At built-in clutters.
Water Resistant Barrier
:LF-ADHERED FLASHING
TCH
�HERED FLASHING
I2
4
5
V \V I
PLASTER STOP
CONTINUOUS BACKER -
ROD & SEALANT
4�
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTILEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGLASS-
I_ - - - ____4
�STER STOP
NTINUOUS BACKER ROD
EALANT
vIENTITIOUS FINISH
TRUCTURAL FRAMING
TRUCTURAL SHEATHING
TRIP OF SAF
MNAGE PLANE WR13
OND BREAK WRB
F LATH
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" 0. S. B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
tr
S. 'X�r
C�
's !tL
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SHEET NO.
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Mounting Brackets I10 GaLnQer�
4-lf2'x 4-1 r2'x 2-12'
11 Back Cross 5upporr
(May be cut to 1,iiii
See Anchor Schedule
I IF Right Bracket (16 Gauge)
li`2"Diia�A325Galv
14 Self-Dril ling
A/C Vinit 13�otturn Edge
411111, Hurrlcmemrap
(Tyli 3 in fnint)
Washers
Front Cross Support
Self -Locking Nuts (May be cut tow)
Left bracket ('16 Gauge) 14 Self-DrIlling Screm Tbru Bwkeii &
Back Cross Support Into AX Unit Bottom Side
(Typical: 3 each side for hurricane use)
sL41b.u. trospir-stunui l'-W -ch d" Hiumn- Air 13-
R.h.d Send D=%4.g aivititali tripi incillibi
fee, WA applyl
Florida [)apartment of Business & Professional Regulation
page I or 1
Building Codes and Standards
Product Approval Application Detail
�949
Entity or
Data Dat's
, n
val
TM
version Mainturicaustur.,
Contact Engineer LI-eu. Vallclated By
validated Sub.IU.d
�Rw'.
Ap. I
Appra�a
Monte
Affi-etI.n
M20 sun it Vent P,.d-t, Ind
MIch.1 Grahern H.rni N-oP.E. Locke B-dan RE
1211812020 12Jl6nIx0
1212812020
Approved
Cat�ory: SwAt. at Cornp.ndirts,
(&77) 441-6368 PE-73778 (334)300�1800
SubCatego W. Products Introduced as a Result of
unfoosmart"Addrin
NswTechnology
Ciampt... Mi E,,aluand, Report from .
Florida Registered Allhift.t.1a Licensed Florida
Professional Engines,
F1,98224plPir.ducts
Appro"dirolUeo Approyod
for use
tanned
Coati
it--
or N
!���atxs
Product D .. riputict ra in HVHZ
Outside FIVIFIZ
assistant
lonessurna
I
=dgll asurabor
Mod 1 #15 510
Dual Function Flood Venn�ila on Vent 1Mti
yes
yes
NIA
-100x100
2
S Wart Model 41540-511
:rd
Due Function Flood id Ve latonvent IM1/2023
Y's
Yee
WA
+100A100
3
Smarti0ont Model #1 ��520
rc,u:::edFqodVdnt 12J3112023
ye's
Ys
NIA
�10 f-lDo
4
Sm itVard Model #1540-521
so Flood Vent 1213laM
Y
1:
MIA
" 0 Isloo
5
a rn t Model 41 54�524
FI'pdV"t 12MI=3
Y.
Y
NA
N;A
6
1V.1t Model 01540-570
Wood Wall Insulated Flood Vent JMV2023
Yes
Ys
NA
10 )`1DO
7
S_dVsntMcda[#1S4057
14.58quot: Gouge Door nood Vent IMIM23
as
.a
NA
M/A
Florida Departintent of Business Professional Regulation
Pass 1 of
BUNCH ng Codes and Standa rds
m4rDZI
Product Approval Application Detail
a
Enfity or
Isaile Data
pol. Pending
it".
voreirs" Mannufacuni
Contact ErWno,r Udianxis Validated Ent
validated Suounitifid
FaC Aribrinial
R,,,,-d
aid -
Revision
2020 Drexel Metals. Inc.
Jason Shumate Zachary R. Priest i Bood.n RE
08flCY2020 4MID912020
081201'2020
1 Dil?J2020
Approved
Category: Rocfg
(502i 3a2_15li PE-74021 (3341300-1800
SubCategi W1.1 pooling
hih,unalso-me.com
Compliance Method: Evaluation Report from a
Florida Registered Archleck or a Licensed Florida
Pr.r._r-al Engineer
FL#17612-1411
Pradi
OU.11tvASSLITWce
Approved for Use Approwd
for Uso
impost
restart
$04
Product Model, Number or Name
Product Description Contract Rxiirialou Do[.
In HW
outside HVHZ
Resistant
Pressure,
1
Drexel Motal R.,firg Sy,tern,
DM I 10ONS, UNIC 15088: UNG 17551 QMC 2008, 12131RO25
Ys,,
No
NIA
01-180
DMC; 5V
Florida Department of Business & Professional Regulation
Fxge 2 cr4
Bualcling Codes and Standards
3RaQ23
Product Approval Application Detail
"'N,"A
code
Entity
Data "a
Date Pendirad
Date
Type
Vari filausufabounar
Cqrt-1 Eirsainsair & Lipstins, Validated Ss
�Iidaapl siulurnittad
FBC A .... val
Approved
status
R.vis or
2020 Therma-Tru Corporation
&love Jaspers. Lyndon F_ Call trildt. P. E_ Ryon J King. P E
041612021 12,t3l/2020
04i=021
0510842021
App,-d
caftug.": Sited., Door,
(800P 84Z-7625 PE-43405 481M 76T_6156
3uIpCa1ao0ry:8wIhdivg Exterior Door MactriblUes,
gJapPorsonathenratru.c,
Con"Plis"a Method: Evaluation Report from a
om
Florida RegistersdArchitept or a Licensed Florida
P,ofe.I..l Engineer
FILA2040111-115
product,
A,,r,-d for Us, suningiscol for use
lan'spit
Das,ip,n
sprite, , N,,,
Product Desadisti. in HVHZ
outside HYHZ
R-i
p .... vra
1
Ftmr-�Iassis and Smuoth-as,
Nominal 6&.#39:5 Squotlinpact8quot: Opaque 12nIiZ02fl
No
Y.ai
Yso
NrA
Composite Edge Fiberglass Single Door
(in sWir�OUdiWtrl X =figuration)
2
b. Thuma-Tr, Foau-31-so and
Ni 5&#W:B 1ductlurpioMquot: Opaque 12131rZ028
No
I'as
Yes,
N(A
C" "'te Edge Filial Single Door vMh
Sidi lIns#siQJOUta'xAflg XO. OX Of OXO
ocinfiguration')
3
Themia-Tru Filber-Clawc and Smooth -Star
NcmInaI6':8 6quot:lmpact": Opaque 12ni/2026
No
Y.
Yes
WA
Composite Edgis I'litaingf- Double Door with o
'!ithcut Satellites (InswingfiOutaxiving: XX or OXXG
computations)
4
d- Therms-7ru Filber-Cluad and Sootln-ear
N-1-1 a':0 1ho-Linitapill,.quipt: Op.,- 12)3112026
No
Yea
Yea
NfA
Compotto Edge Fibe,gaw Single Do.,
It
(Inwing(Oulsving; X cortgunetort)
5
s. Ths-..Tlu FlIvar-CItasic and Seioctlr�81ar
Numnal 8'Q &q.olimpoduild-t: Opaq.e lmin`326
N.
yan
ysa
N/A
Con,posil. Edge Filderia.- Single Door ilh
SIdelli XO. OX . OXO
cont"'uniti,ri
6
f. Thenme-Tru Fider-Cl.sid and Srl
IN 12f3l/2026
68#39:0 op.�e
No
Yes
Yea
MIA
Czinal
posits Edgel'ibergi Double D-ith r
,,ith out Sidelitso 41naxingiCurteming; XX or OXXD
coifigunition.)
7
g- Th.--T,u and Sondeth-S!,tr
N IM112026
N.
Yes
yeat
WA
C:posite Edge Fibergleas Single Door
(IuSV,1ng(0cS-,ng: X edmiggiostion)
a
h- Tha-a-7ru Fiber-Clax,as and Sruanth-Stor
Neruircil 6':8 ":Impdqt" Glued IMIR026
N.
Yes
yas�
N/A
Composite Edge Fiberglass Single Ddor.fth
Sidatit.(s) in-Ing/Out-ing: XCI. OX or OXO
conifigurallp-1
0
1 Tharma-T,u Fild-Cl.solic and Smouln-Suar
Nominal 6g#39:8 &.quourninatcliduct: Glued 12(3112026
No
Yea
Yea
NIA
Compeelt - Edge Fiberglass Double Doervoth
,utlhp�t Sidelites ilusadugJlDut�ing; XX or OXIC.
configWratip,S)
10
1 Themne-Tru Fiber-Cles5ic and Smadio-Star
Norninal a':0 aacuot31mpect5cup Glazed 12,i3112026
N.
Yes
yed
N/A
Compose: Edge Fiberglass Single Door
(Insv,1ng1OUq;-#Iug; X contgurelon)
11
K. Therni Fiber-Clusad and Smooth -Star
Nominal aagsi;0 &quQl:1m;q.cL&dupn: Glazed 12�31/2026
No
Yes
Yea
N/A
Compo Its Edge FiberglassiShide- Dooryelth
Biqxsits(,� in-u-glOut-Jug; XO. OX., QXD
configI.ir.H.-I
12
1 Tharma-T,. Fither-Clauk, and Sirruxth-Stur
Nominal 88#39;0 &.Cpdt;ImP.a8qudt Glazed IV3V2026
No
Yas
Y's
NIA
Ccrri Edge Filqargas� Double DoorwIth or
v!ithout Sidelltas Onsiding/Outsaing; XXcr OXXO
parliwi-Itianxil
13
m. Ther-a-Tru Flbc�Cleaau, and Gm,sh-Sts,
Non,ins! 6'8 Scuniot:ImpectilWort, Glazed IMI/2026
A.
Yea
Yu
NfA
Molded Open Compoante, Edge Fiberglass Single
Do" 1rngiOutavrng. X configuration)
14
r. Ths-e-Tni Pinher-Clasdc urid Sn,ocn-Ster
Nominal 66#39;8 800t1hip-micruct, Glued 12r31UT026
No
Yea
Y_
NIA
Moided Open Composite Edge Filbergi-s Singla
Door �Ith Glued Molded Open Sidellb,fe)
�IIuq/Outswlug; XG, OX or OXG onfiguratioris)
15
o- Interri Fiber-Cimsu, and Smoddr-Ster
N-1-1 6Ɗ &qcu,1;lmad&qub[: Glazed 12)31/2026
No
Yes
yo.
WA
Molds It Opsn Composts Edda Fiberglass D.bl.
Door %idth nthout Gazed Mol Open Sidelft-
�IuWrg,`Outsvving: XX or QXXO configurations)
16
p. Ther-m-7ru Filusur,Causic and Sumpoth-Sar
Nominal 6':8 &qUot:IroiddtkIuqt� Opaque IM112026
Yes
Yes,
NIA
Comp. It. Edge Fibargl Single Co., ith
Molded Open Sidellpet(s) inswinglOccavIng X0. OX
or OX0 configurstii
17
q. The-Tru Filb-Caussic and Smopth-Stor
Nern-I 6',8 &q.xt:Impa,d&qi Opaq.. IM112026
No
Y.s
yes
NIA
Composts Edge Fiberglass Double DIi or
"itholit Glu�d Moped Cium Sidelites
�Insa,n groutsvirag; XX or QXXO sonfigtIrations)
Florida Department of Business & Professional Regulation
Rog loft
Building Codes and Standards
1�021
Product Approval Application Detail
code
91111Y .1
Data Date
Date Perdinnot
Date
IY22 VorsiQn Manufacturer
Contact E.niraicr & upoins.
Validgissi By
Valudstad Submitted
FSC Approval
Approved MAUS
Revision 2020 POT Irridi
Jers R.povsul Mfinum-Did. SCCO - CER
Mtom-Nd. BC'CO - VAL
1IM512020 10126r420
IIQ4=20 Approu,ed
Category: Psi.,- D.o.
(941) 480-ClOO
J66) 315-2590
SucCalagary: SiongEsteror Doer Assemblies
jrda�sid@pgrtindusmesc
Compiler- Maul Cdiffic,slian Mark . Lli
om
PL#211-liw Priaci
Quality Assurance
Approwd f.�jr Use
Approinsi for Use
laroast D,,I-
Sed 4� Productfs slAumbororNam,
Pirci D .... lotion
Cbotf�t E Faupax Data
In HVHZ
Outside HVHZ
Resistant lat.t
9 SGD-5S70 �La 'go Missile Impapit
Vint,,i Sliding Gleas Door
Yes
Yu NIA
March 6, 2023
PRODUCT APPROVAL SPECIFICATION SHEET(2023)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project fbr which you are applying fbr a
Ca tegory/S ubcate gory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Ex.p. Date
1. EXTERIOR DOORS
ITherm
lFiber-Classic
A.. SWINGING
aTru
and Smooth -Star (NON -IMPACT)
FL20461 � 1
+67.0/-67.0 psf
12/31/2026
The rrn aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2026
The rTn aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2026
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-020&03
+38.7/-3,8.7 psf
4/14/2026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/810018200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12131/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248. 10
+30.01-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7);
FL8248. 11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
NIA (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0/-60.0 psf
10/8/2023
PGT
Series 5500
Fil 239�2
N/A
7/30/2025
Pella Corporation
Series 10/20
FL11206
+35.01-35.0 psif
�6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60.0 psf
6/22120.23
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/16/2024
Pella Corporation
Series 10[20
FL11161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
WA
5/25/2031
C. FIXE D
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
NYA
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows, and Doors
Series 5764
FL153512
Ni
12/31/2024
PGT
Series 5500
FL26 1. 1
NIA
5/2612026
E � OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
FL13192.1 - FL13192.2
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/301,2023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
Ni
12/16/2025
B. UNDERLAYMENTS
Tamko (fbr Shingle Roof)I
151b Felt Underlayment
FL12328
NIA
6/29/2023
Plyglass USA, Inc. (fbr Tile Rii
POLYSTICK TU MAX
FL5259
NIA
12/23/2023
C. ROOFING FASTENERS
NOTUSED
D. ROOF VEN11LATORS
Thom ps on A rc h M etal Com p.
Off Ridge Vents
FL16918A - FL16918.4
WA
9/9/2026
Florida Metal Products, Inc
Vent RVIO
FI '21581
NIA
12/3112024
Lomanco, Inc
DA4 Exahust Vent:
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING 11LES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/3112025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+01-180
12/31/2025
5. SHUTTERS
A, STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL1 5076.2
NVA
12/31/2023
All American Shutters & Glass
Galvanized Steel Storim Panels
n 4
FL17869. I
NVA
12/31/2023
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B., TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1 999A
NIA
12/31/2024
MiTek Industries, Inc,
Truss Plates
FL2197.1 - FL2197.5
NIA
12/31/2024
C, ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
NIA
10/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630,15
NVA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
5/25/2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbrmation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE DATE
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 3
1125r2022
Cap[-
Data
Date Rend I.
TMbe
Versio Manufacture
Contap &License
Vallglartucad
valoallp-d Submitted
FSC Approval
Approved
Statu
Ria,,ison
2020 Thenma-Tru Corporation
Steve Ja.pernson Lyndon F. Schmidt, RE-
Ryan J. King, PE_
07�23=0 07i12J2020
07/291202()
1011312020
Appi-oved
Category: Exterior Doore
(800) 843J628 PE-43.409
(813) 767�6565
SubCatigody: SWriging 9cbi Door Amenities
sjpasper-ingth-untru.c.
Corti lance Method: Evaluation Report from a
in
Florida Registered Architect or . Licensed Florida
Prof-lonal Engi-
FL*2047DA3
Produ
Quality Assurance Approvedlici Approvedforils,
Impact
Destar
San It
Eroduct!o elNumberorNsurrus
Preaduct Deincriptiori
ContrastEiri
Date in HVHZ Outside HVHZ
Resistant
Pressure
I
is horm ru I bar,rIstuid and 6-th-ster
Nominal W39;8 &quo0mpstct&quqt: Opaquxx
12,3
Yes
Y-
Yes
NiA
Compotale, Edge Fiberglass Single Door
(I n%,ingJOdsvAng; X configuration)
2
h. Tharma,Jru Pituar-Classid and 8mooth-Stair
Nominal &W9.8 9quetImpabbi,cluot Opaque
1n112022
Yes
Yale
Yea
Ni
Composite Edge Fiberglass Single Doormth
Sidi (InswrigiOutowng: XO, OX or OXO
configurations)
5
1, Therma-Tru Fiber-Caneic and Smooth -Star
Nominal 6&#Sg;6 &quct;Impusdt&qupi Opaque
12)51M22
Yes
Yes
Yes
NIA
Composite Edge Fiberglass Double Door %Mth or
Without Sidelites, (InsohnVOuntisvoirl XX or OXX0
configurations)
4
d. Therma-Tru FI ber�Classic and Smooth -Star
Nominal 5'0 &qudt;Impact&qi Opaque
12J3112022
Yoe
yse
Yea
NfA
Composite Edge Fiberglass Single Door
It r swriglOuthroting; X configurartuou)
5
is Thisuma-Tru Fibsu,CI.isi. and Sm-th-St.,
N.'i'. 18 0 &quxq[Jnip.ph&qudd: Opaque
1 Ml)2=
Y_
Yes
Y_
NfA
C.mP.6' -
'.Edii Fiberglass Single Door,,nth
Sidi (hnswnalOutsivinng; XO, OX or OX0
configuration.)
6
f. Thisr-Tnu Filb-Classud and Edictal
Ncimiral "Inmxut&qucd. Opaque
12131M22
Yea
Yee
yes
NfA
composite Edge Fiberglass Doubts Door Win or
wth.utSdeites (Ireroxing/Out-ing. XX., Ok*
configurations)
7
g. Therma-Tru Filitar-CfausgIc and Smoth-Star
Nominal 6&939;8 &quctIm;xpct�ucrt Glazed
12f3V2022
Yea,
Y-
Y..
NfA
Composite Edge Fiberglass Single Dob,
(I mquing/Oliteving; X configursal
a
h. Therinnot-Tru Fiber-Cliassud and Surropith-8to,
Nominal 04#�19;8 aquot.Impect&cludit Glued
12)31,`2M
Y_
Yes
Yes
NIA
Composite Edge Fiberglass Single DcrAth
Sidolito (a) flowng/Ourievving; XO. OXor OX0
configurations)
9
i Therma-Tru Fiber -Classic and Smooth -Sour
Nominal W39 s &quo1rtmpact": Glazed
12J$112022
Yes
Yes
Y_
NIA
Composite Edge Fiberglass Double D.o,Wth pit
vdfli Sidelites XX or OXXO
-figuradicirs)
10
j. Theml Fiber -Classic and Smooth -Star
Nominal 89#�ai) 8Lquxdt;Impad&quph Glazed
1 V31 M22
Yes
Y.s
Y_
NIA
C omposide Edge Fiberglass Single Door
I rxving"Out-ling; X configuration)
I I
It, Therma-Tru Filder-Classic and Smodi
Nominal 8&939;0 Buquotimppet&quat; Glazed
ID3112022
Yes
Yes
Y..
NIA
Composite Edge Fiberglass Single Door vvith
Sidi �nawnglOutaviring, XO, OX or OXO
configurations)
12
1, Theme-Try Figer-Cargraic and Smooth-Sbar
Nominal 8'0 6,qucxt;hmpauqL&qvoi; Glued
12J31J2022
Yes
Yea,
Y.a
WA
Composite Edge Fiberglass Double Door with or
Without Sidelites (Insaving/Ouramoing. XX or O)Q(,0
configurations)
13
In Th.-..Tru Fibisr-Cassic and Shrud.th-St.,
Nominal 6g;S 11quothinipactiquat Opaque
1213112022
Y.
