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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 orA.H.U.
Air Handler Unit
FR DR
French Door
REF or Ref.
Refrigerator
ALT or ALT.
Alternate
FRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REQD or Req'd.
Required
BF
Bifold Door
FTG or Ftg.
Footing
RM or Rm.
Room
BK SH or Bk Sh
BookShelf
FXD GIL
Fixed Glass
RND or Rnd.
Round
BLK or BILK.
Block
GALV or GaIv.
Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G.C.
General Contractor
RS, RIS, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot,
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRGorBRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
H DR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
SL or S.L.
Side Lights
CJ or CIJ
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
CLG or Clg.
Ceiling
HORIZ
Horizontal
SPF or S. P. F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SQ or Sq.
Square
COL or Col.
Column
I NSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
K/WALL or K/Wall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
T13
Towel Bar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
THIKN or 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
ILL
Lintel Length
TOM or T.O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O.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
me
Medicine Cabinet
TRANS WDW or Trans.
Transom Window
DIED 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
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro.
Microwave
VERT or Vert.
Vertical
DV or D.V.
DryerVent
NTS or N.T.S.
Not to Scale
VL or V. L.
Versalam
DVIP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owners 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
W1 or w/
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
VVDVV HDR or WDW, HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W. H,
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WIC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT 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
WIP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
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
12-8-15 2.0 ADDED VAULT. CLG.
12-28-17 3.0 2017 FBC UPDATES
02-21-18 4.0 ADDED GRADE Br:AM150 MPH ENG.
L—r-%
08-27-19 4.1
09-20-19
12-12-19
12-15-20
4.2
HK
HLA I
ENG. REVIEW FOR 150—C MPH
ADD 8-8" ELEV. FOR TREVESTA
ELEV. B EXTEND ENTRY SLAB
OVERHANG OVER SGD REV. TO 3'PER C.M.
12-19-20 5.0 FBC 2020 CODE UPDATE
06-14-21 5.1 HVAC DOOR TO 2652 PER C.M.
11-29-21 6.0 ADDED ELEV KLM PER C.M.
1941 Al 1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engilneer 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 DesignerlArchitect 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 Ediflon. Engineers signature and seal is only for
the structural engineering portions ofthe drawing pages bearing
Engineers signature and seal.
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29'-8" 15'- 10"
19'-6"
66-0"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W1 1/2"
FILITCH PLATE
(2) - 2X1 0 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X12 #2 SYP W1 1/2"
FILITCH PLATE
(2) - 1314" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FILITCH PLATE
Bearing Wall Call Out When
, 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
184X254
S.H.
13
20 X 38 J
184X37i
S.H.
14
20 X 50 J
18 JX 50
S.H.
15
20 X 63
184X621
S.H.
16
20 X 72
184X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
11-113
27 1/4 X 38 J
26 x 37
S.H.
111-114
274X50i
26 x 50
S.H.
1H5
274X63
26 X 62 1/2
S.H.
11-116
274X72
26 X 71 1/2
S.H.
22
37JX26
36 4 X 25 1/2
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37JX50i
36 4 X 50
S.H.
25
37JX63
36 4 X 62 1/2
S.H.
26
37JX72
36-21X71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
734WIDE
S.H.
32
54 X 26
524X25i
S.H.
33
54X38i
52 J X 37 J
S.H.
34
54X50J
5217 X 50
S.H.
35
54 X 63
52 4 X 62 J
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79X59
N/A
S.H.
1-q TIE WALLS TOGETHER BY ROTATING
BLOCKS EVERY OTHER COURSE
FLOOR PLAN - ELEV-Bl
SCALE: )/4"=V-101"
General Notes
R302.5 DwellinglGarage 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
an yp. . or equiva en.
• Garages Located Less Than eat From Dwelling On The
Same Lot - Not Less than 112" 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
ts argest opene pos t on. . oera e w n ows t at are prov ded
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
+28.3 -30.8
(b�
+28.3 / -37.0
+26.6/- .1
+26.6 / -33.5
SEE SN SHEET \rFj--`� S EE SN SHEET
140 MPH!
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -3
WALLLEGEND
---- epq�pii
TYP. 2x FRAME WALL
BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131 11
1ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
ENTRY 24
TOTALAREA 2376
PATIO 23
INSULATION REQ.