Yes,
Yes
NIA
Composite Edge Fiberglass, Single Doo-th
&q,ot;Ncxn-Irdp.pT&qupd; Sidelli
(F "isroing/Outenving; XO, OX orOXO configurations)
14
1, Th.--T,u I'lls-Cla.sio and Smooth -Star
Nominal 6's aquotmilp.d&citift Opaque
12J3112022
Yes
Yes
Yes
NfA
Composite Edge Fiberglass Couple 6.orith
aquoI;Non-lmpe,qt": Sidelites(InownglOut5wrig;
OXXO Configuration)
15
o Tharma-T. Filbqr-Clinssic and Sirrinoth-43tar
Nominal 8'.0 &quqxt;Impact&clqo1. Opaque
1 2J31 2022
Y-
Yes
yons
NIA
Composite Edge Fiberglass Single Door With
9cluct.Non-firripactiRcluot; Sx9flta(a)
(Iqswng/OurawirQ;XO, OX or0XO configurations)
is
p. Therma-Tru Fliber,Clossic, and Smooth.Star
Nominal 8':0 &qWt'IrdpQct&qupp; Opaque
17J31 172022
Yes
yes.
Yes
Ni
C.'Posirs Edge Ftb.rgl... Dout ple Door mth
"Non-Imp.cI&q..t; Sidislitia.flinsa'Ang/Ourta'A'g;
OXX0 configunatici
17
q Therm.-Tnu Fib.,Cl...i. and Enrun.th-Stair
Nominal 6'8 "Ncn-Impast&xquxot, Opaq,e
I M1 f2C22
Yes
Y-
No
NIA
Compic.11. Edge Floargetus, Single Door
lints'Minglocitswing; Xcoffiguration)
15
r. Therma-Trul Fiber-Claxosic and Smooth-8tar
Nominal 8'8 ":Ncr-Im;dact&qudt; Opaque
12131/2022
Yes
Yes
No
Ni
Composite Edge Flbargl Single Door vvith
sdelb"(3) (Innavvingloutaomrig; xo� OX a OXO
configurations)
19
d. Therma-Tru Fiber-Classid and Smocilh-Star
Nominal 6'8 &quc�Non-ImqaqMquot.. Opaque
12)31f2i
Yes
Y_
No
NfA
Composite Edge Fiberglass. Oci Door Wth or
Wthout Sip6ites; (InswnglOutswing, XX or DXXO
configurations)
20
t Themna-Tru Fild-alassid and Smoth-st.,
No minal 88#39,0 &1fuctNon-Inp@dt" Opaque
12)3112022
Yes
Yd,s
No
NIA
Composite Edit I
F beglaots Single Do.,
n -A irg� X configunrimirl
21
u. Therma-Tru Filber-Classid and Smoorth-Star
Nominal 8;0 &quqiLNon-lmpad" Opaque
1 n1 12022
Yea
Yea
No
N/A
Composite Edge Fiberglass Single Doorwth
Sicli (lusnpArefOutswrig; XO, OX or OXO
conflaurationst
22
Tho-o-7. Fib-Cl.s.i. and Smoth-Sinir
N min. I 8&4S9�0 &q.cit;Ncn-4,p.q&q cd, Opaque
12)31)2C22
ya.
Yea
No
NiA
Ca mpost" Edge Fiberglass Double Door Win or
,Ioth.ut S delites, (InsarrigiOtitswing: XX or OXXO
configunations)
23
w. Therrinsi-Triq Fiber-Cipstiq and Smooth -star
Nominal OW9,8 &qcvtNQn-lnrpadI&quQi; Glazed
112W/2022
Yale
Yes
No
NfA
Composite Edge Fiberglass Single Door
(Inexivir"'IfOu"wing. X poinfiguration)
24
x. Therma-Tru Fibe,Classix, and Smooth -Star
Niurninal WWS &quprLNon-umpact&qUot; Glazed
12/3112022
Yes
Yes
No
WA
Composite Edq� Fiberglass Single Door Mth
sidelitecs) (I XO. OX pr OXO
podifiguration's)
25
y. Therml Fiber -Classic and Shlooth-Star
N.mi,.] 6&039;8 &q.opNerr-Impzuq1". Glazed
12J31r2022
Yes
Yes
No
WA
Composite Edge Fiberglass Double Door With or
Wth.ut Sld.11t.s (InsviingfOut-ing; XX or OXXO
d-filiwation.)
26
q. Therri Fiber -Classic and Smooth-Stor
Nominal 8&ft3g;D &quo1;Non_Impac1" Glazed
12131J2022
Yes
Yes
No
NIA
Composite Edge mbsugleas Single Door
OnsWrig/Outswing, Xiddsinfigurartion)
27
do Thermal-Tru Fiber-Classid and S-th-Star
Npunlinal S8,#39;08quot*,Nod-Impauft8qucA; Glazed
12r�lj!2022
yeas
Yes
No
NIA
Composite, Edge Fild-91... Single Do., with
Side[ Its(s) (I nvoii rai ra; XO. OX or OXO
configurations)
28
zi Thermal-Tru Fither-Cloodic and Smooth-Ster
Nominal 88ff39:0 Glwad
1213112022
Y
Yes
No
NIA
Composite, Edge Fiberglass Double O.id, Win or
Wthout Sidelites, (IrsWd9,`Outs%nnl;;'V'or OXXO
ocirifig-tions)
Cod.
1Y2R vrinsiono
M.Mlance.bar
Rew.icn 2070
MI Wridws and Doors
Category: Extenor Doors
sulticatenjoric Sliding Exterior Door Assemblies
Compliance Mothopt Evaluation Report from a
Florida Registered Architect or, Licensed Flonda
Professional Engineer
0
Prippiuctillodill. Nursing, or Name
1
S PRIES 420ALUMIN" IM SGD
2
SERIES 420ALUMINUM SGO
3
SERIES 420ALUMINUM SGO REINFORCED
4
SER�EG ALUM�NUM SOD REINFORCED
5
:20
sER ES 20AL-UM NUM SGO REINFORCED
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entltv oc
Enrim4 Lt..... Valici Ov
Brent alunger Lots Roberto Lomas Steven M. Unch, RE
(T17) 355-3300 PE-62514 f717) 317-8454
b5itlingergunla,doom,
Product Description
SERIES 420ALUMINUMSGD QXO
145 3A"X80" NON -REINFORCED
SERIES 420ALUMINUM SGD OX XC,XX
36&q. d;.8lJ&quqt; NON -REINFORCED
SERIES 420ALUMJNUMSGD REINFORCED OXO
145-314thquoto,068,quot;
SERIES 42CALUMINUMG3D REINFORCED OX
XC' - XX96&quqt;x96&quoI:
SERIES 420 ALUMINUM SOD REINFORCED X)C(
143&q.dl;�W&Wol.
pass I of 2
11512-021
ad. Data oaa Pending Date
V.1idat.il Sudbunittexcl F BC Ann roval A,,m- Status
IMEM20 1003612020 10119/2020 12tl5/2020 Approved
Quality Aspurairl
Appro,ald for Use
Airpir-il for Lisa
Impact
Diielfin
CwtrWI Expiration Date
[in HVHZ
CwtAd. Hyliz
Fulsivicall
Pressure
1MV2024
No
Y.
No
NIA
12J31/2024
No
Yea
No
NA
12131IJ2024
No
Yes
No
NfA
1M1f2024
No
Yea
No
NIA
12J31r2024
No
Y.,
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
pass i of 2
IM120121
4141440
9&a
Eptity or
2" Data
Il P-dinis
Daft
TYI)e Version Milnufacturar
Contact Stal-ir A License
Vailliclarad k
validated SulorrIttod
FOC Aporodial
Approved Status
Rs,A.I. 2D20 Wsry-Daltz,,. dMid. `O-mud Door
D.syne Kurdish Join E, scate,
Jeffrey P. Arrascin, RE
I )11212020 09429M20
10MI2020
12115/2020 Approved
Corporation
(330) 793-8121 PE-5-1737
(W4) 821-9200
Category-. Exterior Door%
dkom ISh@,xay'a-d,iIftcn.c
SubCol.g.ry: Sectional �xtan.r Dool-Assarml
in
C."n" .M.11hod, Evaluation Report from .
Florida Regi steredAtclutectorris Licensed Flands
Plofesslorall Entilnear
lil."248420 Noducts
Quality Assurance
A .... visid for U.
Acloravoul for Use
I -el east,
S-09 Product Model, litimillper or Nam
Product Description
contact Expiration Date
In HVHZ
0111101VIII
Resistant Prsa.,.
3 8DOW81DO16200 #1105
DWS: Nu .1i I 403S, Max, height. GI-ing
12/31i!2�3
No
Y,
'es Do
00010 In top or Intermediate section,
10 W00,81 0015200 01123
IS 0U. Max Addi, i 48xW; MeX height. 01saing
12131QQ23
N.
ya.
Yet
availatilis in top or Intourivediate section.
11 WOW OW620D #1124
1 5'r Max Idth. 148#39: Mae height. Gluing
12/3inD23
No
ya�
Yea
available In top ., intsmuediat ... ati.n.
Florida Department of Bus4ress & Professional Regulation
Building Codes and Standards
Product Approval Application Dellail
Code Entity or
T"'no Version Manufacturer Contact enannesel,s License
2020 Curres Division TAAD'3L To. Rattey U L LLC
Category; Exterior Door. (641) 494-281Z
SuliCaegi Eaeor Door Components tornsidtaye.1-cly.c.
Compliance Mothoull: Centiftation Mads � Listing In
FILis,11537,911 Products
a-- # Product Mind. Nuarber or IN- Product Duairtion
1 60 T, 707: ?2T 747, 75 T 17i . n d &4 7 Single and Pairs 0 Flush, Glued. and Louvered 5rugle and pairs or
D.ra hollm Metal docia.
validated By
Troy Bishop, P_ E,
g5,I)S47-0880
Pass, 1 oll
1532021
Data Dere Dat. Forcing Do".
validated Submitted FSC Auxurn,ral A,b,,v,d Bid-
1211G(2020 12131t2020 12(2117020 Ppp,-d
Apianyloed for Use Approvsd for use 111clutial ovallin
I. HVHZ Outside HVh1Z Resistant Puss...
12J31/2025 ye, Yea Yes NYA
Florida Department of Business & Professional Regulation
Building Codes and Starsdards
Product Approval Application Detail
Psge 1 of 2
I rf2D21
Cod.
audit, d Dat. Data
cars souping
Data
T Vars- hilmnirfunclu,sir
portent Suit- & Lio Validated Bi VAIdi Suarniltul
FSC Arigraniml
Approved status
Revision 2D20 M, YVnd_a and Eccrs
Bart Sitlinger American Architectural Steven M Urich. PE 11)1712029 11117M29
1112712020 Approved
C.0i Windows
(71 W61-3301) M-liflact.v Association (T17 ) tIl 7-8454
StiliCal.tiory: single Hung
ps1Uug.r@mI.d..zm
Compliance Method: Cornflastoc Marl, a Listing
Quality 4ssurance A .... treat for Usu,
Approved fur Ues
lurrattit ushin
See A Model, Number or Rainne
M.",
Contract aeration Date In HVII
outside HVH
Rahslanarit Pressure
2
52x72 R r/Fleinge Frome, IG�SG Single Hung 10/1081202� No
Yu
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Led-li Glass
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1 0)07�2021 D91 W2021 10113)2C2l
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(800) B43-762B PE-43401i) (813) 767-6555
Affirmation ZD20 PGT Ind-ti-las,
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Ravam 2020 MI Wndm* and Doors
Brent stringer American Architectural St .... A. UrIch, RE
M le.t.ners (717) 317-8454
IWW2070 10006t2020 1011212020 App-d
R.,A-1 n 2020 MI Wind-e-d Do.,,
Category., "clonvs
Brent Sitinger Arron- Arch 2e.W.1 St -in M. Un.h, RE 11127i2C20 lif2mo2o lla&'2020 App-ol
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(941) 48r-(l (786) 315-25aO
jrosW$k1@pgondustncs,G
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Subcategory-. Horizontal slider
(717) 365-3300 ... Aseal
ItutIIng,r@m*d-mnn
Subcategory: Ruled
b,Itflng.hA_.i-d.ccM
(1) -0 0
Cc plance Method: Evaluation Reportimm a
m
StuhCafieg.ry: single Hung
Complia-laidth.ol: Certification Mark Listing
am
Compliance Merrill Certification Mark cir Llating
Compliance Method: C.-fificati- Mark c, Listing
-0
Plo'rkta Registered Architect are licensed Florida
or
= 0 0
=
_a
Professionaul Engineer
P 0236-R2111 Product
FL#15351-RIII Prod,ol,
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Products
Coati, A-urentas Apicuraviolfor ties Aamovaid far Usis [,,act D,,i,n
Quallu Assurance
Amaroved for Us. Impact caption
fillm-ed far Us, Irmoa.t Doskin
0 21 = 0
3:
Product Description aspiration =a In HVHZ outside HI Resistant Pressure
a-- # Product model. Number or Ner".
Priturect Dan,cirmilial Cophrad Folbration Data
In HVHZ outside 4VHz p.sistant Pness.,
taq A Product Model. Number or Me-
Product Deascrti Contract Expiration Date Ili HVHZ outskI. HYHZ Itesistant PreMure
(--
Quality Assume n
ca Appra�d for Um
Approved for Use
Impapt
resign
fii-a # Product Model Number v Name
cormaref
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Product Model, Number or Name
Product Description Contract Expiration
Date in HVHZ
outside HVHZ
Resistant
Pressure
2 SH5500 (Large U,cfle lrnpaet�
Vinyl Single Hung Windlov, 07130MO25 Yes ya� yes NIA
I HS 166 Fir, end rang. Flarn.
73.62 I ra.l.t.d Glass 021l8n024
No Yes No -55/-55
1 185 PW
73 ,t Glaa. OV03/2,323 No No
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1
a. Therma-Tru Fiber-Glassit, and Smooth -Star
Nominal Wn:8 &qubtNorr-ImoaGt" Opaque 1 W112022
No
Yes
No
NJA
%+-
0
M
>
Ccumporsita Edge Fiberglass Single Door
0
-0
2
b. Therml Fib -Classic and Smooth -Star
(InswingfOutsving; X conflituration)
Nominali6U39:0 "Non-ImpaaAquot; Opaque 12)311=22
No
Yes
No
NA
.U)
E=-
p,
Composite Edge Filberglasta Single Door with
a)
(D III
-
SidI (InsvonglOusl XO, OX or OXO
U) -,..a
0_
onnfig-ti.n.)
3
o Ther-Tru Fither-GlassionndSmooth-Stair
N.mmall 6UZIS:8 &quclt'N.,-ImRad8,q.dt, Opaque 1213V2022
No
Yes
No
NIA
M %+-- --0
Fiberglass Composite Edge Double Door,Mth or
�--
E- U)
<
Wth..t Sid.lit.. (In-nigiOutavving� XXo,C)=
-0 .
bonfigurations)
4 d. Thern-a-Tru Fib-Classin and Smooth -Star Nominal 7&039;0 Squot Non-ImpactSquort, Opaque 12131f2G22 No Yes No NIA
Composite Edge Fibergi2m Single Door
5
a Therma-Tru I'llper-Cassic and Smooth -Star
�Ins-MrigJOurtswing; X configuration)
Nominal 78039,I) "Ncn-Impa5t&quat; Opaque 1213rl
No
Yes
No
NIA
Composite Edge Fibeuglass Single Dobi-with
I
I
Stdlalite(�) (InevvingiOutsWrig: XO, OX a OXO
Rohnfigunkfions)
t
a
I. Ther-Tru I'lo-Classic and Smooth -Star
Nominal B'Daquot;NonImpaot&qucA; Opaque 12/31r2022
No
Yes
No
NIA
Florida Deportment of Business & Professional Regulation P ... tart
Florida Department of Business & Professional Regulation
Paget &I
Florida Department of Busfirl Professional Regulation P.S.1 &I
Composite Edge Fiberglass Single Door
Building Codes and Standards 1542021
Building Codes and Standards
I Flf2021
Building Codes and Standards 102021
(In-Ang(Outsvving: X periffig.cabi,m)
7
g, Tharma-Tiv Filb-Classic, end Smucth-Star
Nominal 8'iO4qluot,Non-ImpesvL&duot; Opaque 1213112022
No
Y
No
NIA
rornp-be Edge Fillpi-gl-aigh, D-r Wth
Product Approval Application Detail
Product Approve] Application Detail
Product Approval Application Detail
adefire(s) 0 rawaglOutawng; XO, OX or OXO
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-Star
Composite Edge Fibergest, Doubts Door vAth or
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Ir- vemlon Manufavninr
contact Erel & lJosur, Vtjoetied 13� Vaild,Wd Submitted Fad Aao,y,l A,a,,e,d slad..
Im Version Manufacturer
Corded E"ip"r 411, tholuese Validated 8,
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Was Version Manufacturer
Contact Engineer & Lcerra Validated lay Validated Submitted FOCApprothill Approved Ell
configurations)
9
i. Therma-Tru Fiber -Classic and Sprooth-Ster
Nominal 8':8,9,t4uotNon-fmp�-t&quc�t, Glazed 12i3112022
N.
Y"
No
NIA
Affirmation 2020 PGT)ndnat,l.a
J.hs Roacre,ski Miamit0ace 3CC0 - CER klikuni-Dode BCCO - VAL IIM)2020 11105r2020 1111112020 Abibr"d
R.,isi.n 2020 Mi Wird- end Doors
Brent Ettinger Lus R I-.., RE Steven M. Urch, PI2
10108�2021) 10160020 10)IW02Q 12el5/2020 Appro,0
Affirmation 202G POT Industries
2.s R.-ski hanami-Oade RCCO - CER Mien*O.dt BCC(D - VAL 1 M5,2(l 11,0512020 1111112020 Approved
Composite Edge Fiberglass Single Door
Category: Wad-'s
(941) 486-0100 (786) 315-2590
cef.gary! Wind.-
(71 7) 365-3300 PE-62514 i717) 317-8464
Category: Wnd.-
(941) 405-010D (7U) 315-2590
tInsvongfOutawrig Xconfiguration)
Sute2vtog-ir: Fk.d
IrosevieskfiCipigitindustreal,
suloCate,gery! muill-
barthingerigmiI
Subcategory: Mullims
J-11,10p9triadustres �
10
J. Th.r.J-Tru Fibel-Classic and! Sm.oth-Stal
Nominal 5':8 iqUotitor-ImpadlIquot Glazed 1213V2022
No
Yes
No
NIA
r.inplan.. 1A.W.d: Catille.b.h Mark � Listing
0.
compliance Method: Evaluation Report tom a
Compliance method: Caftill.b., Mark or Lmling
on
Composite Edge Fiberglass Single Door "'th
norsda Registered Architect Qra Licanseni Florida
Sid.11test (I M-Ang/Out-ing; XO, OX or QX0
FLAZOAA Products
Prof-i-I Engineer
FLAxiiii-Al3farnoduK
11
k Therma-Tru Fiber-CII and artroolln-8ter
configonatens)
Nominal 3&439:8"Non-lmpiapt": Glazed 12i3li2022
No
yes
No
NIA
I
0-101n, A ... rence A,,,v,d for IJ,, Aannovad far Us, hal Deatar,
PI.916U3,116 Products
chu'lits Aa..',.c. A-r-al for U, Aelmovad for Use Inroad D,,i-
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Comptait. E d g. Filb.irgas. Do ub to Door with 0 r
Seca Prodju�t Madel. Number or Name
Product Description Contract Elcallatill- Date In HVI4Z ouitaild, HVIH Resistant Pressure
as"Ilt, Product Modal, Number or Nam
Product Deseriptioii Contract Expiration Date In hVHZ Oulickle, HVH Resistant Pressure
without Sidellbas �fnswfing/Outawpg; XXor OXXO
5 PW-5520 fLarg. Mksl. Impact!
. .
Vinyl FL-d Wnd- 04,30/2021 Yes Yes Y MIA
Quality Aswranca
Arronavaciftrij- Alacru,"d far LITO Majoad Gaston
1 M.111.a for -All Doors and Mnd-a
Numinurn Itturlon. 05126/2023 Yet Yes yet N)A
configurations)
5191 Pral-till.d.1 No.b,r,,N,-
Product Da-dil C.rqm��D Mt.
in �ttZ outside HVHZ R,sl'thud Pro-
12
1. Therne-Trut Fiber -Classic and Smooth-Sta r
Nominal 7Q;0&q..tNtM-1mW.Aqu.t: Glazed l2i3lr2O22
No
Yes
No
NIA
2 784
Varreal Al.rrirom Mull-
No Yac Y K/A
Composite Edge Fittergrarat Single Dwr
(Inewngfout-hrigr X olonfig.ratitl
13
- Th.rm.-Tr. Filb-Clats-rd S-th-St.,
N-i-I 7g;C&R1t;Nonlmpact&quo, Glacred 12,13lJ2022
No
yea.
No
NIA
Compoloure Edge Fibargash� Single Doorvoth
Sidelfte(s) (InswingtOutevving, XC: OXor OXO
configurations)
14 r. Thermal.-Fru Fiber-CLassit and arackath-Star Nominal 93k#39:Q"iNon-Impapeiquc� Gkized 1213112022 No yes No NIA
Z
Composite, Edge Fiberglass Single Door
(ImpAiIngfOults-Ing: X configuration)
15
n. The,ma-Tru Filum-Cla- and arn-th-Sts,
Nominal 8'0ikqJot.Non,Impact&quoI,.. Glazed 1213112022
No
yes
No
NIA
Composite Edge Fiberglass Single Door wth
ad.lhe(z) (InswinglOut.vvinq: XO. OX or QXO
Florida Department of Business & Professional Regulation page 1 or 1
Florida Department of Business & Professional Regulation
page2V7
Florida Department of Business & Profassioral Regulation page 3 ,f4
15
o Thermal-Tru Fflber�Classjc and Smooth -Star
configurations)
Nominuil U#39;C8quot,Nor.Imipact".. Glazed 12/3112022
No
Yes
No
N;A
Building Codes a nd Star ridards. 102021
Building Codes and Standards
l0fflro21
Building Codes and Standards ,316122023
Composite Edge Fiberglass Double Door Will or
wthout Sidelites, (IrswpgfOuiswingLXX or QX,XO
Product Application Detail
Product Approval Application Detail
Product Approval Application Detail
W
configurations)
Approval
17
q. Themina-Tru Fbe,-Glas- and Smooth-Ster
Nominal W3g;8 &qJot:Non-lmpad5qukct; Opaque 1213112022
No
Yes
No
WA
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r. Therma-Tru Fiber -Clatesto and Scricoth-Star
Transom (In-ingiOutswing; OtXcionfiguration)
Nominal 68#39;8 ",Nor-lmpaod": Opaque 12131t2022
No
yes
No
NA
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Cod-
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Wliv D, Dot. Data Date Pendinq P21-1
Corrp.sba Edge Fibargi.- Sing 1. D..Affn
Sid.lflt.�.) and Transom (1-irtg10.1-Ang: OIXO.
O/OX or OnOXO configurallI .
Type vieraimn Mernuit.rons,
R-aii- 2020 James Hanks Building Produde. Inc,
cmrit.�t Enci-A Licenst Validated as Validated au bralfted FBCA-Mcoa! A-c-led Status
Chad 01"olks V, More%-! To. John 5.uffilard, RE 01JOS12021 12J1412020 01100/2021 ding FMC Appr.
TV- Venal- Manufacturer
Reomon 2020 Alelds
Contact E,,,j,,,,r A, 1-1-ne, Validated Sv
Nick Thal Lyndon F.Sefunnidt. P.E. R�.. J King. PE,
Vallalated Submithad FBQ Aimue,ad Aue-va,l Stat.,
=15f2021 02,1&'2021 =22r2l]21 0414312021 Approved
TV -a V ... to, Alpaurrado",
Revision 2D20 0A,F
Category: floating
Copied Ethernet, & Lt-, Validated 15� Validated Submitted FOC Apor-al A,a,,e,d status
Michiel Well Robert N-Iren John W. Knezovich, RE i 211 tM2322 1211`n2cl l2r2017022 071OW2023 Approved
766-3411 PE 59166 ?T2-8224
19
s. Therma.T� Pilber-Cl-to and Smooth-St.r
Nominal 6US9;a8quot;Non-lmpaot&quct, Opaque 1213if2M
No
Yes
No
NIA
Category: Fatal Wals
(ND) 545-8351) PE-81862 (352) 367-2526
category! Feral Wall,
(330) 922-2389 PE-43409 (913) 7G7-GS55
1800) (954)
Composite Edge Fiberglass Single Door with
Subcategory: eding
ahad.dIerok,@j.hard
Subcategory-. So ft.
,Mam;pa.n6.IWd...rn
Si-luCst.g.rry: Aciph.t.shirgI.,
nstla?ILDg�f
mi
Sidetlite(s) (I n-Arg/Oulevang: XO, OX or OX0
Compliance Method: Evaluation Report from a
-
counplion.. method! E'au.tl. Report from .
Complaints Method: Evolution Repeal frm a
Co n1nucus, Head and all oarifigLettlerns)
Florida Registered Arcr,itact - Licensed Ford,
Flard. rtaglsb.nadlfivchih,,� or a Licensed Plaids
Flarld. Regil.terecArchh.cl or � Ljoarsed Florida
20
t, Th.,m.-Trui Fib-Cl .... .. 6 Smo.th-Elticr
N.nn MlI 8&0391,0 %quelt:N-Inninclascoutt; Opaque 12t3lf2O22
No
Yet
No
NIA
P,.lrs,i.n.I Engineer
Professional Engineer
Pr.f..I-.1 Engnee,
Composite Edge Fiberglass Single Door with
SkII OnevvingiClutswing; XO, OX or OXO
FL0121192,110 Prod-th,
FLOMS272-RS Prrichuct,
F0191[24A31 Products
21
It. Th9rma-Tru Filber-Classic and Smocith-Staf
Continuous Head arld Sill configuranctre)
N.prino I 6&939r, 8 &qu.t Non-] r1p.0t"j Gl=.d 12131f2022
No
Yes
No
NIA
Quality Assurance AtromMirortlea Amoroyod far, Use Impact Peaks,
Queltv Assurance
Approaed for Use Approved far Use lar-0 Design
QuarltyA.surauco Approared for Uss Approved for Use Impact Design
,�
\
Cornpit.1te Edge I'dergia. Single Door with
8 -a a Product Placid, Number or No-
Product D it) HVIRZ Resistant Pressure
lilistriptio Contract EXpIration gets Outside HVHZ
Sea 0 P,todu.t Model, Murrill. or Nam.
Product Dintorlittlon contrast E.pletion .
-
In HvI4Z outside HVHZ Resistant P-...
-
.a- it Product Made], Umber or Name
Procluat Destriptlion Contract Unlrallon Data In HVHZ WsIcle, HVIK Resistant Pre.u.
Soelta(a) VnsvvnWOutswmg, KID, OX a oxo
1 Camplank Let, Siding
lber-cament erecting 12)31;2023 yea Yes MIA MIA
1 a. "2T&.quot Soffit
Vantor SolldVinyl Soi 12MU20Z�
N. Yes No NiA
I CAF Asphalt RocIftshingloit for use in FBC non-HVHZ
I'lloargass reinforced 3-tod. larrinatDc, 5-tato and 121116�2025 No Yes MIA NIA
Continuous Head and all configurations)
2 H.,drsPl.nk L.pS!dlhg
liber-c-thl, top ading 12/3112,323 Yes Yes NiA NJA
2 t� ikqua:�Ali. 1-4&q.,A: Soffit
Vent or Solid Vinyl Soffil l2t3l=23
No Yes No NIA
],I,d[.tl.n,
hial,dij, ociatelt,hurples
22
v. Therma-Tru Frider-Ciassio and Smooth-Ster
Nominal e&#Wl) "Non-lnnpaot": Glazed 12131f2022
No
yes
No
NIA
� a. 8dtiol,Gneeirturfin-Vinage Beadsd&VUi Soffit
Vent or Solid Vinyl Soffit 12/31M23
No ye� No NIA
I
Composite Edge Filbeg hass Single Door with
4 d &q.ct:D5": Setif
Vent or Solid Vinyl Soffit 12M162023
No yes 14. NIA
Sidellita(s) (InsmilglOutsvimg XO, OX or OXG
Continuous Head and Sill config-ticar.)
5 a. &q-tiCharke, O.k&qu,t; Saint Vent., SaidVinylSoffill 12131,202S No Y.c 14. NIA
No yes No NIA
c:
23
w.'rherma-Tru Rber-Clamic and Smooth -Star
Nominal 69439,8 Ulval.Nor-ImpatoMquot Opaque 12131/2022
No
Yes
No
NJA
0 t 8q.ot;Sup. Sp.h&qu.t. S.Rit,
Vent - Sord Vinyl Soffit 12)31r202�
' 0
Clumpoeit. Edge FbelplI Door Pennalawith Vented
-Vj :=
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olunfigurations)
.
c3 L4j
24
x Therma-Tru Filber-Cltesic and Smooth -Star
Nominal 8&934);O ".Nor-ImRact" Opaque 12�31=
No
Yes
No
MIA
013
3-
r
-.in poside Edge Fiberglass Door Panels Ain Vented
all, .-
6
ca. :S "
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Sideline
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carfig.r.h.r.)
N..In.ib'8&q.&,,N.�-ImW&": Glazed 1213112022
No
Yes
No
WA
"
. -M ct3 C*'j
Z = LZ
CcrYpolottEdge Filbergla-D-rPan.l.vifth Vented
adelite(a) )O( )C(XorX)=
Business
Florida Depantar"Grit Business & Professional Regulation
. Cc 4:L
CZ)
(InswingIOLlawing,
ocurfig.rati.n.)
Florida Department of Business & Professional Regulation page I of I
Building Codes and Standards l0a2021
Florida Deportment of & Professional Regulation
Building Codes and Standards
Page I dl
i�21)21
of Post I at
Building Codes and Standards 102021
-11
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a) C=) -=
26
� Thwrrca-Tru Filinw-Cla.sic: and Sprooth-St.,
Nominal 8&#n:O 8ouPtNcm-Impac�&qJ.t Glazed 12131f2022
Composite Edge Fiberglass Door Panels Vented
No
Yes
Nc,
MIA
I
Z
csq M
vAth
Side4le(s) XX XXX XXXX
Product Approval Application Detail
Product Approval Application Detail
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(In-Ang/Out-Ing: or
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Composite Edge Fiberglass, Single Door with 3':0
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-= =
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28
zb.Therma-Tru Fiber-Classicand .5mooth-Star
Nominal 6G;8&qVQtNon-Imrpact&quct: Glazed 121=2022
No
Yes
No
NIA
If"'. Version Mern.r.dicire,
Comact Erullrnar& Licisme Validated D, Validated Submitted FDC Anct Ation-d! st.m.
Z= Vatican Rg,a,fp,t,,,r
caet.e Eadrear& License Validated W
V-1fidoord Submitted F&CAespro-I Aulpir-d Status
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Contact larealmo., & U-n. Validated SV V2!ld.t.d Solorrilluml F8C Approval Approved Status:
=
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-9Z2
Composite Edge Fiberglass Double Dcrarv,ith
203B,Q Sidaites (InavAnglOnt5wurg: 0,0(0
Redclor 2020 TAMKC Building Products LLC
Kard Each Robert Nikinmen John W, Knaza,wh, RE 10/0412020 OW29n020 IOAW2020 12/15)2020 App-al
Revision 2020 L.V. Thompson, Irc. dba Thompson kohlbectunal
Tory Christman Zairstry R. P11.9 Stanom M. Urich, RE
coil V2020 09116f2020 MJ22(2020 1211512020 Approved
Rt,Asi.n 2020 Florida Metal Produet, lnc�
Clark Jones James L Bucker- P.E-0 Steven M. Ullich PE 09,27,202a 09�572020 1=412020 17Jl(V20Zt Approved
1Z
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03
tj 9)
XX
category; Ro,oft.g
017) 624-0844 PE-5F,156 (954) 7T2-6224
Metal, Company tTAMC 0)
t91 3) 248-3456 PE-74CI21 f7lT)317-8454
Category: Rating
(904)783�45400 CBUCK Engineering (717�317-8454
iz
=
ac
29
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R-si- 2020 All American Shuttere and Glass
Contact riacilikeeir & Licermsel Validated Validated sublinitthad FBC Approval Approved status
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Jm Hoyden Band werh n W. ad -for, P.E. T.E. Lunn, PE, LLC
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Polk Corporation
Jm Hoyden W4 Window and Door James L Buckner, P.E.
OA1412020 07fl,12020
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Robinson Marulamierili leflon CBUCHEnglneedng
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> Foradtlitional Information regarding Florida's Statewide Product Approval System and I1+fiaml-Dade County
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FL#2356-R7
FL#10446-R6
FL#10456-115
11
HUS, HUSC series hangers
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CMST12, CMST14, CMSTCI6
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LU24, LU26, LU28, LU210
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Hurricane Ties
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LUS series hangers
Face -mount hangers available in widths ranging from 1-9116"to 4-
U) ty L_
5 .
2
SD9112, SD9212 SD1O112, SD10212
Strong -Drive SO Connector Screw
6
APL4, APL6, APT4; APT6, APVL4, APVL6; APVT4, APVT8
Outdoor Accents L and T Beam -to -Column Ties
8
HGT-2, HGT-3, HGT-4
Heavy GirderTiedown
5f6" and heights ranging from 3" to 10-15116",
(n O
3
SD91125S, 9DQQ12SS
Strong -Drive SD Connector SS Screw
7
APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
H924
Hurricane Tie
17
MGU3:83-SDS, MGU5.25-SIDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS
Face -mount hangers
� � ��
-CU
4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber -CIF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDS1.5, HSS2-2-SDS3; HSS2.3-SDS3; HSS4•SDS3
Heavy Stud Shoe
18
MIU series hangers
Face -mount hangers available in widths ranging from 1.9116" to
SDCF221134, SDCF221334, SDCF271958, SOCF272358
9
QBT2Z; CBT4Z
Concealed Beam Ties
11
HST2, HST3, HST5, HST6
Straight Straps
118" and heights ranging from 6-15116" to 19-112".
5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw
10 CJT3Z, CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties
12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Tvdst Strap
19 MU826, MUS28 Face -mount hangers
SDCP221100, SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQ16KTZ, HTSQ20KTZ
Heavy Twat Strap
2D
SUR, SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from 1-
6
SDHR27400, SDHR27614, SDHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Well Stop
14
LFTA
Light Floor Tie Anchor
0118" to 3 9/18" and heights ranging from 3-1118" to 13-314".
7
S13825112; SDS25134, SDS25200, SDS26212, SDS25300, SDS25312, SDS25412,
Strong -Drive SDS Heavy -Duty Connector Screw
13
FC4; FC6
Framing Clips
15
LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) available for all double
SDS25500, SDS25600, SDS2580C
14
FWANZ
Foundation Wall Angles
16
LSTI49, LSTI73
Straight Straps
2X and 4Xmodels; only acute flange is concealed.
8
SDS251128S, SOS2520OSS, SDE25212,SS; SOS2530OSS, SDS25312SS
Strong -Drive SDS Heavy -Duty Connector SS Screw
15
GAI, GA2
Gusset Angles
17
LTB20, LTB40
Bridging
21
U series hangers
Face -mount hangers available in widths ranging from 1-9116" to
9
8DWF2716, SD1NF272O, SDWF2724, SDWF2726, SDWF2730
Strong-DriveSDWF Floor -to -Floor Screw
16
H2A, H2.5T, H8, H10A.2, HI OS, H14, HGA10
Hurricane Ties
18
LTS12, LTS16, LTS18, LTS20
LightTaAstStrap
6" and heights ranging from 2-5l8" to 11.1l4".
17
18
HCJTZ
HH4, HH6
Heavy Concealed Joist Tie
Header Hangers
19
20
MGT
MST27, MST37, MST48, MST60, MST72
Medium GirderTiedown
Straight Straps
FL#10007-R8
19
KBS1Z
Knee -Brace Stabilizer
21
MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA3q MSTA36. MSTA49
Straight Straps
FL#10667-R6
20
L30, L50, L70, L90
Angles
22
MSTC213,.MSTC40. MSTC52, MSTC66, MSTC78
Straight Straps
Sea #
Product Model. Number or Name
Product Description
21
LCE4
Post Cap
23
MSTC4893, MSTC68133
Pre -Bent Straps
L
Product Model. Num bar or'Name
Product Description
1
ATR318, ATR1/2, ATR5/8; ATR314
Threaded Rods
22
LS30, LS50, LS70, LS90
Skeweble Angles
24
MSTI261 MSTI36, MSTI48, MSTI60, MSTI72
Straight Straps
1
BA series hangers
Top flange hangers available in widths ranging from 1-9110" to 7-
2
ATU05, ATUD6-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C
Medium Twist Strap
118" and heights ranging from 7-13'to 30".
3
BP315-2, BP112, SP112-3; BPS/6-2, BP518-3, 81`3J4, 5P314-3, BPRTU03-4
Bearing Plates
24
LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ
Field Adjustable Jack Hanger
26
NCA2x10-12, NGA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16
Bridging
2
DGBF series hangers
Top flange hangers available in widths ranging from 3-516" to 7-
4
CNW3/8, CNW112; CNW518, CNW314, CNW518-112, CNW3/4-518
Coupler Nuts
25
LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410
Field Adjustable SlopeableJSkewable Hanger
27
RCWB12, RCWB14
Wall Bracing
1/8" and heights ranging from 9-114" to 24",
5
CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTJD88, CTUDST
Coupling Take -Up Device
26
LTP4, LTP5
Tie Plates
28
RPS18, RPS22, RPS28
Repair Plate Strap
3
DGF series hangers
Top flange hangers available in wdths ranging from 1-1/2" to 3-
CTUD98, OTUD99
27
ML232, ML24Z, ML262, ML28Z, ML21OZ
Angles
29
ll
Stud to Plate Connector
5fS" and heights ranging from 7-114"to 24".
6
N3, N4, N5, N6
Heavy Hex Nuts
28
MMH8
Roof Tie-Dovm
$0
SP1, SP2, SP4, SP6, SP8
Stud Plate Tie
4
DGHF series hangers
Top flange hangers available in vddths ranging from 1-3/4" to 3-
7
RTUD3, RTUD3B, RTUD4, RTUD4B; RTUD5, RTUDB, RTUD7, RTUDS
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPHS
Heavy Stud Plate Tie
5f8" and heights ranging from 9-1/4" to 24".
8
TUD9, TUID10
Take -Up Device
30
MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311
Face -Mount Hangers
32
SS1 5, SS2.5, SS?, SS4.5
Stud Shoe
5
EG5, EG7, EG9 series hangers
Top flange hangers available inwidths ranging from 5-114" to 8-
9
TUW38
Take -Up Washer
31
RBC, RBCP
Roof Boundary Gips
33
ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236
Straight Straps
7/8" and heights ranging from 11"to 32-1/2",
10
URS3
318" Uplift Rod Run Tiedown System
32
RST-3
Roof Tie -Down
34
T1320, TB27, TB30, TB36, TB42, T848: TB54, TE56, T86D
Tension Bridging
6
EGO series hangers
Top flange hangers available in widths ranging from 3-5/8" to 7-
11
URS4
1f2" Uplift Rod Run Tledovm System
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB10: TW612, TWB14
Wall Bracing
IM" and heights ranging from 11-114" to 32"
12
URS5
5f8" Uplift Rod Run Tiedown System
34
STC, STCT, DTC, HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiedown
7
GLS series hangers
Saddle hangers available in widths ranging from 3-114"to 6-718"
13
URS6
314" Uplift Rod Run Tiedown System
35
7JC37, TJC57
Truss Jack Clips
37
W9106. WBI1 OBC, WB126, W8126C5 WB143C
Wall Bracing
and heights ranging from 8-112" to 28"-
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-114" to 7-
118" and heights ranging from 11"to 32".
FL#10441-R6
FL#10531-R5
9
HIS series hangers
Top flange hangers available in widths ranging from 1-9/16" to 7-
FL#10447-RS
112" and heights ranging from 8" to 30"
Seg #
Product Model. Num ber or Name
Product Description
Sea #
Product Model. Number or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-1/4" to 8-715"
1
DTT2
Hold-down
Sea #
Product Model, Number or Name
Product Description
1
C9H2.37x5.5, CBH2.37x7.63, CBH2.37x9.75
Concealed hangers
and heights ranging from 10-112" to 28"-
2
HDC1014, HDC10122
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DHUTF series hangers
Face -mount (OU, DHU) and top flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in wdths ranging from 3-1/4" to 8-
3
HDQ8, HHDQ11, HHD014
Hold-down
2
DSC2R-SD83, DS02L-SD83, DSC5R-SDS3, DSC5L-SDS3
Drag Strut Connectors
available in Wdths ranging from 1-9/16" to 3-9116" and heights
718" and heights ranging from 7-112" to 32",
4
HDU2, HOU4, HDU5, HDU8, HOU11. HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from9-1/8" to23.15116".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-114" to 7-
5
HPA28, HPA35
Strap -style purlin anohor
4
HCP1 81. HCP2, HCP4
Hip Corner Plate
3
HGU3.63-SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25-
Face -mount hangers
1f8" and heights ranging from 14" to 33".