LOCATION I R-VALUE / TYPE
EXT CONC WALL
EXT FRAME 2 x 4
EXT FRAME 2 x 6
CONDITIONED CEILING
R-4.1 HIGH PERM
R-1 1 /R-1 3 KRAFT FACED
R-19 KRAFT FACED
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION I R-1 1IR-13 KRAFT FACED
(GARAGE / LIVING)
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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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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 DIFE.
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 smokelcarbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine, Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
14::)
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DUPLEX CONVENIENCE OUTLET
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I
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WEATHERPROOF DUPLEX OUTLET
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
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DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
K-A
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
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EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC H]
CHIMES (OPTIONAL)
�9
PUSH BUTTON SWITCH (OPTIONAL)
H9
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
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
A I-
CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR
6�7�
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(1) PHONE LINE, (1) DATA PORT
1150A/200A INDOOR
PANEL CENTER
MAIN
0
200 amp
150 amp
UNDERGROUND [P�ig
SERVICE BY POWER CO.----_
INTERSYSTEM
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#12 to appliances and GFI
#10toWH
#8 to Range
#6 to HVAC
200=410 In 2" Conduit
Bare Cu Ground
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTI LITY COMPANY.
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NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS
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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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• 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
66-131"
VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
56-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE
3" OR FIBERMESH SHOWN ON
6_0 8 FOU
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TYP @ 1 STORY 15'-0"
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4'-0"
12-l"
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ELECTRICAL PANEL
VERTICALS; wt/ in
BUILDER TO PROVIDE
FILLED CELL
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APPLIANCE PROTECTION
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CONDITIONS
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SCALE: Y4"= 1 '-0"
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To the best of the Engineer's knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beading
Engineers signature and seal.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft
/IND SPEED (U TMATE) 140.0 MPH
IIND SPEED (Al LOWABLE) 108.4 MPH
XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
fS0 FEET), (-) VALUE DENOTES SUCTION [4:12]-[12:12]
I I I a=4ft
/Al-Ir-A muurl I I ze I .2n I zr j 3e jr
10 HIP -35.94 -49.57 1 1 -49.57 -j -49.57 t
-38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1 667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGEAND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGEAND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP� 1 (2%) or 1V32" EXP. 1 e3/16)
!LLL 1%2" EXP. 1 0�/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"xO.l 13") NAILS t
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1X32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTIVI F1667 RSRS-04 (3" x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
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GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8-8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10-10dxl 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
wl (18) 1/4" x 3" SDS
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 Odxl-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" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SDS
WOODSCREWSAND
HDU4-SDS2.5 wl (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 - 1 Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2"
R
MTS12
99b
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED wl
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR wl 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
wl (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" WEDGE-
BOLTS (2-PLY) OR (32) 169
SINKERS FOR FRAME I
"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
Spi 555 535 10 - 1 Od SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
HCP2 1 590 1 555 12-1 Od 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 REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6'�
�FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ().
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR O� 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. RI r- f. 01
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING,
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET DI FOR ROOF FRAMING DETAILS
(2)-12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and
longer with a nominal height of 8" meet or exceed U1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied hodzontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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T.-Tc--preces-tTintels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1 . Refer to manufacturers specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7/32 wire per ASTM A510.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitiuoS coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
LINTEL PLAN 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
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT,
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4,2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
& 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 MITHIN 45 DEGREES (0.79 RAID) 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. ASTIM 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 I NSTITUTE TRI 1 -14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5TTMS 402-16 & ACI 530.1-16, ASCE 61TMS 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:
1,11. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1. DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHCRD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2.6.1.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN
METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-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:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-1-P CONCRETE NOT EXPOSED:
1 j12"
GROUT FILLED MASONRY:
Y4
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-14
4.1,8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2.
CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ks!
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
BUILDING DATA 140 MPH
CRITERIA.
WIND SPEED (ULTIMATE)
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ALLOWABLE) 108 MPH
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
WIND EXPOSURE -- "C" FBC-R 7TH EDITION'(2020) R301.2.1.1
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
BUILDING CATEGORY = 11
3 1/2" MIN. THICKNESS W1 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 @
DESIGN WIND PRESSURE:
CONTRACTORS DISCRETION.
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
4.3. CONCRETE MASONRY:
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
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
INDOWS AND DOORS
NON -MOISTURE CONTROLLED.
CONSTRUCTION
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
STEM WALLS.