6
LSTHD8; LSTHDBRJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/3.25; HHRC5.3713.12,
Heavy Hip to Ridge Connectors
SDS, HGU9.00-SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5116" to 3-
7
MASA, MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-518" to 7-
9/18" and heights ranging from 18" to 26"-
8
MPAI32, MPA144
Strap -style purtin anther
6
HRC1.81, HRC22
Hip Ridge Connector
318" and heights ranging from 5-5116" to 12-7/8".
14
HUSTF series hangers
Top flange joist hangers available in widths ranging from 3-1/8" to
9
PA18, PA23, PA28, PA35, PA51, PA68
Strap -style purlin anchor
7
LRU26, LRU281 LRU210. LRU212
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50-SDS; HHGU5.62-SDS, HHGU7.00-SDS; HHGU7.25-SDS,
Face -mount hangers
3-9116" and heights ranging from 5-3/8" to 13-1/8".
10
PAI18, PAI23. PA128. PAI35
Strap -style purlin anchor
8
LSU26, LSSU28; LSSU210
Light SlopeablelSkewable U. Hanger
HHGU9.00-SDS
15
HUTF; HUCTF series hangers
Top flange hangers available in widths ranging from 1-9116" to 5-
11
STHDI0, STHD1 ORJ
Strap -style hold -dawn
9
TBE4, TBE6
Truss Bearing Enhancer
6
HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10,
Face -mount hangers
1f2" and heights ranging from 3-7/16" to 15". Concealed flange
12
STHD14, STHDI 4RJ
Strap -style hold-down
10
TC24; TC26, TC28
Truss Clip
HHUSZ25f1 D
version (H UCTF) available for all models having width equal to or
11
THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-9/16".
THAC422, THA426:. THA422-2, THA426-2
118" to 5-IM" and heights ranging from 4-314" to 15-3/4'.
15
HWP series hangers
Top flange hangers available in widths ranging from 'I-9116" to 7-
12
THAI1.81f22, THAl2.06122, THA121122, THA1222, THAI322, THA13522, THA1422
Adjustable Truss Hanger Sized for I -Joists
Concealed Flange version (HSURC, HSULC) available for all
1f8" and heights ranging from 5.316" to 28".13
and odels; only acute flange is concealed.
9Top
17
HWPH series hangers
in widths ranging from 1-9116" to 7-
gV
14
THJA26?LTHJA26, LTHMA
Multiple Truss Hangers
p
8
HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2
Face -mount ange
g
112' andghei heights ranging from
g ranging from 5-318" to 32"
;�
C
15
THJM2-4SDS3, THJM2-5-SDS3, THJU26, THJU28-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from 1-9116" to 7-
18
ITS series hangers
Top flange hangers available in wc1ths ranging from 1-9/18" to 3-
o
16
TSBR2-24
Truss Spacer -Restraint
1f2" and heights ranging from 2.718" to 19.114". Concealed flange
518" and heights ranging from 9.118 to 16",
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUG) availablefor all models having width equal ro or
19
J8 series hangers
Tepfiange hangers available in width of 1-9/16" and heights
i r_
18
VTCR
Valley Truss Clip
greaterthan2-9116",
ranging from 5-318"to7.1/4".
an gy
C O
10
HUCQ1.8119-SDS, HUC01.81fll-SDS, HUCO2102-SDS, HUCQ210-3-SOS, HUCQ310-
Face -mount hangers
20
J8A series hangers
Top flange hangers available in width of 1-9M6" and heights
cc es c+:)
SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCQ5.2511I-SDS, HUCQ610-
ranging from 9-3116"to 13-118"
$ x
SDS, HUCQ612SDS
cc a
a9
W
i
r
u e
8
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
;r •
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12MI2020
For direct links to ell SST approvals listed below; -CLICK HERE.
,.
For direct links to all SST approvals fisted. belaa, CLICK HERE.
_ Far direct links to ell SST approvals listed belov,,, CLICK HERE.
For direct Inks to all SST approvals listed belwr, CLICK HERE.
n F addtlOnaInformalregarding
For l I Flvrlda's Statewide Product Approval and Muami Dade County Notice of Acceptance (NOA), CLICK HERE.
A For additional information regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance {NOA}, CLICK HERE.
.. For additional information regarding Florda's Statewide Product Approval System and Mami-0Dade County Notice of Acceptance {NOA), pi-.CK HERE.
k HF
- For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade County Nance of Acceptance (NOA), f IC RF
21
LB series hangers
Top flange hangers available in with of 1-9116" and heights
FL#11468-R5
18
S/LBV1.56, S/LBVI,81, SILBV2.06, SILBV2.37, SILBV2.55, SILBV2.68, SILBV3,12,
Top Flange Joist Hangers
5
SET-XP
Adhesive Anchorfor concrete
ranging from 5-318" to 15-1/8".
S/LBV3.56, S/LBV3.62, SILEV4.06, S/LBV4.12, S1LBV4.28, StLBV475, SILBV5.50
6
Strong -Bolt 2 (STf32, STB24SS, STB2-6SS)
Strong -Bolt 2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in width of 1-9116" and heights
Seg #
Product Model. Number or Name
Product Description
19
SILTT20: S/DTT2Z, S1HTT14, HTT4, HTT5
Holdowns
steel and Types 304 and 316 stainless steel
ranging from 9-9/13" to 13-10'
1
HHUS210-3, HHUS210-4
Joist Hanger
20
S1MST60, SIMST72
Straps 118 mil (10 ga)
7
Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS)
Then HD Heavy Duty Screw Anchorfor concrete and masonry
23
LE03. LEGS, LEG7 series hangers
Top flange hangers available in widths ranging from 3-1/4" to 6-
2
HR56, HRSB, HRS12
Strap Ties
21
SP4, 5P6
Stud Plate Ties
available with hex head in carbon steel and Types 304 and 316
718" and heights ranging from 9" to 33-1/2'
3
HUCQ210-2-SDS, HUCQ210.3-SDS, HUM310-SDS
Joist Hanger
22
SSP, DSP, TSP
Stud Plate Ties
stainless steel; or with countersunk head in carbon steel and
24
MEGS, MEG7 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 6-
4
THGB2, THGB3, THGBH2, THGBH3; THGBH4
Joist Hanger
23
STC, OTC
Truss Clip
Type 316 stainless steel
718" and heights ranging from 9" to 32-1/2".
5
7HGQ2-SDS3, 7HGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titen HD Rod Coupler (THD37634RC, THD50934RC)
Then HD Threaded Rod Couplerfor concrete
25
MIT series hangers
Top flange hangers available in widths ranging from 1-9/15" to 5-
6
THGW3-3, THGW3-4, THGW4-3, THGW4-4
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titen HD Threaded Rod Hanger (THD625158RH, THDB37158RH, THD37212RH.
Titen HD Threaded Rod Hanger for concrete
118" and heights ranging from 9-1/4" to 24".
THD50234RH, THD10212RH)
26
PF, PFB, PFDB, PFDSB series hangers
Top flange hangers available in width of 1-9116" and heights
10
Wedge -All (WA)
Wedge -Ad Anchorfor masonry
ranging from 3-318" to 7-118".
FL#11473-R5
FL#13904-R5
27
RR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
Sag #
Product Model. Number or Name
Product Description
.Sea #
Product Model. Number or Name
Product Description
FL#16230-R8
118" and heights ranging 9-114" to 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4,62-SDSG,
Sea it
Product Model. Number or Name
Product Description
3
H16, H16S, H16-2; H16-2S
Hurricane Tie
CCCQM5,50-SDSG
1
AT-XP
AT-XP High-Strehgth Acrylic Adhesive for concrete or masonry
FL#10860-R5
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT,
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesive for masonry
5
HETALI2, HIETALI6, HETAL20
Embedded Truss Anchor
ECCLLQMD4 62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G-
3
SET-XP
SET-XP High -Strength Epoxy Adhesive for masonry
Sea #
4
Product Model. Number or Name
ABA44, ABA44R, ABA46, ABA06R
Product Description
Adjustable Base
6
HGAM10, HM9
Masonry retrofit connectors
KT, ECCLRQMD5 SOG-KT
4
Strong-Bolt2 (STB2)
Strong-Bok2 Wedge Anchorfor masonry
}�
ABA46R, ABA66,
Post
7
HHEfA16, HHETA20, HHETA24, HHFTA40
Heavy Embedded Truss Anchor
3
HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00
Heavy Masonry Hangers
5
Titan 2 (TTN2)
Titen 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU46. ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88,
Adjustable Post Base
8
LGT2, LGT3-SDS2.5, LGT4-SDS3
GirderTiedown
4
LGUM26.2, _GUM21 LGUM264, LGUM28-2, LGUM28-3, LGUM28-4, LGUM2IO-2:
Masonry Beam Hangers
6
Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS)
Titen HO Heavy -Duty Screw Anchor for concrete available in 304
^,
W
ASU88R, ABUIOIQ ABU1010R, ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3 LGUM210-4, LGUM46, LGUM48, LGJM41C
or 318 stainless steel with hex head, and 316 stainless.. steel with
3
4
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7
AC4, AC4R, ACE4, AC6, ACOR, ACE6
Adjustable Post Base
Post Cap
10
11
META12, META16, METAIS, META20, META24, META40
MS7AM24, MSTAM36, MSTCM40, MSTCM60
Embedded Truss Anchor
Strap Tie for Masonry
5
MBHA3.12f9-25, MBHA3.12/11.25, MBHA3.56f1.25, MBHA3.5619.25, MBHA3.56111.25,
MBHA3.56111.88, MBHA3.56114, MBHA3.56/16, MBHA3.58/18, MBHA5.50/7.25,
Masonry Top Flange Beam Hangers
7
Titan Turbo (TNT)
countersunk head.
Then Turbo Screw Anchor for concrete or masonry
z
co
5
BC4, BC46, BC4R, BC6, BC6R, BC8, BC52-214, BCS2-316
Post Cap
12
MTSM16, MTSM20, HTSM16, HTSM20
Twist Strap for Masonry
MBHA5,5O1925, MBHA5.50111.25, MBHA5.50111.85, M8HA5.50f14, MBHA5.50116,
6
CB44, CB46, CB48, C56Q C888
Embedded Column Base
MBHA5.50f18
7
CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-5DS2
Embedded Column Base
6
MBHU3.5619.25, MSHU3.56/11.25, MSHU3.56111.88, MBHU3.56114, MBHU3.56/16,
Masonry Beam Hangers
FL#16937-R3
8
CC, ECC, ECCU Series
Bolted column caps with W1 ranging from 3-114"to 9.112" and
FL#11496-R5
MBHU3.56118, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50/11.88: MBHU5.50/14,
W2 ranging from 3-5f8" to 7-112"
MBHU5.50fl6, MSHU5.50118
5eg #
Product Model. Number Or Name
Product Description
0
O16.5K;
9
0CQ-SDS2.5, ECCQ-SDS2.5 Series
Screwed column caps with W1 ranging from 3.114' to 9-1/2" and
Sea #
Product Model. Num bar or Name
Product Description
1
X34B10X1S1016, X1 B1016-4K, XQISIDI6, XQ1 B1016.4K
#10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3
W2 ranging from 3-5f8" to 7-1/2"
1
DTT1Z
Deck Tension Tie
Drill Point
10
CPT44Z, CPT66Z, CFT88Z
Concealed Post Tie Base
2
HD12, HDI9
Bolted Holdowns
FL#13975-R6
2
XLQII4T1224, XLQ 1 14B1 224.2K
412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
^
L•i
11
EP844A, EPB44, EP646, EP556
Embedded Post Base
3
HD3B, HD5B, HD7B, HDOB
Bolted Holdowns
Screws with #5 Drill Point and Large Diameter Hex Washer Head
12
EPS4Z
Embedded Post Base
4
HTT4, HTT5, HTT5-314
Tension Ties
Sea #
Product Model. Number or Name
Product Description
3
XM0114S1224, XMQ114B1224-2K
#12-24 Strong -Drive XM Medium -Head Metal Self -Drilling,
O
13
LCB44, LCB66
Embedded Column Base
5
LTT19, LTT205, LTTI31
Light Tension Ties
1
SDW22300, SDW22338, SDW22438, SOW22458, SOW22500, SOW22600, SDW22638,
Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #6 Drill Point and Medium Diameter Hex
14
LPC4Z, LPCBZ
Light Post Cap
SDW22634
4
XQ114S1224, XQ11461224-2.5K X114S1224, X01I2S1224. XQ1 12B1 224-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5
15
MPB44Z, MP866Z, MPB88Z
Moment Post Base
2
SDWC15450, SDWC15800
Strong -Drive SDWC TRUSS Screw
Drill Point
V
16
PB44, PB44R, PB46, P866, PB66R
Embedded Post Base
FL#13628-R5
3
SDWHI B3OODB, SDWH10400DB, SDWH1960OD6, SDWH10800DE, SOWH191000DB
Strong -Drive SDWH TIMBER-HEXSorew^,
5
XU34SIO16, XU34B1 O16-SK
#10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screw^,s with
17
PBS44A, PBS46, PBS66
Embedded Post Base
4
SDWH27400G, SOWH27600G, SDWH27800G, SDWH271000G, SDWH271200G
Strong -Drive SDWH TIMBER -HEX HDG Screw
#1 Drill Point
18
PBV6, PBV10
Round Post Base
Sea #
Product Model. Number or Name
Product Description
5
SDWS10212, SDWS16300, SDWS16312. SDWSI6400
Strong -Drive SOWS FRAMING Screw
19
PC44-16: PC46-18, PC48-16, PC64-16, PCB6-161 EP044-16, EPC46-16, EPC48-15,
Post Cap
1
SB518x24, SB718x24, SB1x30
SB Anchor Bolts
6
SDWS19800, SDWS19712, SDW52240D,SDWS22500,SDWS22512, SDW522800,
Strong -Drive SDWS TIMBER Screw (Interior Grade)
O
EPC84-16, EPC88-16
2
SSTB16, SST620, SSTB24 SST628, SSTB34, SSTS361 SSTBI6L, SST620L, SSTB24L,
SST6 Anchor Bolts
SDWS22800, SOWS22900, SDWS221000, SDWS2211OQ SDWS221200; SDWS221500
FLW320-RO
20
PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EFC4RZ, EPC6Z, EPC6RZ, EPC8Z,
Post Cap
SSTB28L
7
SDWS2230ODB, SOWS22400DB, SDWS22500D6, SDWS22600D6, SDWS22800DB,
Strong -Drive SDWS TIMBER Screw (Exterior Grade)
EPC8RZ
SDWS22100006
Sec#
Product Model. Number or Name
Product Description
21
PPB44-4Z, PPB44-6Z
Post Base
8
SDWS22312DBB, SDWS2251203B
Outdoor Accents Structural Wood Screw
1
DSSCB4315. OSSC946, DSSC848, DSHS
Bypass Framing Drift Strut Connector
r11
(D
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS,
Strong -Drive SOWS TIMBER SS Screw
2
FC843.5, FCB45-5, FCB47 5, FCB49.5, FCB411-5
Bypass Framing Fixed -Clip Connector
SDWS27100DSS, SDWS27120OSS
3
FPHSD34S1018, FPHSD3481016, FPHSD3481016-5K. FPHSD34S1214,
#10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Setf-
V!
Sea #
Product Model. Number or Name
Product Description
10
SDWV13400
Strong -Drive SDWV SOLE -TO -RIM Screw
FPHSD34B1214, FPHSD34B1 214-5 K
Drilling, Tapping Screws
ICU
FL#10866-R5
1
CMST12; CMST14, CMSTCI6, CS14; CS16, CS18, C820, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC625
Steel Framing Connector
M
2
HRS6; HRSB; HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24, FHA30, MSTI26, IStraps
97 mil (12 ga)
5
LSSC4.25, LSSC6.25, SSC2.25, S5C4.25; SSC6.25, MSSC225, MSSC4.25, MSSC6.25,
Steel Stud Connectors
Sea #
Product Model, Num beror Name
Product Description
MSTI48; MSTI60, MSTI72, SIMST27, S1MST37, SIMST48
MSSC425KW MSSC6.25KW
1
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twist Straps
FL#15363-R3
6
RCKW3, RCKW5.5, RCKW7.5, RCKW38, RCKW5.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LS7A36, LSTI49, L87I73, MSTA9, MSTA12, MS7A15, MSTA18, MSTA21, MSTA24
Straps 43 mil (18 ga)
7
SCB43.5, SCB45.5, SCB47.5, SC649.5, SCS411.5, MSCB45 5, MSCB4T5
Bypass Framing Slide -Clip Connector
3
GH46-5, GH46-8, GH46-Q GH48-8, GH410-6; GH410-8, GH66-5, G H66-8, GH68-6, GH68-
8, GHS10-6, CH61 D-8
Girder Hanger
5
6
LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215
LSUEH3.25, SUBH3..25; MSUBH3.25
Straps 33 mil (20 ga)
Bridging Connector
Sea #
1
Product Model. Number or Name
AS 18, AS18S5, AS 18W
Product Description
16 ga.. Truss Plates
8
9
SCS32-5197, SCS62-5/97, SCS62-51118, SCS82.5/118
SCW3.25, SCW5.5
Bypass Framing Connector
Head -of -Wall Slide -Clip Connector
4
GL55A, 01-658; 31.135C, GLBSD, GL67A, GLB7B. GLBTQ, GLB7D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 20HS
20 ga. High Strength Truss Plate
10
SJC8.26, SJC10.25, MSJC8.25, MSJC10.25
Steel Joist Connectors
5
GL9T512 GBLT812, GLBT516, GBLT616, GLBT520; GBLT820
Glulam Bearing Plate
8
LTS12, LTS16, LTS18, LTS20
Light Tw^ristStraps
3
AS-20
20 ga. Truss Plate
11
SSB3.518
Bypass Framing Slide -Clip Strut Connector
0Clio
HGLBA, HGLBB; HGLBC, HGLBD
Heavy Glulam Bearing Plate
9
MSTA30, M5TA36, ST6215, ST6224, ST9, STI2, ST78, ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (16 ga)
4
ASHP
Hinge Plate Connecter
12
XLSH34B1414, XLSH78BI414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
V
7
HGT-2, HGT-3, HOT-4
Heavy GirderTiedown
10
MSTC68: MSTC78, ST6236
Straps 68 mil (14 ga)
Screws
LLJ
8
UFPIOSDS3
Universal Foundation Plate
11
MTS12, MTSI6, MTS18, MTS20M7S30, M7S24C, MTS30C
Medium Twit Straps
13
XQi S1016, X01 B1016-4K, XQ1 S1214 XQlB1214-3.5K, XQ78S1224, XQ78111224-3K,
#10-16, 412-14, and #12-24 Strong -drive X Metal Self -Drilling,
9
URFP
Universal Retrofit Foundation Plate
12
S/B1,55, SfBI,81, S/32.06, S62.37, S1B2.56, S1B2.68, SIB312, SIB3 56, SIS3.62, S/B4.06,
Top Flange Joist Hangers
FL#15730-114
XQ114SI224, XQ114B1224-2.5K, XQ112S1224, X011251224-2K, X3461016-SK,
Tapping Screws
Q
SI64,12, S164.28, S1B4.75, S1B5.50
X1 S1016, X1 BI 016-4K X1 S1214, X1 B1214-3.S K
W
13
SIBA2.1218, SIBA2.12/10, SIBA2.12112, SIBA2.12/14, SJBA4.18/8, S1BA4.18/10,
Top Flange Joist Hangers
Sea #
Product Model. Num bar or Name
Product Description
Z J
S1BA4.18J12, SIBA418/14
1
ET -HP
Adhesive Anchor for concrete
z
14
S/HIA
Hurricane Tie
2
GAC, GDP; GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH
Gas -actuated fasteners and assemblies
Q
15
S1HD8S, S/HD8B, S1HD10S; S/HD106, S1HD15S, S/HD15B
Holdowns
3
POPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners; threaded studs, and assemblies
16
SIHDU4, SIHDU6, SlHOU9, S1HOU11
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4
J
17
SIJCT, SfHJCT
Joist Hangers
4
SET-313
Adhesive Anchorfor concrete
0-
SHEET
NO.
March 6, 2023
PA 1.3
- -
i I Ili 1 1;I, .. I 1 11, 1 1 1 is I ill .InIll141 ail d 1:,l i ui All' a . I 04 :. -§I l 1 ,:,.' ...,11 I
(2)
Cl) —00
> 0
MIIAMI-DADEM 3UA.W-D_ADEC0V_N-Ff
ow PROD UCTCONTROL SECM ON
PGT ludustries, Inc.
PGT Industries. Inc.
0 -J.-A :3
L_ _0
CD_ = 0
PGT Industries. Inc.
a) 0
11805 SW 26 Su-ee�- Rooin'_'Gll
DEPA&TWNT OF REGULATORY E4Ca--40XUC RESOURCES I'di Mon&
NGTICE Of ACCEPTANCT: EX, IDENCE SIJ BJAM TED
NOTICE OF.ACCEPTANCE: EVIDINTCESUBIJITTED
-0
AND TERJ ==� 3317:5-24714
BOA"AIND CODE ADMDU]SUUTION-DrUSION T(796)315-2590 FCW)315-2599
NOTICE OF AC CEPTANCI: EVIDENCE SUBMITTED
,
'UP L -CE
D. QUALITYASS,
(1)
L) U)
-M
NOTICE OF ACCEPTANCE (_N'0A) WWW4Ui*Wid*4R�"V1eC=o=V
1. Eividence submitted under pre-dotts _NNOA
_4LN
L Miami Dade Department of Regulatory and Economic Resourt-e-s (R_ER)_
=
W -0
A. DRAINTiGS
B. TESTS (continued)
C= 0 0
1070 Technotags- Drive.
1. Manufactui&s die dmrin_p and sections.
5. Testreporton 1) Air Infriltration Test, per FBC, Tlk�.S 202-94
0
-North Venice. IFL 341-1
(Submilled under IYOAX& 11-0107 04)
2) Unifoun StaticAir PressureTest- per FBC. TAS 202-94
E. ]NUTERLAL CERTIFICATIONS
C= U_
S C OFE:
21- Dra wing No. -SID-5570.0- titled, -Tiqvl Sliding Glass Door NOA sheets 1
3) Water Resistance Test7 per FBC, TAS 202-94.
L Notice DfAcceptance'No. 15-052U4 issued to Vision Extrusion Limited for their
= .0
-4� %+.— CU
0
This, NOA is being issuedunder the applicable tules and regulations governiwthe we 11k-
through 21 of 21 1.
,, prepared by manufactuivi-, dated =5d, 5, with re -vision A dated
4) Large Missile Impact Test per FBC, TAS 201-94
"NAlkite Rigid PVC Exterim, Extrusions for Windows and Doors", dated 09434 5.
CU C) >
-0 E
documentation -submitted has been reviewed and accepted.byNfiami-Dade Cm&vRER -111foduct Control Section to
vmMiller_ RE.
04;05il7, signed and sealed by A� L
5) Cyclic Wind Presme Loading
�per FRC, TAS 293-94
exph-ing on 093019.
(1) (D "0
D) 0_
be wed w Nfiami Dade Cv=v and Qther areas whae aUm-,edbytLtAiubciitylinvingluti-Actign(Alil)�
6) Forced Enny Test, per FBC, TAS 202-94
2. Notice of Acceptance'No. 16-0920.08 issued to Vision Fwrusion Limited for theff- -YE
U)
C- CU
This.NOA shall not be valid after the expiration date stated below -The Miami -Dade Cciunity Product Control Sectkm
B. TESTS
alongwithmarked-up drawings and iu&.allahon dmigrain of'vinvl sliding glass dooL
I , pr%=ed
1000 Tan. `202 and k hiter Shades (�Non-lfljite) Rigid PVC ExteAer Emtrumons foi,
U)
(In Nfiami Dade County) an&orthe AHJ (in arms odier than.Nfiami Dade Gou=y) reserve the right to have this
1 - Testreport on 1) Uniform Static Air Pressire Test-
, per FBC, TA S 202-94
ion sig d
byFenestrati Testing Lab- Inc- Test Report No- IFTL 8:549- dated 11.�06,q5_ medan
NUmdows and Door-,".. dated I M.81.1 6. expiring 29f21_
, on 12t
product or material tested fif quality assuranceputposes. if thisproduct or m-aterialfails to pexformin the a ccepted
2) Large Nfiss& Impact Test per.F.BC,- TAS 201 -94
sealed by Idalmis Ortega, P. E (Test report revised on 12AW15 and, 0111,16)
3- Notice of Acceptance No. 15-01-5,28.15 issued to Vision F_xtrusion Litnited for ther_
nn=er- themA cturer�vill incurthe expease of aichtestmg. and, the AHJmay immediatelyiev Oke- mo dify" 0 r
3) Qyc lic Win d PDnmre Lo ad ingr M F BC . T-A S 203 -94
6- Test report on 1) Air Infiltration. Test, per FBC, T.AS 202-94
BrGwn Coated (Painted or Laminated) White Rigid PVC Exteiior Extinsions for
swpend the. use of such product or nuaerial within their jurisdiction- RER reserves the rightto revoke this
along with marked -up dmwing and installation diagrm oftiinyl sliding glass door, prepared
2) Unifoan St at ic Air Pk-,� Test per FB C. TA S 22 02 -9 4
Windows and Doors", dated 0&11 3Y 15 � expiring on 0930fl 9.
acceptance. if it is determined bylefianii-Dade County Product Control Section that this product or nigehal f� ils to
meet the fequirments of the applicable building code-
by Fenestration Testing Lab, Ine - Test Report No. FTL 9717-dated 11)074 5, signed -and
-
3) Water Resistance Test, per FBC, TAS 202-94.
4. Notice of Acceptance No- 1"712.02 is sued to ENERGI Fenestration Sohitions USA,
"TAN
This product is appro%red. as described hemin andhas been designed to complywith, ihe Flofida Building Code-
sealed by Idalmis Ortega. P_ E_ (leg rep�ort revised on 021115�16 and 02,2416)
4) Large Missile Inqxact Test per FBC, TA S 20144
Inc. for their 3640 and Lighter Shades (Non-AXhite) Rigid IPVC Exterior
--usions,
iucluding the MghVelocit HurrmanieZane
Test report orn 1) Air Infilimfien Test, per FRC.. TAS 2 92-94
103
5)Cychc Wind PressweLoadingperFBC,TAS - -94
lxn expiring on 0 104 -22 1
for W' mdows and Doers' dated 09115 16-
DESCMPT10' "55,47011770"Vinyl Sffifing Glass Door (R.-inforred) w1wo909 JR.- 13-51 corners-L-laJ.
2) Uniform St a t it Air Pw_%sure Test per FB C, TA S 2 027 -9 4
along viathinarked-up drawings and installation diagram of vinyl sliding glass door, prepmed
5. Notice of Acceptance No. 1"712.04 issued to ENERGI Fenestration Solutions USAI�
AwRoi --kL Do c i -.,%i E-N-T-. Dn wing No.!NID - 53 70. 0 Re v B It
title d " V-myl Sh ding G la s a Doo r N 0 A (LIX� sheft
3) Water Resistance Test, pex FBC`_ T-4-S 292-94-
by Fenestration Testing Lab, Inc., Test Report No. FTL 9-552- dated 12.,%15- signed and
Inc.- fortheff "Bronze and Lighter Shades of Cap Coated Rigid P'%1'C Exterior
-
I th rough 2 1 a f 2 1. p rep are d by in amda ctuiw, date d 10 10 1 5.and last r Mised on 02,10 1 �2 1, signed and seaked by
4) Large NfissileImpact Test per FBC. TAS 201-94
'Wind
sealed by Idalinis, Ortega, P. E_ (Test repat revised on 02,11 5r-)016)
Extrusions for Windows and Doors" dated 09,11516, expiring on 04/161'20.
'I
-5i
A_LvnnMi1leT. P.E.. bearing the,)L,,Ii.�-DadeC�amtvl"roductControiRe�6--isiGn--tanip Ulththe-Notice of
-5) C yclic Pr es; siare L o adin g M. FB C - T-AS 22 0-3 -94
T Test report On 1) Unifom Static Air Pressure Te-4- pef FBC, TAS, 202-94
6. Notice of Acceptance No- 1"712.03isstied to E,, ERG Fenestration Solutions USA,
N
A cceptwc e number and expiration date by the NMami-Dade County Pro duct C o atrol Sec tioa
6) Forced Entry Test, per.FBiC, aS 202-94'
2) Large Missile Impwt Test pef FB'C, TAS 201-94
InL for their"Nklite Rigid PVC EVerior Exraidons for Windows and Doors" dated
Mi,smx'INIfP.A.cT R.,tTrrs-iG. Large and Small Missile ImV.act Resistant
adong with marked -up drawings and inAallation diagram of vmyl sliding glass. dom prepared
3) Cyclic Wind Presstue Loadingper F&C, TAS 203-94
08J10117, expiring on01,28118-
Limitations-
by Fenestration Testing Lab, Inc., Test Frport No- FTL 8-5,46- dated 11 �V&l 5r signed and
.
along with marked -up drawings and fil :safiation diagmni of vinyl sliding glass door, prepared
,
Test reports No(s). 10-002-794A), IM&M0527- 535751-09- per ASTIMM-84,
I - See table I ( sheet.2,) and table 2 (sheet �) for applicable SGD unit 5izes,, d&-4_gn pre&sures, reinforcements types.
sealed by Idalmis Ortega, P_ E_ (Test repixt revised on 0 1 -�Mi16 an d 02,� I 10-0 16)
by Fenestration Testing Lab- Inc., Test Report No. F TL 6638 (i2fuples A- I thru A-212)_ dated
ASTMD 1929 and A S TNO -63 5. issued by EXOVA to Vision F_x trusion for celh-dosic
glass t)Tes� sillriser(see tables B-1 & B-2. sheets 7-8) and anchorlaymA sbeets reqiurements in 11 thra 16.
3, Test mport on 1) -AirInfiltiation Test, per FBQ TAS 202-94
1149110, signed and sealed by.Jorge A. Cam, P. E_ (SubittNed rtnderNOA �iYo. 11-
con4)osite material
7 Rigid White PVC, Tan (Non -white) Rigid PVC andBrovai coated (Pammed or laramated) white Rigid FVC to be
2) Unffom Static Air Pressue Test- per FBC- TAS 202-94
01070-4)
(Sjjb#tWd uYtder.-N70AA-o. 11-6107 04�
labeled p er re, ference d N OA'--. re qu irement s �
3) Water Resistance Test, per FBC, TAS 202-94
9 Test report on 1) Air Infiltration Test, per FBC_ TAS 2,02-94
8- Notice of Acceptance No. 14-0916. 11 issued to Xuraray Anierica., Inc. for th ei
3. Egxess operabledom miiatemply,%arithmin clear widthorheight perFBC requirenimt, as applicahle�
4) Large Missile, Impact Test per.FBC.. TAS 201-94
2) Uniform Static Air Pitssu re Test, per, FB,C, TAS 202-94
(Clear and White) Interhyer', expivigg on 07,104/18.
4� Pocketwallsunder separateapprovat to be rel�iewedbyBuilding official,
5) Cyclic Vir"ind Pte&wrel,oading per FBC- TAS 203-94
3) Watef Resistance Test, per FBC, TAS 2072-94-
9- Notice ofAcceptance No. 16-1117.01 issued to Kurmy Arnerica. Inc. fdr their
LABEIJNG� Each unst shall bear a pemianent label with the manafhdurer.�� name orlogo- city, state andwries and
6) Forced Entry Test, per FBC, TAS 202-94
4) Large Nimile InVact Test perFBC, TAS 201-94
"Trasifol,& Ultradear. Clear and Color P17B lnterlayers7, expiring an 07,1081,110.
following statffment: 'Mami-Da& County Product Contral Appfow&_ noted herein.
along with marked -up dran ings and msallatioa diagram of vwyl sliding glass door, prepared
S) Cyclic Wind Pressure Loadingper FBCJAS 203294
RJENEWAL of this, NOA shall be considered after a renewal application has been filed and there han, beemno
by Fenestration Testing Lab, Inc I Test Report No- FTL 91-547. dated 1 2�04/15_ signed and
6) Forced Entry Test. per FB C_ T-AS 202-94
F STATEXIE-N-TS
chagge in the applicable building codenegatively affectmg the pejAmmme ofthis product-
sealed by Idalmis Ortega, P. E. (Test report revised an 0111-Se'16)
along with marked-u drawings and installation diigrain,of viayl slid- g1mdoor.prqxn-d
p Ing
L Staterawl letter ofconfortuance with FBC-,5th Edition ('27014) and FBC-6tkEdidon
TERARNA110-N, of this NOA will occur afteuffie expira:hm date or if them, has been a re-ta-sion oT chanige in the
4. Test report an 1).Aff &:ration Test� per FBC. TAS 202-144
by Fenestration Testing Lab, Inc-, Test Report Nio-FTL6337 (sai*es A-1thru A-5). dated
(2017), issued by manufacturer- dated -0&114�17� signed & sealed by L)mnMitler, P1
niaterials, use, an&ormanufactmeofthepmdworprocew. NLU-suseofthis NNOAasanendorsementof aiwprockict,
2) Unif orm Static Air Pressure Test- per FBC- TAS 202 -94
EDD6/10, signed and sealed by Jorg
- e A. Causo- P. E. (Submiked underNO-4 _Yo. 11-
2- Statement letter ofno financial interest, dated 0411 & 17- ssued by mantifwhurr, signed
for sales. ackertisike ox any othet purposes shall autonme ally terminaler this NO jk. Failure to conTlywith any
3) Water Resistance Test, per FBQ TAS 202-94
010,up)
&I se2led by Lymn NQler_ P.E.
,section of tUs NOA shall be cmLw for tennination anA remo-wif of NOA.
4) T�61 per FB'C, 1AS 201-94
3. Letter of lab complianct part of the above test reports.
ADVERTISE-NIENT. The NOAnumber pxecededby the words Miam-Dade County- Florida, and followed bythe
5) Cyclic Wind Presme Loading per FBC, TAS 203-94
C, C -A L C TLT, A T ION S
4. RER Test Proposal No� 17-03 87- dated 05105 17- signed by Ishaq Ckanda� RE
-
expiration datee may be displayed in advertiamg literatuse- Ifarry astion of the NOAIS displayed. then itsh all be
6) F�rced Entry Test, per FBC, TAS 202-94
-hFBC-2014,
L Anchor venfication calculations and struclural analysis, complying wit
done in. its erairety.
Along with niarked-up drawings and inst2liation. diagrani of iinyl sliding glass door prepared
a
prepared by PGT_ dated 12-09,fl 5and last m- ised on 0111 5116� signed and sealed by
G. OTEIF-R.
LN_SFEf_T102\-- A copy a f this entireNLO.A -%hall be pro-dded to the user by -the mmaufacturer or its dis-tributors and
by Fenestration Testing Lab.. Inc-, Test Rnmft Ne. FTL W 48.. dated 11104�1 5, signed and
yL Miller, RE. (Submiffed wi der ANO-4 N& 15-1210. 01).
Anthon. -
L Notice of Acceptance No. 1-5-1210�01 1. issued to PGT Industries, for their Series
shall be available for kLTection atthejob site, at ifie request oftbe Building Official.
sealed by IdahTL Ortegx P. E_ (Test report revLwd m 0 L`04�1 6 and 02� 11/1 6)_
2. Glazing conVlies with ASTME-13-00-09-
1
557 01277 0" Vinyl Sliding GLass Door (Reinfoixed) - L.Ml" expiring on 04,114,121
This NOA revises & renews N, OA 920-:0429.05 and consists of this page I and eiidence pa-pes E- 1. E-2) E-3. E-4.
f
E-5 & E-6 as well as approval domment nientioned abme_
4-
Isha q L Clmndm, P-E�
11h2 q 1, Chanda. PE�
Isha q 1. Cuandim, Px�
The stkmnitted docimientationwis m4exed by Ishaq I CU nda, P.E.
Product ControlUmit Supers-iser
Product Coatrolruit Supervisor
Product Contral Unit Supenisar
NOA NO. 21-0 05.@ 1
N1011 N6. 21-02 05-103
NO-4- 1 -0 21 a5.03
NIOANo. 21-02�;.03
Z
11AMHU"COUNtym Ex piratianDatet Aprfll4,20126
ExpiratioaDatu April.14,2024
ExpirationDaw. ApriJ14.N!fi
Expiration Datet April'14,2026
SEE
t'- 7 Appr oral DAte- Ma reh it', 2021
Approval Date- Ifarrh 25,20! 1
Approval DatefAllarch 15, 2.011
Approva I Rate. Harch Z5,21021
Page I
E-Z
E -3
co
co
-M C�j
Cc
Cj
3k
iz
PGT Industrie.!6 Nc.
CGI W, indows and Doors, Inc.
PGTInditstrkslne.
NOTICE OF ACCEPTANCE: EVIDENVC ESUB'-%ff TTED
NOTICE Of ACCEPTANCE: EVIDENCE SUBMUTT-D
-NOTICE OF ACCEPTANCE: EVIDENCE SU,,BM=
2. Evidence Submitted under previous -submittal
E. 11UTERIALCERTIFICATIONNS (continue)
3. New Evidence Submitted
5. Quanex Part. Super Si)acer Standard comply-ing with ASTM C 518 Uvernial Conducth-rity
A. DRAUITNIGS
0-981 BTU-im/hr.-ft2-`F., ASLNI F 122,49 AS'IM1 D3985'Oxygen, -PASS, ASTM` E
A. DRA'WINGS
1. DraiA, i4g No. 'AM-5 5 70.0 Rev B_ titled --Vmyl Sliding Glass Dcor NIOA sheets
.2190 I.G_ Durability -No Fog -Pass. (Submined rmikrprerioits V0.4 �',Vo. 15-0409.05�
1. Drawing No-AID-5570.0 Rev B� titled *`Vinyl Sliding Glass Door NOA (I-Aff sheets I
I through 21 of 2 L prepared by nunufacturer. dated I 0.,X)S;l 5 and last revised on
through 21 of 21, prepared by nimufacturer, dated 10iU51 5 and ha_ imm-ed on 0101/2 L
04,22.,20, signed and seak-d by A- Lynn IMer, P�E_
6. Quanex Part, � Duraseal comp*-ing with, AST N1, C518, Thennal Conductiirity 2.22 BTLT-in/
signedand sealed by A- Lynn Miller, RE-
ASTM F 1749 WVTR-Pass, ASIM D 1434 Argon Penneance-Pass, ASTM E
Note This revision consists replacement of satne existing installation sum with flat head-
B. TESTS
21.89 I.G_ Durability -No Fog, ASTM E 546 Dew Point Development -20,1F in 48 his-
1. 'Test reports on.7 1) Air Infiltration. Test, per FBC. TAS
(Su&v ilked underAVA A& 15-00ROS).
2) Uniforin Static Air Presmue Test, Loading per FBC. TAS 202-94
7- Vision Extrusions- Ltd- Parts complying with PVC -AA -MA 303-13, Voliadary Specification
& TESTS
3) W iter Resistance Test- per FBC, TAS 202-94
for Rigid Polyvinyl Chloride (PVC) Extener Profiles for Vision ExtrusionsLtd..-VEX-1 ky
1. None�
4) Luge Missile Impact Test per FBC_ TAS 201-94
AAKA F enestration Extericw Profile Ctitificat on Program (Sit byWyed un der NO 4 A� 15-
5) Cyclic Wind.Piessure Loadingper FBC, TAS 203-94
0409. ot��)
C C.UCULATIONS
along with marked -up dfzvim_ and installation diagram of all PGT Industries, Inc-
8- Vision Extf usions,_ Ltd- Parts comptying with PVC`-_kAN1A 3.03 -13.
L None.
-6-0
representative units listed below and tested to qualify Dowsd 77 91 and Dowsil 983 silicones,
(Sijbmitted un-derAVA.Vo. 15-046AV-5)
prepmedb FenestfatiouTesaing Laboratory, Inc-, Test RepoiUNo.:
y
9- PVC-AAMA 303-13, Voluntary Specification forr Rigid Polyvinyl CUoride (PVC) Exterior
D. QUALITY ASSMLNCE
'Nfi2=-Dadt,
FTL-7897, PGT PW5520 PVC. Fixed Window (unit 6in pfoposal"), dated 09103,114
Profiks for Vision Extnasions, Ltd_:-VEX-1 by A_AJAA Fenestration Exterior ITofile
1. Department of RegLdatory and EcoriomicResmuces, (RER)_
FT-L-20-2107.1, PGT SGD780 Alumim-im Sliding Glass Door (unit 7 in proposal) FTL-20-
Certification Prograrm
2107.2, PGT CA740 Alum, Outswing Casement Window (unit 9 in proposal) FTL-20-
i Fenestration Solution, SA, In . or
10. Notice of Acceptance, No.. 184217.14 issued to Energi U c f
E, INUTERLU CERTIFICATIONS
2107.3, PGT PW76220A Ahm3inum Fixed Window (unit 9 in pmposg) and FTL-20-27167.4.
their -`Tan 3040 & light shade (non-white)"Idte Rigid PVC ExtetiorEshusions for
L Notice: of Acceptance No. 19-0305.02 issued toKurarav America, Inc. fofffieir
>
PGT PW7620A Aluniinum. Fixed Window (unk 10 in proposal) dated 07; 13�20_ an signed
INIndaws and Dow expmig on OD04,221.