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
GARAGE DOORS (V = 140 MPH)
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
SINGLE 9x7 +26.1 PSF / -29.9 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 16x7 +24.9 PSF / -28.0 PSF
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURALLUMBER:
SOFFIT +29.7 PSF / -39.7 PSF
4.4.1.1, INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
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
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4� IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'
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
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
"DESIGN
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
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
NOTE:
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5. FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL COTSIST OF BUT ARE NOT LIMITED TO:
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
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
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
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.
NOTE:
4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
"J"
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc= 2,700 (PARALLEL)
4.7. STEEL: Fv = 285 PSI
4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BYASTM 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/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S,
etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee
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-R R318.1.5 - C,7ncrete ov.erpow( and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be %plied under all exterior concrete
or grade within 1'-0" of the structure sidewa Is.
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 buildin%department
by a licensed pest control company before a certificate of occupancy will e 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.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineer's signature and sea[ is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and sea[.
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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-1/2" LONG (3/4"-1"
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 FI3CR 703.7.1 LATH*
**ONLY APPLIES TO LENNAR TPA/JAX**
101-011
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 000
< =
51-011 0
C:)
STUB -OUT FOR
-011 0
9 LO
GAS METER 0 1W 0
9
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
TY**
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN'
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-91'
(3) 16d TOENAILS
2" X 10" @ 16" 0. C.
16-5"
(1) SIMPSON HTS20 OR (3)16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
61-111
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'41'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
=TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
So HERN 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 �811.7
wood panels
Two 314" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-118"or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 314" wood panel
—
1-1/8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2x—lumb er
Double 2 x lumber
1
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
—1
FILL CELL--\ STD, 90' HOOK BOND BEAM
LU
STID. 90-
CONT. #5
CONT. #5 HOOK
BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
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
#OF 2nd FLOOR
Solid bloc all posts from
STUDS
above to bearing below.
SECTION"' INT. BRG. WALL
(U-)
N.T.S.
1/8" min., Small 2"
2" gap
"
. 4
max.
CI
inch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
Tight fit --------
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener 2" min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
required when indicated or 4" max. 16' 6-16
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 Y8" GAP @ TOP sides by 6".
- Hangers with sides not containing
WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor cnh 1 1-ric
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0
over squash=20 docks and
require additional
wall or beam below.*
w
consideration. Check
local building
_f
code for appropriate
details in
4k
One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
Boise Joist Blocking
Use 3" (1 Od) nails at 5" o.c.
Ql--' Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N.T.S.
NO HOLES (EXCEPT
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
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.*
'oc
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
A
A 1)/2" ROUND HOLE MAY -DO NOT CUT HOLES
76- 67 6"'
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT 71, e ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS,
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
Web Stiffener Fastener Schedule
-
Joist Bearing ocation
Series -D-e-p-th -FE—nd Intermediate
BCI 50OOsP
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BC] 6000se
BC16500se
9-1/2"
11-718"
2-8d
2-8d
2-8d
—3-8d
14
2-8d
5-8d
16"
2-8d
6-8d
BC160so
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
Ba 90so
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
d
6-16d
SIMPSC
w/ (22)
NAILS I
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS I
R TRUSS
*OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
=_ AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
Plumbing META12 TSS INSTALLATION
Joist
When joists meet over wall, provide
Whe an be ffset
13/4" minimum bearing for each. to v
I -Joist can be offset
up to 3" to javoid
I
I plum g
b ion
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Joist hanger
A/C CHASE 4" PVC -
SLEEVE THRU STEM
WALL
co
FINISH GRADE
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
*Install tight to top flange
SEE PLAN FOR A
FOUNDATION INFO 4
STEM FOUNDATION
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap —
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 114"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top
required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
e'
/d
c
he
re,
0.6 X Joist
F$ depth
r
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
A/C CHASE 4" PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
x 1 1 REQUIRED)
w/ (118) 1 Od x 1 1/2"
NAILS
015#
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4' 0"
CENTERED @ PIPE
PENETRATION� I
4
4
PLUMBING LINE
PVC OR SCH40 SLEEVE
N.
SEE FND. PL
SIZE & REINf�.
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'_O`�
CENTERED @ PIPE
PENETRATION
4
/� PVC OR SCH40 SLEEVE
PLUMBING LINE
4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE:�
PENETRATION
PLUMBING LINE
::- . . < . .
4
4
4
4
'A
SEE FND. PLN.
SIZE & REINF.