"Trosifolt- Ultraclear, Clear, and Calor PXT Glass, Interlavers- evm-g on 07,08,24-
and sealed b y Idalmis Ortega. P_E_
i Fenes
11. Notice of Acceptance No- 1,&01,22.02 issued to Energ -tration Solution, USA, Inc, fbT
2- Notice ofAcceptance No. 177-0808A2 issued to KuraravAineq-ica, E�c. fortheir
their smies 'Allite Rigid PVC Exterior Extrusions for Windows.md Doors". ex�g on.
'Sentry-Glast, (0par and Alifte) Glass Intertayers"_ MPUM9 on 0?/04;23_
>
CL
C. C-ALCULATIO.NS
0129023.
1 Notice ofAcceptance No- 19-1106.10 issued To Ivi sion Exwuions Limited for their '-Brown
0
<
1. Anchor venfication calculations and stnictural analysis- conip�ing with IFBC 7'
.1-1 Notice of Acceptance No. 20-02103.03 issued to Enerp Fenestration SobtiM U SA., Inc. for
I
Coated (Painted or Lamma red) White Rigid, PVC Exterior Extimsions for AV, indows
Edition (2020), dated 04OZ1120, prepared by manufacturer, signed. and sealed by
their -Bronze & light shade cap coated White Rigid. PVC Ext*flor Extra i for
and, Doot-s-_ expiri I ng on 09130124,
AnthonyLynnMfller.. P_E_
Windows and Doors-- expif ing on 04/16,25-
4- Notice. ofAcceptance No- 18-1106.11 issued to Vision Exm-isiow Lintited. for t1teir series
2- Gbzmg complim %ith.ASTIVE, 1300-04, -09, -12 and -16.
"VE 1000 Tan 2 02 and lighter shades CNon--White) Rigid. Cellular PVC Ext"r
D. QUALITYASSURANCE
F� STAIFE-MENT-TS
Em"sions for Windows and Doors7_ expiring an 11,29,2 1.
kfiaim-Dade Departinent of Regulatory amd Economic Resources (RER).
1. Statement letter of conformance to FBC 7& EdWon �(2020), dated 0+21120. issued by
manufacturer signed and sealed by Anthony Lynti Miller, P.E.
Y. STAXE-NIE-NATS
E. '-UATERLU CERTIHC_kTION�S
2. Statement i�ter of no financial interest and of independent- issued ky inamifacturer'. dated
L Statenwnt letter of conformance to 1FBC` 71 Edition (1020), dated 01DI;21, issued by
L Notice of Acceptance No- 1.9-0105.02 issued to Ktiraray America, Inc. for their
0419120, signed and sealed by AiAhony Lynn Miller,, RE-
manuf2chm, signed and sealed by Anthony Lynn Iviiuff, P F
"'Trosifott, Uln-aclear. Clear, and Color PVB Glass'lnterlayer�. expiring on
3. Private Labeling Agreement docimmut between PGT_ dated 0330115 and signed ky all
2., Private Labeling Agreement dated 03i%121 between PGT Industries ', Inc. and CGI
07,108,24.
involved parties.
Windows and Doors Inc. � signed by Dean.Ni Ruark, P.E., V.P. Eng, ieff mig- on behalf of
1 Notice of Acceptance No. 17-0808.02 issued to Kuraray AmeAca. Inc. for their
,S� t'.
Wh cumpanies-
SentiTGbs,10, (Clear and N%bte) Glass Inted-avers expft on 07/04i2l
G. OTHERS
0-
3- Notice'of Acceptance No. 18-1106.10 issued to'Vk%ion Extsusions Linuted for their
"Brown
L This NOA reiises NOAL# 17-042U6 (PVT w,�CGI) and updates to FBC-1 02 0 (7111 Edition),
G. OTHERS
Coated (Pamted or Laminated).White Rigid PVC Exterior Extrusions
exp ffmg 04.,'2 1 T21 I
L This NOA reilses & renews NO.0, 20-0 429.05 (PLA wICGI.), expiiing 04,14.rM,
for lVindows and Doors�', expfiiri g on 0930,14.
7- RERTest proposals #19-1155 dated 01-'10120 approved by Ishaql- Clumda.P-E- expiring
The cuirent associated.PL4. CGI file #21-820-5.01- expiring 0C 14t26.
CU
4. Notice of Acceptance No. 18-1106.11 issued to Vision ExtnLsiims Limited for their
series "VE 100 Tan 202 and figbter shades (Non -White) Rigid Cellular PVC
W
Exterior Extrusions for Windows and Doors�", expiring on 121,1219/2 1.
< (3)
Uhriq L Clianda, P.E.
PX.
Z
Isha q 1. chaad2, P1
Pmdurt Cont"I Unit Supervisor
Product Control Unit Superrisor
M
Pro duct Control Unit Supervisor
NOAND. 21-02US'.&A
NKOAINO. 21_0!0s�03
<
NO--%, No, 21-9205rU
Expira tion Date: A�pril 14.2 0-26
Expiration Daite. April 14 ' 1026
_j
Expiration Date- April 14,2016
Approval Date. 11arr'li 25.21,021
Approvall)att.� M-arelLZilk 201
o-
Approval Datto Nfarck 2S, 20 21
E _5
r -6
SHEET
NO.
I
I
I
March 6, 2023
I PA 1.4
—00
>
0
MIAMI-MIAMI-DADE COUNTY
0
0
Mao PRODUCT CONTROL SECTION
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA, LLC
CL L_
co 0-
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (796) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(D
:
OF ACCEPTANCE (NOA)nM-_w.miamidade.gov/economv
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03
Cu-
toNOTICE
-0 -0 C) 0 r-
L_ Z a)
Cast-Crete USA, LLC
6324 County Road 579
A. DRAWINGS
A. DRAWINGS
A. DRAWINGS
= 0
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1,
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1. Drawing A16. FD4612, titled"Precast and Prestressed Lintel Details", sheet I of
.0 LL
—
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1, prepared by Craig Parrino, P.E. dated March 24. 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 '1 & 12
0 .+—
U) M 0 >
-0
SCOPE:
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all
— E 0
a) " L_
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, A E., on 08119114.
U) 0-
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P.E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino., P.E., on
12 C)-
F— C/) <
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
March 22, 2012.
B. TESTS
(AHJ).
B. TESTS
I. None.
1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
B. TESTS
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared
C. CALCULATIONS
Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 304044, dated 04110103, signed and
1. Alone.
1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14-236,
I
this product or material tested for quality assurance purposes. If this product or material -fails to perform in the
sealed by Christopher A. Damon, P-E.
C. CALCULATIONS
prepared by Craig Parrino, P,E., signed and sealed by Craig Parrino, P.E.
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C. CALCULATIONS
1.
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (PER).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
E, MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
1. None.
DESCRIPTION: ( Cast -Crete) 4",6" & 1211 High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION:
F. OTHER
APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
1. Quality System Manual./or Cast -Crete Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Casi-Crete Quality System Manual for Prestressed Products dated 2002.
by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010
revision dated .June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0"320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
I. None.
z
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details",. sheet I of 1,
A. DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1. None.
B. TESTS
County logo.
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 qf 3, prepared by
I , None.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
Craig Parrino, P.E., dated March 24, 2003, Iasi revision dated March 11, 2008.
B. TESTS
C. CALCULATIONS
W
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
1. None.
L Atone.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1. None.
C. CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
1. None.
D. QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
C. CALCULATIONS
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
any section of this NOA shall be cause for termination and removal of NOA.
1. Alone.
D. QUALITY ASSURANCE
E. MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D. QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade County Building Code Compliance Office.
bedone in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
F7
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
1. None.
L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the jab site at the request of the Building Official.
1. None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and
q
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
�lmy A. Makar, P.E., M.S.
�-,Melmy A. Makar, P.E., M.&
/
C /Helmy A. Makar, P.E., M.S.
10
NOA No. 20-0630.15
A-13 �.
Pro-Inct Control Section Supervisor
NOA No. 20-0630.15
01 art;tlull Supervisor
NOA No. 20-0630.15
Product Control Section Supervisor
NOA No. 20-0630.15
C3
iffMIA111-DADECOOMYN /k�
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Expiration Date: 09/1112023
Expiration Date: 09/11/2023
ci CX
o
Approval Date: 08/20/2020
Approval Date: 08/2012020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
01
Zz
Page I
E-1
E-2
E-3
';z
1� Ca -
CU
IT
cz
Cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
L None.
1, None,
B. TESTS
B. TESTS
1. None.
1. None.
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. None.
D. QUALM ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. ByMrarni-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None:
L None.
F. OTHER
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida 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
>
L
CCL
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables ", sheets 1
O
<
through 3 of'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
L
40
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
0
January 22, 2019.
=3
_0
B. TESTS
0
1. None.
L
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
=:3
1. None.
—0
F. OTHER
I. Article of Conversion for a name change,
O
UJ
CATelmy A. Makar, P.E., M.S.
Cl Helmy A. Makar, P.E., M.S.
< CD
Product Control Section Supervisor
Product Control Section Supervisor
Z __J
NOA No. 20-0630.15
NOA No. 20-0630.15
Im
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
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Approval Date: 08/20/2020
Approval Date: 08/20/2020
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March 6, 2023
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TILLIT TESTING & ENGINEERING COMPANY
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WATTIRR A- TTLLM JR, PH
I ti1IrGG@achC0M
I'L P.2. L ' ,.. 44167
EL CA,U'N�,.W06'I9
PRODUCT EMLUATION REPORT
REPORT NO.: 20-0728.Dl
DATE: July 28,2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY. Storm Panels
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: Q1QbALEEQWQftQn_P_r0_M9tr1_"
4800 S,W, 51 Street
Davie, Florida33314
1. PURPOSE OF EVALUAT-1 N.
This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
Professional Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose Intended
at least equivalaritto that required by the Code�
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions
2, E AMCE SUBMITTEM
2,11. PRPPMPJ EVALUATtoN DOCJVMEN1T_(p.iIE.Q.)m
Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thru 26 of 20 prepared by Tilteco, Inc,; signed and scaled by Walter A.
Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part AINS
Evaluation Report. ,,�,%li'I,11 t4l,,11,%,
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6355 N,W. 36th Street Suite 305, Miuni, Florida 33106- Phone, (305)871-15301Q, " t' 6 A �
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2.2. TES —REPORTS:
Large missile impact and fatigue load tests were performed under Protocol$ TAS
201, 203 as per section 1626 of We Florida Building Code. Uniform Static loads
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc.. Reports # 96-569 dated 08/09/1 996, #96-570 dated 09/1 8/1996,
#96-T30 dated 0912OM996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
At 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
0219�01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
P.E. and Henry Hattem, P.E.
Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009I
signed and sealed by Frank Grate, P.E.
2.3. S-TRUPTURAL ENGINEERING CALC XATLQW,
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 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
dated 11103/08 and 03112/15, signed and sealed byWalter A. Tillit, Jr., RE,
3. MISSILUMPACT RESISTANCE
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
4. VWND LOADS RESISTANCE:
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15,
16, 19, 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No.
20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
14,115,17� 18I 19, 20 25 and 26 of 20, Of Product Evaluation Document (P.E,D.),
drawing No. 20-176,
1INSTALLATIQN:
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 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 26. of Product Evaluation Document
(P.E D.), drawing No. 20-176.
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.QENERAL 03) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE P-ANEIS. STUCCO OR WQJV BOARDS BE FOUND ON NIL
&&M_M&_ZL_Wa,SA*HnR_Mn_aaLB&NaSD EXISTING WALL, ANCHORS SIHOLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT IPED) MAS BEEN VEIIHOTED FOR COWLANIF IN ANCHORAGE SHALL BE AS MENTA)MCD IN ELI) AND IN 6�2).
ACCORDANCE WMM THE 7020 (TIN EDITION) OF THE PDRIDA BUILDING CODE (0 TO_L0wr_W%W twtLm_�CM_A&M_'__��-t,
DESIGN WIND LOADS SMALL RE DETERMINED AS PER SECTION i62OOF THE ABQW MENTIONED CODE, - 1/4'9 WCON ANCHORS. AS MANUFACTURED BY I I W BUILDa. INC
FOR A MIND SPEED AS RCOUACO BY THE ,JURISDICTION WMERE THESE SHUTTERS WILL Be METALLED AND - #14-10 PANELMATE FEMALE 10 AND PANELMAIT PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
FoR A DtRECIR)NALRY PA01DR Kd-0.5b. USING ASCIE 7-16 AP40 %W,. NOT EXCEED IHE MAXIMUM (A S,D-) � 1/4"* LAG SCREWS PER N,C,S.
DESIGN PRESSURE RATINGS INDICATED ON SMUTS 7 THRU 12, 44, 1.5, 14, 79 & 20, - 7/14'0 � 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL Now SI-REW, BOLT & SPEcIALvT CE,
IN C)RO"P, TO VEMP� THE ABWi CONDITION. ULTIMATE DESIGN WOOD LOADS DETERMINED PER ASCE 7- Is C 1) MINIMUM THREADED PD&T9VU1QN 04TO WOOD OF TAPCON ANCHORS SHALL BE I Ilr ANC 2- MR RCO PANEWACE PLUS
SMALL BE FIRST PEMICED TO A.So DESIGN WIND LOADS Eff MULTIPLYING THEM BY 0 6 IN OMER 10
AND PAORMAIS FEMALE a
COMPARE THESE W/ MAX O,ASD) DESIGN PRESSURE RATINGS NO'CATIC ON SMUTS 7 THRU I;, i4, iS� ,P, ig III 70
IN ORDER -10 VERIFY 1HA1 ANCHORS ON THIS P ED AS TESTED WME NOT LIVER ERV_SSU. A 131 INCREASE IN ALLOWABLE 1.2) 1AMMUN! THREADED METFW-�ft OF LAC SCREW. 11471� ISE WOOD FRAME UNr SHALL HE ' 1/2- NO THREADED
PENETRATION INTO STUWO SMALL- BE C0NSrEJ`PED AS PAW 09 THE JOEQUIRU, THREADU FCMETRAT�OIN
STROM rOR WORD LOADS WAS NZ USED IN THEM ANALYSIS, TASTLNERS SPACING 10 WOOD RAS SUN D,,RWNEO IN
ArCORDOONCf WITH NLELS, XM8. C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SH41 BE AS INIXATED ON THtS DPAWINC
STORM PANCIL'S ADEWACT FOR IMPACT AND WIND RESMAKE HAS RUN VERIFIED ON ACCORDANCE Wnk 9FCTXIN 1626 0, F
T14E ABOVE METITIONED CODE AS PER HURRICANE ENGINEERING, & TESTING INC' REPORTS E6_5691 96-510 a 96-730 NHD C 4) MINIMUM PENCTRATON OF WOOD BUSHING SHALL BE S/H' 1/4' 0-20 SCAEVIS USED SHALL BE O t/2- LQNr MWNUV
FENESTRATION TESTING LAS INC, PIEPWI`, #2032 It #?Q6 , AS PROTOCOLS TAS-20i, TAS-20�. AND TAS-203 SHOULD '7VCW EXIST AN* I' MOMMUM FOR WALLS WTnf 140 STUCOD
AS WELL AS AMERICAN TEST UIB Or SOUTH FLORIDA REPORT, #0219.07-02, AS PER !AS 201, TAS 202 AND
JAS '03 STARDARDS C5) ON CAS
'E 11-7 PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD HOARIOS RE MUND ON THE EXE�T,Wc,
2, ALL ALUMINUM F)ITFUSIONS -0 BE 15063-T15 AO-1-0Y AND TEMPER, (UNLESS OYMERWTS�, NOTED) SEE SHUT 2 WALL, ,ANCHORS SHALL RE LONG ENOUGH To qW-A -HE MAIN STRVC1UAV BEHIND SUCH PANELS
ANCHORAGE SHALL BE AS MENTIONED IN C 1) C,21 A CA)
1 ALL ALUMINUM SMETT METAL USED AT CLOSURES SHAILt HAVE �110!i-HIII ALLOY (D) ANCHORS SMAILI BE 44STALLED FOULOYNNG ALL OF THE RFT:,T,~NoALnNs AND, sFmIrcAnoNs 0,- THE ANCHDRs IIAANLTACTIT,�R
4 ALL STEEL SHEET METAL PANELS SHALL HAVE 57RUCTURAL CUALITY STEEL ASTIA A-B5J GRADE 50 WONIMUM. O-60
GALVANIZED 5TEF DESIG-IT)ON W/FY- SEE ., (AFTER ROU,AT�, 8 PANELS MAY AM BE INSTALLED HORIZONTALLY FOULOWN6 WSTAUATION DETAIL SHOWN ON SECTION 3 T�FOLG. TO (SHEE-1, I
PACIGH 6) CIACEPI 'HAI HEADERS Q& (3) SMALL Not RE USED
5 ALL SCREWS TO HE STAINLESS STEEL N04 OR 31s "S SERIES OR COAROSJoh FE�ELSIRH COATED ,ZAWN SIUL, AS PER 9 T SMALL EKE ?HE RESPONVERUTY OF THE GONTRACTOR 10 VEMPI THE SOLINDNM OF THE STRUCTURE WHERE SHUTTER IS It) RE
PIN 50018 W/ ED Jmm TIELD '�TRENGTP AND 90 h., TENSILE STRENGTH & $HALL COMPLY W/ FLORIDA BUILDING CODE
SECM0. 2411 34 ATTACHED TO INSURE PROPER A1,1THOR.4GE THM 3H',OTrCR SHALL MY at ATTACHED ITT CONCLICTE, 3LO,C,, OR WOOD FROM,
4VILDINGS.
iL BOLTS TO BE ASSTW A-307 CALVANIZED StUL, OR AiSi 304 ,SERIES 5TA,NLJ�jS STEEL wrYMt .16 "I I.ANWOU YIELD
STRENGTH 10 EACH REGULAR STORM PANEL WTHI LENGTHS OVER 9*-18 THROUGH 12'-4', AS PER SECTIONS F, 8- 9 & 10 ANC ALTERNolVES. OW,
1
7 �, IERS TO WALL SHALL BE AS FCUOWS �_ . I OW ON SHEETS S. 6 6 12 RESPECTIVELY. SMALL HAVE A ,LEGIBLE AND READILY 'AS)BLE MARKING INSTRUCTING OWNER OR
,EXANT TO SECURE PANELS WITTI APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNOW,
W 19_EFJ5T:1NG�f1OJ9yP_0_KRM, I, IRE �NSWLATJQM CDNIRACTQR IS It, SFAL/CAULX AAL SHUTTER COMPONENT EDGE$ WHCH REMAIN IN CONINUOVS CONTM-7 WITH
- 1/4'0 TAPGON ANCHORS AS MANUFACTORCO Elt' i,tIv 9JLDEA, 14� (Wo r1192 RsI) THE BUILDING TO PREVENT WINDIRAIN INTRUSION
I
: :/4' -t - ', / ' ��ALX - I ANCHORS. -5 MANUFACIURFr Of OCWALT INC (MIN. t'F-3000 P .)
�.*- 1/4� scoo-SCT AIICHCPS� AS DISTRIBUTED BY ALL POINT SCREW. SOL' * SPECIALTY CO. 12 STORM PANE" INSTALLATION SMALL COMPLY WTPI SPEC!, KODWATE[i jN THIS DRAV,M PLUS ANY IEVIUANG AND ZONINI REGUtATMNS
(M�It I�I_30W POI I) ORCVIDED Bf THE JURISDICTION WHERE PERMIT tS APPOED TE�
- #11-10 PANEIALATE FEMALE 0 A PANE11MATE PLUS ANCHORS� AS MANVVACTUPED BY FLCO CONSTRUCTION PRODUCTS
13 (0) THIS PRODUCT EVALLA110N, DOCUMENT (P E O.) PRFPARE) BY THIS ENGINEER IS 094ERIC AND DOES NOT PRoI,iCE wroPmAlIom
IVIN !'3350 F.')
FOR A SITE SPECOIC PROJECT, ;.� WERE It< SITE COND,nC)IIS -
- 114"0 OF TAA-W ANCHORS, AS MAINUFALIORED BY _RV-I`AST CORPORATION W.-MOO P,I,") I . DEvKIF FRDM THE , C U
10) CONTRACTOR TO ISE RESPONSIBLE FOR IHE SELECTION, PURCHASE AND IWALtAtION INCIVOINC �IFE SAFETY OF NIS PRODUCT
A, 1) MINIMUM EMBEDMENT or TAPCCN ANOMOPS ONTO POI)RED CONCRETE SHALL HOT I VC� 2* FOR PRYFXATE FF,MAOE
4WD ON THIS P,54 PPOVIOED HE/SHE DOES NOT DEVIATE FROIJ THE CENDRIONS DETAILED ON TmG. OMUMEW
4 AND PAUFMALCE PIUS AND T I/4- MR CF TAFI-CRiP ANCHORS CONSTRUCTION SAFETY AT SIM IS THE COTTTWTDR'S FLSPONSIBIIIN
A`7) CAR -IN & SOLID -SET MC14ORS SHALJL HE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EUD&OMEAft INTO Oct THIS PROD47 EVALUATION DOCAPAEN't WILL RE WONSIDERED INVALID IF MODIFIED
STUCCO SHALL BE PERUFrTED. 1/4' 20 SCREWS USED SMALL BE I 1/2' LONG M;NIMU4 SHOULD STUCCO EXIST,
NO I" MINIMUM FOR WALLS WOM NQ STUCCO. MD MAY HE HEADED SCREWS OR � THREADED SCREWS W/o HEAD. Ott) SITE SPIECTIE PROJECTS SHALL RE PREPARED BY A FLORIDA REGIS7FRED ENGOKf3t OR ARCHITECT %HIC,t WILL BECOME THE
BUT WITH YANG NUTS ENGINEER Or RECORD (E ORL) FOR THE M04ECT AND WHO WILL BE RESPONS46ILK FOR THE
PROPER USE OF THE F E 0. ENG04EM OF RECORD. AUTING AS A DELEGATED ENGINEER TO DOE
A 3; IN CASE "'Ai PRECAST STORE� PRECAST CONCRFZ PAOIELS, PAVERS, STUCCO OR V_IOO BOARDS at rOUIND ON THE P�E.Q ENGINEER, SHALL SUBMIT TO THIS LATTT,r9 THE 0t 5PLCIFIC DRAWINGS FOR RE EW
EXISTING WALL OR FLOOR. ANC',�IOPS SMAILI, BE LONNO ENOUGH TO REACH THE MAIN STRUCTURE BEF,14D SUCH
PANELS ANCHORAU SHALL BE 05 ME?4n74EG IN At) AND IN A 2� it) TH15 P.1-0, SMALL HEM THE WE AND ORIGINAL SEAL AND SIGNATURE OF FRE PROFESSIONAL
ENG114VER 0- RECORC IHAI PEISPARET, IT
(6) 16 LXISTING CON=-E�E,,OQt_WALi_&,T&,C-9_Q
1/4' 0 TAPCON ANCHORS AS MANUFACTURED UT I I W FtUtLDE�. INC 14 SHUTTER MANUFACIU4.E.R'S LABEL SHALL BE LOCATE' ON A READI'l �SISLE LQCA,,OM AT STORM
1/4' . , 7/8' C-LIK-1- ANCHORS. AS NIANUFACTIURED EN DE*AL1 INC (MIN, r 1590 p., ) PA141L SHUTTER ON ACCORDANCE WITH SEVRON 1709.9 3 OF FLORIDA BUILDING WOE ONE LABEL
S,'ALL BE PLACED tQR EVERY CPENORG� LABELING TO CQUP�L WITH SECTICN 1709B2 OF �-
-_ I /4"0 X E/4' SCUO-5ET ANCHM. AS DISTRIBUTED BY ALL PEON! SCREW, t SPEC Ty I,
am III IAL o. t1,0RIUA BU(LDiNG CODE
(MIN I'_IBOO F.A,)
- 014- , 0 PANf,LIAATF PEVAU 10 ANO PANIFLIANTE PLUS ANO-Oks. AS MANVEXTURIU, By ELCO CONSIRD:TPON THIS DRAWING WU ONLY 01 USED TO I
PRODUCYS (MONI P7,071 F111) "O,101' I of ... OBTAIN PERMITS to ==Entj
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- /4� 4 CF tAP-GRIP ANCHORS. AS MANUFACTUNC SY TRO-FAN't CORPORATION
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B 1) MINNV-y EMERDIVENT DO TAPCON "CHORE. ELCOI PARET -GRIP ANCHOR, THU JINT C �� � �A�l
, , FLORIDA BUILDING CODE fRIgh Velocity M., cone Zons)l
-MAWS AND CF TAF " -
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INTO S-,I= StWIL 3, FILLIMIT'm v4- 0-20 SCREWS USED SHALL BE 1 ,/2- LONG MORIN,- S"OUA Cco , `��: 1, — GLOBAL PROTECTION PRODUCTS, LLC,
EXIST. mo I, MINIMUM FOR W-U-1 WITA NO STUCCO ,2� - P.T�
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FXQM=KV_A1,UATFQ?fRMMWJ1 NO. 204711,011 3
6. MATERIAL CHARACTERIST-1-CS AND FECIFICATIONS:
Shall be strictly in accordance with General Notes and Components indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation 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,
7. . IMITATIONS AND CQNQ1TlON6DY USL-
7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
on sheet I of 26, as well as General Notes # 1 thrul 4 and I 1 thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document i(P.E.D.), drawing No. 20-IT6
prepared by Tilteco, Inc. and signed and sealed by WalterA. Tillit, Jr., P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
No. 44167), President of "Tiltero, Inc, (Florida CA-0006719),
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D:ITILTECO ADMON RECORDS I P. E. FLEPORT.20 � GLOBAL PROTECTION PRODUCTS, LLC � 20 GA65
GALVANIZED STEEL STORM PAINEIL, ORWO # 20-176 � REPORT #20-0728.01
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TILLIT TESTING & ENGINEERING COMPANY
WAT-nRA. 17ILLIT, RP , P.E. tiltecouea0l.rorn
PRODUCT EY-ALUATION REPORT R.PT M-N� 44W
FLk:A.LtM11N,,.AD6?J9
REPORT NO..
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SIUB-CATEGORY.-
Storm Panels
PRODUCT NAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Protection Product"LC.
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
ID It 1906) to the Global Protection Products, li Rule Chapter No,
61G20-3, Method 1D of the Florida Department of Business and
Professional Regulation.
This product Is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required bythe Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions
. EVIDENCE SUBMITT
Drawing No. 20-1752 titled '24 GAGE GALVANIZED STEEL STORM PANEL',
sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
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2Z TEST REPORTS;
Large missflo impact load tests were performed under SSTD 12-99 standard as
per Section 1609.1.2 of the Florida Building Code, Uniform static loads as per
Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing
Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
R_ Mehner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 25, 2009, signed and seated by Edrnundo
Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 ISO 203 as per section 1609.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 11 23.01-10, dated November 23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
Tensiletest report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P,E, as perASTM E-8 and Tensile Test as
per QC Metallurgical Report No. 1 Oli 318, dated December 1, 201 0 signed
and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
2.3.STRUCTURAL I I CAI_QVLAT_1QN%
On 24 Gage Galvanized Steef Storm Panel for maximum panel length vs. design
wind load, as wei as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
I no., dated 1211 8110 and 08/27113 (for this revision), signed and sealed by Walter
A. TIllit, Jr., P.E.
IMISSILE IMPACT RESWAINICIE:
Large missile Impact under section 1609. 1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4. WIND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), dretwing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 1,9 thru 16
and 18 of 18, of Product Evaluation Document (P,li drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has Won verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
9 . I ,
&.11IIIISTALLATION,
Insta[lation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.),
drawing No. 20-175, Minimum separation to glass shall be as indicated on
sheets 3, 6, 1 3, 14, 1 5, 16 and 1 8 of I 8, of Product Evaluation Document
(1i drawing No. 20-175.
-6. -MATERIAL,CHARACTERIS.TK"AiDIEECIFLCA-TIONS;
Shall be Strictly in accordance with General Notes and Components indicated on
sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No,
20-175.
Anchor specifications shall be as Indicated on sheet I of 18, of Product
Evaluation Document (P,E.D.), drawing No. 21I
7
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 Tilteco, Inc. and signed and sealed by Walter A. 111111, Jr., P.E_
7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by WalterA. Tilift, Jr., P.E. (Florida License
No. 44167), President of Tifteco. Inc. (Florida CA-0006719).
WATILL
D:O TILTrcC) ADMON RECORC15 k?, E. REPORT.201
GALVANIZED STFEL STORM PANEL kDRWG#20-176 � R
1/4, 2/4� 3/4. 4/4, 5/5. 7/5,
5w/io, 6w/ll & 7w/11 [-IV 6/5
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3' MAX __ -,-,_ 1_ AWHORS: FOR CONCRETE SU SCHEDDUE OR SHEETS 8 & 9 -.--,- - ___r MAX-
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Z- � No 4067 i 01"ON of..
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ED CONCRETE FOR WOOC SEE SECTIONS ON SHUT 12 �
------ PaUR - � Ror PWRNED4GCR0MNC1r"Lr0Ec4C �3, MOL. 2.61*
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' SPANS V.LL)G FGft AS$, F,k:e1GN PRESSURE RANIG
MLMApgTD + D n D P.a.T
» D r+LLL.AF1 R T4E��, 1 QPoE141ED
NOTE MULLION CAN ALSO $E WALLED Wj0 SID" PANELS ON TOP
OR BOTTOM SO THAT IT
IS LOCATED AT TOP OR BOTTOM OF OPENING,
(ONE PANEL OPENING W/ TUBE TOP & WTTOM)
INSTALLATION DETAILS FOR REGULAR PANE.L5Ll) & (`1b
INTO EXISTING WOOD STRUCTURES
, .• SALT
av un ri¢ -
J YpAlY w r we v
m-1A
t NLewl r er. u] 4NFFBTA aF7]],v]gx
xnlOpman W m& Atm 19 Tl� 4't A tcU94 I
R +A-• Las BTRL W C a ti qL.
1 x. mrxkM TNN�IA+*aA
.
t s>M qjy�� i +i m'n xam fWAOtx � k y OtlMa
I`I
wa +F+zacn f Nrxl nP+ - w•„ra' t,N�a ..es--" ' aTwwE RI Ana TNwRA'FW'
J// ss- a 'w wOa ss.LaR, m ba.a w4ao HFn:4A. wr
) ..
��. n
T ' f` 45. ,' �• :t • � Pbr msuN...A..�raI TIASS '. 1
" ' i S 4 k
r It 1p Ni w � 11AeMW, IkoRB I
:A 49 S3
1 I � 7 4 � tJ!• ,a. Rrf A.,TSN
I
fi
{ is
r Snri a •�P4. 1I1'
9
E c# AwmA r
} T � Pxa 1 `i
-#
I 5A& 1 ,t V
_ I
• u In• a.c I - Ta R(xtl & 4 a„ I
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WPPP I i•�i" aT u.:ocuc I ' t
$
' y�y,�� -`�7
Cr. � i � � NA ,In EFPFMIAI• 1 - _ _ _ _---- -� � 19 ¢,W � � � � ]tlORKE
-i79P I
w xww4
� ro «LT � 4 � �a�
I
WALL MOUNTING
i tNSTALLATION - ALTERNATIVE 3W
I - S(`al E. Ile . i'r j . 4
' f /A 6 I i' •�•
I •I � F a'MC gnc I �.1 1 - i
Cxe
,rlaNn 11 .c 1«>ax aisaaa.
;, 1.
1]ra'"rPisr' ;Y�e
TN Ffk.♦TI TIx•a&
_ ._
BUILD -OUT MQUgTJNE
I;- I•'-e�A•n M&. o,, ... ._ /a•uc _..
... , MNHfP 5flA s>�Rsarac-..•
....1Jf.
INSTALLATION AL R Ai'tVE # W I
TEN , , Mn�,meA1 re4YANRw T 1
AT inwMalx
sDALE: Tj4r . r �`;
CEI Q FLOOR Mau - LING ;jI{AIj. i#i ELtlOR 11'OUNTING
WALL iIAOUNTINS INMAUaakl - ALTERNATIVE 4W INSTALS QNS - ALTERNATIVE SW
(SECTION AT TOP 15 LIMITED TO +55.5-67.0 MAX. TOLL£: 1/4' a. 1'
E11'�•1-ATION
- ALTERNATIVE A.S.D. DESIGN PRESSURE RATING)
SCALE: i 4 . i'
SCALE: 1/0.. 1' J
Pro`..Altr I
n•
;6 cel I r--INa:.Wn
I % -xP FwP1 AI,OrcP
N101R,tAxi�s1 IAOI
_MOUNTING
aIrATIAW
NOTES: - LIunMN7Nl7 iN•-�T�ION - SECTION 4
�tyti,•
T. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.SO. DESIGN LOADS •»•//'aA+Ai
Q ". '�''.
UP TO +55,5 -72.0 s,t, AND PANEL'S LENGTH UP TO 8"-0"� .*
P CENT € O BUILDING CODE i h Velocity Tr1 cone
2. FOR NEW WOOD FRAME CONSTRUCTION: WD00 MEMBERS TO BE SOUTHERN � �:°� � FLORIDAH Nu Ga ZanB
PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. NO. 41 B7 .20" TITEM M. 20 GAGE GALVANIZED STEEL STORM PANEL Pn
COMB[Nn k OF SE'nONS: I] m/eaf2oso
NOTE E ; a'• ST of I GLOBAL PROTECTION PRODUCTS, U.C. wE.
. ,___.._.:
'S9a •••, e'C RiD4L :' '^ ' } / I.:I C {r �% INC. 4600 SW. sl STREET
TOP BOTTOM 04*'
& MOUNTtNGS CAN BE ,/ FF ., TLLTF TMnNN] & ENOtNE4NM0 COMPANY A 3J]la
COMBINED IN ANY WAY TO SUIT ANY n • •' �} .un• R. a. ]aA waaM awa+a n sWN arrnr: {s]aNaa-]s4s, rAF: (ax)eeM-t,6] 20-176
w••]nl- ,-lasx
. ApmL
�aTN _ _ DRWAM Ear
INSTALLATION. 'AAA't1 `MILL s19rJUTtme•Ti
OR,QA N187 ev[ SN11ZE1T 14 OF30
COKCRETE ANCHORS 0ONCREIE ANCHORS FOR LVNCR62E ANCHORS SEE SCMVAE *$I SHW fa<
(SEE SCHEDULE OR (SEE SCHEDULE CN a- FGR WOW SCREW: SEE SECTION CA SIM is
SHEET 74) _ SHEET 14) '`•-3`^- 1, 2, (i iW/15
y A"" ,A 2/4, 2A/4, 3/4 ER 4/4 1, 2 & 1W/15 Mar:
�]•
REtkFlk _
.SOD" .SPdI'
.LAP,
' I�-I i'?`��; - I;RFMARET) �'
POURED CMlCREIE 4 ..4(� 1 IT
0
�II ill it l► �l it
i Fl l
I r I I
TjSEE sQNm,A_r ON II - s6E seH€Duee ox-•- 7
SHEET 14 ( I Y SIILR TR 3 e I ItErO PAHEl%j E tiVIER" FANEU (xn/:'" PANEL)I � (P� ae PANEIl I j (ETA PANEL)`
(F(Ri MY.Q � TUN'! E � TO OV35SEI O' 1 I 17' I{ I i! I I I! i 1 }11 1
_ -
J_{{I
TttTWF4C''w#
EVERY EVERYSTUD a 12 1/2' O.G STUD a 12 IJ2' O.0
i i
1 I!�
xaN3iIJ/'(33a•
,---____
E�IE
MENONE
Or//TN
..-.I.._.+iII3i
r T b•M4a SP UTB /e alin _�1f
2 L ..
2 C�S D3 .
DEC,J4(SEuEAi)A t
(SrvE1E I
r
I { 6 I I €i
I I
PE LOCATION ONO PM a li 3 I t 1 I
AS LT Qs) I I I[ I
{SCE pE1AA5 T/i•
i!
' •' d y j ( ' & 2hq jC+- P AT ENDNiF. ELS) OR'
OR S. � I I I I �. J i I �� I 1. AT CND PANELS)
7tl
� '
!
4 i II(SEE GEfAll5 IJiA
POURED CONCRETE•' 1 i ,•3•, nn {! '! I: I I! I I f I r{ r EI I 1 T& 2 1A
-J 7
�.WALL I
REDMNi r
I
ED1/4, 2/4a 2A/4a 3/4 OR 4/4 is 26s YW/15 1, Z & TW/16
I ALTERNATE LOCATION
AREA W'NO LIFE SAFETY PANELS ON LIFE SAFETY PANEL I.
, » / LTIUTWY 4F L'FE (SEE NOTE (BELOW}
t I - 7-e REGULAR PAR w/ oR - - - --" SAFEfY CU --!
= I I W/O REGULAR TRACKS (SEE NOTE T -
''� !;7
CONCRTE ANCHORS _ % .'I BELOW) LAST PANEL TO BE INSTALLED AS
_ _ f'' WEtl OL �^y �.F 4 //�� gyp`, UFC SAFETY PORN PANEL OPENING SPA"
( SCHEME 4) P ION i O I A STORM ALWAYS
TOURED CO'c'e" W,, 00.0 m) 70 ACILITATE INBTALLATIolPtf NDED
Canf. REDUNtED f' �E
,
S971CRkTE ANCHORS"- L 1 TO 6E N5iAlLEO OR REMOVED FROM iN40E
A OF STRUCTURE
ONCIsm
SCHETE
ALE ON
SHEET Ta) `.'-"""E D._.__ 2ELEVATION
LIA SCALE 3 32'.T" T TION fL' O
.iYl►Li.�.hil?!iI•iT,IN�.,.lt A� �I,�, AND O R MOUNTING INSTALLATION 1
-4EGTION 1 SCALES 3/a' = I" - SECTION 2 SCAL.E: 3/8' . I" ; -rJa 00GR 7 t e it w ,J •.
., , GAP
SST.+..S..J.IEF..`�Tr:_SipRM.f f.ICLti-I.;,S7E61...It3STAi.`.ARO.kL.s
F (FIRST )-
T U £ SAFETY 5T0 PANEL CAN LOCATED D AN Es! P R P. STORM BE EEL E AS D ANEL.. !T a OR wsr PANEL) 1
T1
allm INTERIOR PANEL. HAM' P A. NTERrNL PA4:LS OR AS TERTOPANEL LOCATION HJ BETWEEN ENO PANELS), B SALTETrNLTE LOCARON
]#77F. t7
LIFE SAFETY PANEL MAY OR MAY NOT BE INSTALLED AQJAC£M TO REGU,AR PANELS AT PANELS
(W/ OR WIN REGULAR TRACKS.) SEE Non Q
r+ /� Ey p
2. Lift SAFETY STORM PANEL CONSISTS OF D.039' GALVANIZED STEEL STORM PANEL AS NCT.ION 8-0
PER C{±LfPONENT i'tJ, SHEEP 2 OF DRAWING. SCALE: Vu._,.
THIS PAPIEL ALLOWS fTSELF TO BE REMOVED OR INSTA(.LED FROM THE rNSIDE OF
STRUCTURE.
LP�•TIQ/i
3,BE DDRRAWINCO ON'�iT gk BOTTOM TT2ACK TO
BE CSAFETY PARM{ PONE T AS PER SHETOP ET 2 TRACK
fQ,`
*`R,T,P
COMPONENT MAY BE INSTALLED WALL OR FLOOR MOUNTED FOILOWTNG SZCP04S 1 4 & V ; ' " 'S
2 ON THIS SHEET, AS WELL AS DETARS I & 2 ON SHEET 14. `�Q'•J '.
�yGENSF
FLORIDA BUILDING CODE (High Velocity No Icons Zone
r
H F R P -
4. M:n, L.E2'I',T O LT3M ONENt ®S 15" -
No.