Cn
Cn
e
C 7 C
C
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1 14 1
0
'T
D
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0601
To the best of the Engineer's knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and sea] is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and 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
(TYP') VARIES
5/8" OR 1/2" HIGH -----
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-J
NAILER
STD. 90-HOOK (SEE DETAIL
V 2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@ 16" O.C. W/ (2) 1 U-0" (R302.1 1)
FOR UNDERLAYMENT 16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
HURRICANE ANCHOR @ EACH @ 6" Mj�� FROM END OF 2 x PLATE E
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH C1)
MOISTURE BARRIER A
SHINGLE ROOF, SHINGLES TO
A
BE IN ACCORDANCE W/ ASTM C?
D7158-CLASS G or H, or ASTM
D -CLASS F, IN
3161
ACCORDANCE W/ TABLE
_T
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020) 1 17 =1111 I I =1 11111
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH1 - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG
ELEV. VARIESAL SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"x8"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE 'IS" MORTAR
-ARCHITECTURAL
FINISH
1X2 PT WD FURRING @ 24" O.C.--/ I I E�
Izjr
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
m AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
V) TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W1 IXI
UJI
a- /—NOTE:EXTEND
W1.4XW1.4 WWF OR
"FIBERMESH"
DEC 0 FINISH 4" to 6"
BELOW GRADE
C
00
6 MIL VAPOR`/ V 5
2�
BARRIER 4
COMP. SOIL. A
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT. 1-4" (1 STORY)
ON 3" CHAIRS TYP.
STD. 90 HOOK (SEE
U.N.O. 4" V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
OPT: DEPRESS SLAB 5J/2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB
1411
PAVERS�
O.H.D. RECESS
-T ;2�
A
I t
4:
4"
0?
:—::I I F�=
I r4,
SEE A/S3 OR J/S6
FOR REINF. INFO.
_3"
MIN. CLEARANCE
114"
(1 STOR")
/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
V18"
(2 STORI
)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S.
�3
ADDITIONAL INFORMATION.
6;;-:+- 4-K —6;d 6zi— —, — A -v— —k;;d
5/8"OR 1/2" HIGH STRENGTH -'� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" HIGH STRENGTH __x \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
(12) 1 Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" 0 S B (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 V-10" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24"
SHEATHING W1 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'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/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
2-0116" PLATE WASHER (TYP) STEP, SIZE OF FOUNDATION AND
ELEV. 0'-0" OIL (ALT: 112"x`12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
_71E F. "'F O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH
/6 x 6 W1.4 x W1.4
z 3 1/2" MIN. 3 1/2" MIN.
ELEV. -0'-3 1/2"
2x4 CONT=/ A. F.F_ A
LL Y.
"M V 4 171(nin 'i- �A"
4" 1/2"(min. - 4"
�E" ',FTT3h' /2"(min.)- �Fi r= I Pz I Y
A
P—
s
GARAGE DEPTH VARIE z(3 1/2"(min.),- 4' T11A
00 00
III AI r
Z
7
'I F�LLLI I I ... . ...
I F'
(2) #5 CONT. (2) #5 CONI.
4" 1 4'
I- MIN
U.N.O. MIN. U.N.0,
.GARAGE SLAB AT STEP rB TYPICAL BEARING WALL ----STEP @ SHEARWALL C� TYPICAL BEARING WALL @ STEP rc C
SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4'I=1'-0" S3
Go !�)11
- 4-1-01
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?65- \0
NAILED W/ 8d COMMON NAILS @ 4" O/C
2xS.P.F.ST DS 16" O.C. BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD.
- SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
2x STUD
2x BLOCKING HORIZONTALLY@
INSULATION PER FBC AND ENERGY
LOAD BEARING OR 8" C.M.U. FORM SUBMITTED WITH PERMIT
EXTERIOR WALL 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING
1"xP.T.STUD 10'-0" (R302.1 1)
#5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
10'-0" (R302.1 1) ADDITIONAL INFORMATION
SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. W13 (MIN.) @ GARAGE
G/S3 FOR ANCHOR 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 nOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
BOLTINFO, 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
(IF NO UP LIFT ON @ 24" O.C. VERT. OR - 5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
(6) 1/4"x3 1/4" TAPCONS x 3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR
*SIMPSON SP1 SPACED EVENLY FIBERMESH /< BOLTS 6" MAX FROM 6x6W1 4xW1.4
w/ (10) 1 Old NAILS BAR
C\j WEEP SCREED INSTALLED
R
IFRO
2x P.T. PLATE X LIJ END OF 2" x PLATE WWF OR FIBERMESH
TYP. PER MFR INSTRUCTIONS LU
N�'-#3 OR #4 REINFORCING BAR
ASSUMED FINISHED E 1P 4 E "
�GRADE GRADE 40 MIN. Fy= 40ks! x A
;2� #3 & #4 LAP SPLICE
C:14 >< 0- A
FINISH GRADE 60 2 IGRADE 60 MIN. Fy= 60ksil X
LAP 130" MIN, LAP]
MONO OR STEMWALL_11 25" MIN CL
I ><
I I IT V_ I ,,, 7 7 1 x Lul
0? 1 A— —, CIO
FOOTING MONO SHOWN 7771� LLI
00 /<
i , 71 1 , , r R 17/8"
FOR CLARITY 6 MIL VAPOR BARRIff I> I 717-=Tl 1�m
TTI :T
X
#5 REINFORCING BAR
I I I — 1 1 _�=='9'1' MIR
Z I =I I I =1 117
1 J
I - - - �: L _Li_H�- 1� - a � __ 2 t.r, I AP.qPI IrF
b [ I REI �_l f _01 rF_011, H_ �
H
NOTE: qE� T
_;R
C14 I
COMP. SOIL. (COMPACTED TO
*FOR BEARING WALL
95% MODIFIED PROCTOR ASTM
W/ UPLIFT ONLY
t D1557) III H
i _7i' J L;
J. 4" V-4"
t I
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" 3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"---,
A GRADE
00
=itjl��I �ri r
:::P=i ih.
�IFf F_ Iff[(1) �54E[34R' w/ OPT.
L—f jgf,�L
F, 111
__fj�L I t.1 I ii�i I I 7T�SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13" O.H.D. RECESS
Cl)
A 4
'A'
4 OP
Ir4
I V.
SEE A/S3 OR J/S6
FOR REINF. INFO. MIN. CLEARANCE
1'4' (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD,
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
01-011 CONT. BEAD SEALANT
.1 4 2X STU
INTERIOR
4. -3 1/2"
'A
GARAC
CONCRETE NAILS W 11/2" 1/2" GY
EMBEDMENT @ 12" O.C. W1 DR
I
PLATE TO CONCRETE ON FL
(MIN. SHEAR 180# MIN. CONT.
TENSION 120#) CONCRETE SLAB 6x6W
WWF C
0?
04
7
__0 1 ARMT7
Cl) 6 MIL VAP'R
BARRIER -T+4 : ::z 01
41' 41'
INTERIOR WALL SLAB STEP NON-BRG. K
SCALE: 3/4"=V-0" 1111"s,
I—_ ""1 11— 11-111111 1 1 1 1 7�, 101,
_�--#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE REBAR DETAILS
SCALE: N.T.S.
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
AT 24" O.C. MAX. FOR TRUSS
CONNECTION INFO
SEE PLAN FOR (-6 1. & LAYOUT DESIGN
TOP OF BEAM '9--'
SEE ROOF PLAN
0?
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
U)
LU
0
!;�
SCHEDULE
>
>
LU
SEE PLAN FOR STRUCTURAL
I
LU
COLUMN SIZE AND BASE
LU
U_j
CONNECTION INFO.
U)
DS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
wl 1/4"0" 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
YWALL SCREWS @ 8"O.C.
ATTACHMENTS
SQU RE CMU BLOCK BASE,
OOR PLAN
U)
U-1
0
-
SIZE VARIES PER PLAN
BEAD SEALANT _71
C
w/ MIN. (2) #5 VERTICALS
E
FILLED SOLID (SEE PLAN FOR
1.4 x W1.4
Uj
SIZE AND REINFORCEMENT)
R F IBERMESH Cl)
ES
LU
co
BRICK PAVERS or SLAB PER
IIF
rz
.,T
MMUNITY SPECS
0
0
SCALE: 3/4" V-0"
ON 3" CHAIIIiSL811 81,
j-yp.) V-4"
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT rG
SCALE: 3/4"=V-0" ��3�
1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) F WWF OR FIBERMESH
SEE A/S3/J/S6 ` I
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D.
SCALE: 314"=V-0" I," �3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
TEND FILL CELLS c�
TO FOUNDATION PAD
CONT. FOOTING STEEL-\,
LU
0
I-_ LU LU
LU 0
LU U) z
0 0
U_
U)
FOOTING
BEYOND
PAD REINFORCEMENT-1 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL �N
SCALE: N.T.S. �3
ov
cow C-4
ct
ro
0 CC
N
%
L
Op-
8
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
d sea].