Mo ANCHOR SPACING FOR C�]PONENT ANCHORAGE AT BOTTOM I`a GWEN ON I 20 GAGE GALVANIZED STEEL STORM PANEL
GW:
SCHEDULES I & 2. SHEET 14. RiWN
*
COMPONENT I&MAY DE PERMANENT OR REMOVABLE WE 07JIRJ2020
. YU'•, AIw ,/�1 DATE
GLOBAL PROTECTION PRODUCTS, LLCa
5. SEE DETAILS FOR INSTALLATION INTO W00➢ FRAME BUILOiNGS ON SHEETTS TTs�'QO •. Q� ` --' � IL �1•`". ty yr (�c. \ 4WO0 sw 51 siRfxT
FFiSt TIUIT TESTING FL 3MT4
6. SEE SHEET a FOR QUAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF i j, tN*'� + & ]ENGINEERING COMPANY
4 N A 'P Yn M. m,. ]wt ANno { A 11.. M§ttaY: (e )Ae0^FSab. FAY:. (454)M-M1 2D-17>3
AArIriN
SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCD/WD00 WINDS. !!HL IM41Y '/ ._-.-. ""'^ .Lam; °tli-'} . •°a °i"-i°N ,,,,,, ,s, ,,,, s",4 �,,,, nRNpND Nu..
CA-DMe]IP
pE. Sf,+4/51GNAT`JAEf'WTC AN A. YIiUT UF. TP£ ea 1T'w STIEET T3 OF 26
F u +<8
�eXIM A.M.2ESIQN PURE RaNG (,a,.s L) AND CORRESEQUINg
MAXIMUM PANEL LENGTH "L" SCHEDULE
tV" ONLY FOR PANftT3'i, &LOLL MKPALLATVNPI - PPO aTRN1N6 I n4RN ID. FMa CHFTR I A A Al
LIA%tMUM AS.D.
G P.r.r.)
uaa, P�tEWGiN ]BtN4r161
lSSL n.
n#FMATSON
m OCAS,
PAl�L
GVHpi10N
i I'MIKN
OF CTNEW
455.0. -72A
V-5, OR LESS 1
2 1/4-
I UNtmm
t TIM b 3 T
To Ir 9' WA.
2 3/A`
UNBOLTED
I THOU 5 h 7
+55.0, -73,0
>0'-e" TO 11 -2' Lf a. E
2 1/2'
I BOLAiE001Efl�
1 e
ON LESS
] TJ2`
•. OIX.TEO yp'p+plN
ar e & 10
Bal W/ 114`a-2+b1" S..S IM A IVINWAA AT 0+ERIAP & MI MENOM 0. PANEL
muo ONLY FOR PANENSCtS& QiNRTALLATQN5 AS PER swnelms 1 TNRH 7. ON SHFCrG 4 A %)
ALWMIIM LSO,
DESON
PATPIGS(p Et)
_ _ NAtfluuM .INNGWIXtSwCRFi FDIC E.D.. ] i j2' '+'
APCTIONSE TO
+ L&FIGI PANEL secrloNs & uM u
i
ANY LF1iaiH 'L' +I.
�N t )
IgTROA
TAPCON
CF TAP -GRIP
_ CALK-N
FANEUMFE FEMAU a
•�. PAAELMATE RUB
m'E I'R@TF
tb CONGREtf I DETf
10 ObNfAETE
m
I LDKNEff
i
r
rG CDNCtL+IE' : CONCRETE
BUICK
t0 CONCRETE
C
BL�
N/A
-.-s� •..
NJA NJA
8'
MJR
0• _AAA
0'
NIA
+ )
5-•.-.
e
N/A N A
e-
Ir
e' B'
0'
0"
1 t�T101r
0' N4
/
N A NA
/ /
1
@'
N A
/
0' N A
/
C
�
N A
r
f 2 fsO'I
N/A N/A
e'
{ MIA
NJA
t tROPrxAj
+55,5, -' _o
&` } N/A
N/A NfA
8
i/1-.
- @' I NJA
e'
N/A
7'-5" OR LESS
ORLESS
3' S`
NJA N/A --
6"
y 6-
6 I 5
IF. I NJA
--------
6'
6'
@'
! NJA
3 {aarmm)
I 7 {TOP) 1
6' 1 ]'"
N/A NJA
,.•.• a'
a`
f B'
^•
+ & 7 (wYvN) i
NfA Njk
t2 IJ2' @ t/A•
12 1j2• �
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6 IJA' -
0 Tf4r
S tTCMIJP/afl{mt) (
SEE SHEETS " & , E FOR ANCHORS TYPE & SPIKING MRiN ALLhDDNS iMD WOW F1;µK BUNOnitl:
WIMAIM ANCHOR SPACRGa'S AND WNW LOGE DISTANCE ARE *WA= m umSCHEDULE FOR C.0 LESS
THAN NDCkTED ON SOME
E REDUCE ANG1:R SGSPACING 9Y MLLAREYNO SFACRM S U" ON SCHEDULE By
THE FOLLOWING FACTORS, FOR INS OPERATION TO BE FDSMI.g RIDiCED SPACING OBTAINED iSNG FACFOR
9 NOT WlfSB 1Hk4 MNWW STWCNO NTCATED FOR Fh:N. AKia]W TYPE AT ANCtIM IEVE.D.
t!a'a
Tj4w
rJ#'4 Ttx} t/xs
tl#•e
AILCWmL TTWt
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fTMMNr. a PINS OYY-W
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i ] x I/z
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s t
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-
_.
IA
W.rP
_ ._
_
-
�.-.>-IIg•�.
1/4' lb. a 5/8' LONG BRASS B1�tlNG W/ INSTALLATION
�T� FOR REGULAR PANELS
- A
.-._ - M.S. 0 6 1 '4 G.C. FOR
/PF/INEL um
LNG `�/900
LENGTHS up m o'-o" s IJ4' oc.
INIQ ,IRES
FDR LENGTHS UP 10 a'-r W, OR /i4-10
-•-` RAMELMATE FEMALE ID OR PANELWTE T`tA+B a _
i l 2' O G WiM 2 1#' Min. TMRikUED /I
.SIBUCT
NEiR1 m foR ALL LENGTHS rw•
FE TNN+I NR'.]AER
{"t0
I,
I
SCR2Wa' $ tJ "
a E• i
To w EYLO ^ TLM,
1
,
I
J
t
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I'
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1
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ED 1
9
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ED
4
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EO {
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`
T
I
'
I
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1
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aEDURLD 3
!
i
ygbp me,oEx
�
4-
kEW.EO
_
s I
S � �
ALTERNATIVE i W
2W
� �
tom. A
SCALE 3/a=1'
ALTERNATIVE
3/8. 1'
j
'
-,(ON a -set znr I
SEPARATION
�_
j
SEE SCNEOULE ON SN'cc-! 6 4 S
FOR Q. S1d1 } WBfG�a
&VER`,s'JzNP il
E�
I'
S.
-SCALE
I
TO WASS : 1
I
4 12
N
,
IL
)
„.
EDED
l.-..
• -',. I ED}
E07.
,..
ED
` '
y
Lai
i
I..
•'�.
y
1E
SreTOC
_ I IrDGtI RJST€
aNWfO
W I4- • S!9- LOAD BRASS 811/*-0I
wJ tla•e-xm2- SS. Ms. a e 1 j4- oc
FOR PANEL LENUFtE OF m V-0" AND 0
4• SS
I + ra�fis
h--•! fl, !{ay
1 PLATE
r
1 O.O FOR Lowrie; W m W-e' MPS.
/1a-10 P•ANEUAATE FEAMAL ID OR
!
PARELMAn PLUS a 12 1/2• a. G W7M i
i _ V., LFS SCAEML At
-, +r I.k +1•wm >
ALTERNATIVE 31W
ALTERNATIVE AW
Wn, DMICADED PENETRATION AT
- MIDWIOO, OF OfISTNG WOOD PLATE FDk
j
IRE nlI•tE f ]]a9'AOPI. ffi PLOY_
SCALE 3j$«1'
SCALE 3/$.-1'
Na_ LENGTHS UP TO 8'-W Mm.
I REQUIRE➢
COHALTERNATIVE
WOQjZ FRAME
D#R I tA�•T�Ow RU LD-4U�
NTiNG INSTALLATION
NOTE : SNUFFER TRAM NOT, sNQwN r CLAIM
A TL Z
SCALE 3/8.T-
N��#ENiFJ�
19ftTE§*
`St�MsT�
1. !NSi T!ONE ARE ONLY VALID FOR BILDIMOS WITH A.S.D, DESIGN LOADS
PSF AND. UP TO D`-8".
,:•,yCAENTSAc k"•�
FLORIDA BUILDING CODE (High Vlllaotly HurrlDaha XonB)
UP TO +55.6,. -72.0 PANEL'S LENGTH
2. FOR NEW WOOD FRAME CONSTRUCTION;. WOOD MEMBERS TO BE SOU'tl4ERN
,8r
� �' �. •`_
Omo *APEo1z Ptc
20 GAGE GALVA'NI'LED STEEL STORM
PINE NO, 2, Wj SPECIFIC DENSITY OF 0.55 0R EUAL
I"�O. 3-}r ¢
PANEL.
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,.
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-
20 7
COMBINED IN ANY WAY TO SUET ANY
'.R4'4,
+.x :ice) nq ` m-ICI
a..•es adTAa� `�
t
INSTALLATION.
-
"Ou NT
en t]]N :E+u1svG++A1TRaEdw+E
tw0@tTs
WAITER A iMl.� ,R,. PE
Ftt'R'sa4 LF... 44ta3
ae IT-,u
a -
1 d;".T. ( ALTERNATE
�.� (�%7.-� {`+.�
AT END PANEL, 6
_ J" STUDS Fs EVERY
+ ' OVERLAP
l
I
1Z C. T ,
j2 a. z
I. - - --�---•�•--'�-�I-- 1; I � AJ8' wn {CASE ,) �_
I o r 3' ARn. tCASE n
STUDS 8 EVERY ( I I I T
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t12
I
P I TO 4IOtO HEEL
I 1 ( I a
7"
I 1
4J I �/'^^yy I
i I
1� THIS)
E
j SEE I SEE INTERIOR PANEL '`-"END PANEL -
SCHEDULE FI i NEOVU $i f
OR 3- - �r SCFOR Ma FOR NPR. -3.
ANCHOR ANCHOR ANCHOR _.
OR DIRECT MOUNT
SPACING SPEC Ne
MOUNTING INSI 9DR-W-PLICABLE TO
SCHEDULE 1
-
MMAXIMUM A.S.D. DESIGN ING(R ad.) AND
fORRESPON,DiNfGMAXIMUM AN IiCiR SPaC#N{� SGHEDULE AT `? FOR
II ML?TIONa INTQ CONCRETE & CQNCRUE Ru
-5^NaDsiE..fi 1 Ys`T n'8_iA41 NDUNT CONDITIONS TOP k)3DT.!.0�.}$i E Q_ . 3 1 F,2�"
LOCATION
..j AT END PANEL
i ..
I I fi
L T
f�i ,
1 I I !
If t��rt�f M-
{
I 1
I
I
i
I I
i
1 I
j I T
t
I{
i i
! i 1
t 4' , SEE S, +, INTEFROR PANEL `--"-END PANEL.
{$p,I0.4 t4LST-' 50WE'WLE + SGaEOU1,A •
M&0. ANCHOR Ak 1'. F
5PACM0 SPACING
xNG
SCALES 3lie - I'.
MAXIMUM PANEL II,091H "0 SCHEDULE
APPLCAvtt 4N_�Y .IO�ESTvDNk _7_&,..i.?%UD�9F'�,L1fE SAtLTV 57CWM
ON SHEET 13T
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TO
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tm: I
TO
CON£kET`
CONK EtE
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TO
COIJCRETE
CONCRETE
BLDCW
r;
N/A
N/A
N/A
6"
N/A
6'
N/A
8'
N/A
I & 2 (ICP).
55.0E -710
B•
7'
9'
9'
4-
9"
G.
9-
9'
B.
I (BOTTOM)
5'-0' OR LESS
6'
- A
NJ
N J A
N A
J
$"
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8'
N A
/
6"
N A
1
1 (T
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? 12'
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T BDrtaN
+550 -720
8'
N/A
N/A
NjA
6".
NJ6„ A
a`
N/A
b'
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DESIGN PRMV,TRC RATINGS INDICATED DIS SHMIS & 9 THRU IZ A 17, 19 PENETRATION INTO STUCCO SMALL WE CONSIDERED AS PART OF INC REQUIRED THREADED POICTRATION
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2 ALL ALUMINUM EXTRUSIONS to BE 6063-16 ALLOY AND TEMPER (UNLESS COGETAISF NOTED) SEE SHEET 2 0, ANCHORS SHALL W INSTALLED F"LLOWANU ALL Of THE RECPM&HG4PAFONS AND SPECIFICATIONS OF THE ANCHOR'S MM,J17A�-UPfff
3 ALL ALUMINUM 1-44M METAL USED AT CIOSURFS SHALL HAVE 3lO5-Ht4 ALLOY, 8 PANV�S 1,LkY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SETH I THROUGH 6 (SHErTS 4
1 ALL STEEL SHEET METAL PANELS SHALL Hl STRUCTURAL QUALITY STEEL, ASI!HA A-653 GRADE 60 LIINIMUM� G-W OhLVANIZED ILPTCOov, 51 FXCI�j- FINAT Hr"R90 A,Q) SHALL NOT BE USED
SIEEL DESIGNATION W/FY- 922 P,tl (AMR ROLLFD3� 9 4 S14ALL BE THE RESPONISIBIM-TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
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1 500�8 W1 50 Ini YIEUI STRENGTH AND 90 KH TENSILE STRENGTH AN, SHALL COMPLY W1 RORIOA 8U'XOIG CODE SECTION
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II 6 BOLTS -to OF AS714 A-SO7 GALVANIZED STEEI, OR AIST 304 SERICS V,,AMM SIEFIL. WITH 36 4:ts MINIMUM rIEW STWEEIGTH SECURE PANELS WITH APPLICABLE RaRECIFICEMENT DURING PERIODS OF HURRICANE WARNING
7 ANCHORS TO WALL SHALL BE AS FOLLOWS, 11 THE INSTALLATION CONTRACTOR IS TO SEALYCAUL� AU SHUTT-,R COMPONENT I WOCH REMAIN IN ,,ONFINUT,US CONIACT ARM
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STUCCO SHALL RE PERVIPED. I)tC P-Zo SCREWS USED SHALL BE 1 f,12- LONG MINIMUM SHOULD STLIcef, Exist (d) SITE SPECIFIC PliaJECTS SHALL HE PREPARED BY A FLORIDA PEI�-35TFROD ENGINEER OR ARCMTECT WMCH WILL BECOME THE
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INSJALL�TION DETAIL5 FOR REPULAR PANEL, INSTALLATION DETAILS FOR REGULAR PA I
, F--"--'-- INSTALLATION DETAILS FOR REGULAR PANEL �Tj INT9 WOOD
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=' ,; 0. 44167 '-. 1- 24 CADE GALVANIZED STEEL STORM PANEL NM-ED&S&Mff1NA1ir&--CE-5=11=: 167 '- = 24 GAGE CALVAN12E - 175% "
-- ORAWN v DESIGN PRESSURE FWING (p.s f) AND PANEL LENGTH$ = * : , = D STEEL STORM PANEL I DIAIINIt, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUL,ES ON SHEET 3 _" STATE OF . Z I DRAWN TW:-
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MME, PL 20-175 - '10m /I- 'Z1v =*=� Y %.E. FL WOH; 20-175 1 11
I uItImmaditric co;F-- - ILE, oo AN DENSITY OF 0,55 OR EQUAL
2 FOR NEW WOOD FRAME CONSTRUCTION: W00,01 6.1. ",III ..... IIIH � 2 -1
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INSTALLATIOIL . o I t �,LI, " t"I'tetto N.: MEMBERS TO BE SOLITHERN PINE No 2. W/ SPECIFIC 4&�; 40, - --- ill
10 I -OG0671. DENSITY OF 0.55 OR EQUAL, -- - SENjIMOMPTURIE./AVE 04-110171�1" I
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EIS111311INCE:11RING EXPRESISS
#*RC30UCT EVA,LUA'rlIE3f4 REPOR,T
September 15, 2020
Application Numbal 17860.1 - R2
EA Project Num,li 20r31541
Pful Manufacturer All American Shutters And Glass
Manufacturer Address, 1640 Donna Road
West Palm Beach, FIL 33409
Product Ismi Oescophow 249aGaulanizedSteal3formPartels
Large Mll Impact Resistant
Scope of Evaluatiam
This product Evaluation Report is full issued in aneardannererth the requirements Of the Florida
Docurnment of Business and Professional Regulation (I"Imida, lOuRdingi Commirsisrom Rule Chapter
6IG20'3,005, F,A�C_ fur statewide acrelptani per Method lidi The product noted above has been
tested andl Evaluated as -summarized hereto to show compliance with Me Florida Buffifing Code
S.Verri Effificar ii and is, for the purpose Intended, at least aquatallem to that nacruhred by the Code
Fre-evoltrall of this product shall be requAred following partial Florida Building Code modifications or
revisions,
Substantiating Data:
. P29DUCTEVAMMINDOCUl
EX drawing#20-315431iftled'24gs Galvarnzoi Steel Storm Pariels, (HVHZ Ill NUXI-HVHZ)'� sbeals 1-5,
prepared by Elingurehiring Express. Signed &,reated by FlankEennarl P,E, is an integral part Audits
EvaWadont Report.
. TEST REPORTS
Uniform static; Structural performance has been tested in accordance with TAB 202 teal standards pat test
reportisif *BT,ASG-1 7-001 by ElGanavattr Testing, Inc.
Large missile impact resistance and cyclic loading peribrintance be,,; been tested to accordance with TAS
201 and TAS 203 test standards pet lest repontst #ST-A$G-17-001 by Effackal Testing, Inc.
. §TRU-C,Tt!RALENCIN90NOCALCULAT_IgNp
Storatntal engineering calculations have been prepared which evaluate the product based on
comparative andil rational analyst& to quafify the followng design critena,
1, Maximum Allowslare Spans
2 Mimmum Allowable Spam
3. Minimum Glass Separation
4 Anchor Spacing
IGO SW 12"' A,,lEI SUITE 106, DEERFIELD BEACH, FlooioA 3'3442
(954) 354-0660 1 f666) 396-9999
TEAM4ENGINEERINrkYPFl
EhGINErAlINGExPfleil
ENGINEERING
i - I i-
IV I pal u1`2
All American Shui and I - 24ga Gakanized Steel Storm Panels
No 33% increase in allowable stories has been Used in the design Bi product,
Separation from glazirg isnot required (at installations outside otwil zone 4 and esserull facilities.
Impact Resistance.
Large Impact Resistance has been demonshaped as evidenced in previously listed test repori and is
accounted for in the engineering design or this product,
Wind Load Resistance
This product has been designed to rosart Mind loads as indicated Am the Spain seboduletsi on the
losperallive Product Eyeful Document (1,a engineering drawing),
Installatfign
Thai product Shelf be Installed in strict compliance with Its respective Product Evaluation Document Its,
"ReQuing thavi,ii along with all components noted therem.
Product components shag be of the material specified in that produars respective Product Evaluation,
Document ([@� engliturering drawing).
Limitations & CondItions of Use.
USE of this product shall be in stritt accordant" What the respective Prod ul Evalrefion Document fro
Ithroineering drawing) as noted herein
NI Supporting "at structures shag be assigned to ressit all superimposed loads and shall he of a matranS I
Isted fin This produers respective anchor schedule, Host structure conditions; which are not sectcumad for
I. thil. product's respeative anchor Schedule shall be designed for on a srat�speolfic barl by a registered
professional einglineer,
All oompsmerm which are permanently installed shall be proteated agatrat corrosion, contamination, and
other such damage at shirmes;
This product has been designed (or rise within and oulaide, the High Velocity Hurricane Zone (HVHZ)
o"peal
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ENGINEERING ExPREse
h1+004654t) I Ill Atith 9885
260 SW 12111 AVENUE SUITE 106� DEERFIELD BEACH, FLCRIQA 33442
(954) 354-0660 1 (Sti 396-9999
TEAM 0 ENcrNFERIN6 E xPmEs 5,coM
ENGIRIEAINGExPREs5,cl
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ANCHOR NOTES:
1, ,ANCHOR SCHEDULE APPLIES TOALLPIRCIOU,
7TF CERTIFIED HEREIN, 13LIT ONLY PROVIDED
MAXIMUMALLANVOSLE ANCHOR SPACING, KAXI MUM ALLOWABLE SPAN' AND PRSE5U I INDICATED
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2 ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING "THEEXESTING51FRUCTURE
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- URERSS'RECOMMENDAT"DENNS.
4, ANCH6RSSH4LLSErNsrAL_ELJIN AOCORDA,NCE W(TH,MANUFAIT
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