E
5 IS
CO a) 04 'M
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NO: 23-06136
SCALE : AS NOTED
SHEET NO.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2xl / 2x1 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
if
DOUBLE 2x TOP
PLATE
(
.)
FOR CLEAN -OUT
-'----2x DEAD WOOD @ MID
PO I NT w/ (3) 12d
TONEAILS SPACED MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
EVENLY
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
WALL IS 1 1/2
MAXIMUM INTERIOR
HEADER FLUSH TO OUTSIDE OPTIO WALL
N EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
I_z_ ---TO BLOCKING
---(2) 2x HEADER
PER PLAN
\".�.�2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIF5
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL rT�
SCALE: N.T.S.
�' �4
12 SEE TYPICAL WALL SECTION
SEE ELEV. "----,PRE-ENGINEERED WOOD
TRUSSES @ 24" OIC
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
2x CLOSURE WALL W1
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B
NAILS AT EACH STUD 1 AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
L
�STUDW/(3)'110dNAI S
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW IX
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
jj
4
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
I
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A 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.)
\--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
DIMENSIONS
SEE PLAN FOR FOOTING
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
CL
TO DRAIN
ra
- _�K -
EXTERIOR
WALL
WALL CLEAN -OUT ("A
SCALE: N.T.S.
7 5/81, 8" 7 5/8" 8" 7 5/81, 8"
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
MASONRY LAYOUT rD
TYPICAL SECTION THRU WINDOW (B
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
SCALE: N.T,S. 4
KNOCK -OUT —
BLOCK W1 (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
III,
LIE_:
11
11 /' 4
A 4
4 � -4
8" STD. 9d*HOOK 8"-,'-
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0 WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W1 (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
---
IE
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.
Q 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.
VARIES 4"
WIDTH OF OPENING
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL--�
Uj
>
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.
GARAGE DOOR TRACK MOUNTING BRACKET
8x8x16 C.M.U.
7,
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
\
4 1,
1'
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B
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.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.0
SOLID AREAS ARE
STEEL AND 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
rop
3
1ARAGE
)OOR
W/MOU TING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK (7�
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
STU -D S_
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3) T
(4)
1 (2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
\—(2) 2x HEADER SEE PLAN
o INTERIOR HEADER:
\_(1) 2x SILL PLATE W1 (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE wf SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
AT BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
� �4
SIMPSON SIMPSON
SP2
SP4
n r
2X STUDS @ 94'
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
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 BARR I E R
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
-TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
CRICKET As
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
LOCKING
LU
O/C FIELD
J
z
2x TOP P LATE
V2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
L
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
MAIN SPAN
k
2x P.T. PLi TE
FEQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
3
PLATE TO CONCRETE
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL------ H I
W/ STD. 90' HOOK IN K.O. BLOCK
z3m—
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
0
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" 0. C. (14
kSPLICE NAILS TOTAL) EA. SIDE OF
SPLI
CE STAGGERED
1 Od @ 8" O/C
EXTERIOR STUDS
ATTACH ALL
W/ IA� 16d TOENAILS
T076PPLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUSTBE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M�
SCALE: N.T.S.
�4
F= 2240 LBS
SIMPSON
SIMPSON SP4
SP2
P.T�
ATE
SIMPSON
SP4
TRANSOM FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
SIMPSON
SP2
NAILED INTO
TRANSOM
FRAMING
RECESS
LINTEL
SIMPSON
SPI
SIMPSON
IMI,SON� SP4 -\
RECESS S
LINTEL SP4
\E
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSC
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/j
SIMPSON SP4
2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
SCALE: N.T.S. �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# S PF)
(5645# SPF)
3 (6970# SPF)
IS (9335# SPF)
N. 8"
:IOXIED A.T.R.
& NUT
OXIEDA.T.R.
& NUT
DXIEDA.T.R.
i & NUT
I I
2X8 P.T. BOTTOM PrTE
\-5/8"x`10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON
C
SP4
1 Od NAILS
4"
i
ROOFTRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
10d NAILS @ 6" O.C.
@
A
STAGGERED STAGGERED
TRANSOM FRAMING
0
BEYOND,
PLYWOOD FASTENED TO TRUSSES
T Sol
'__.'_�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
10
& 8" OIC FIELD
o SIMPSON SP4 wl (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE
—PLYWOOD
1
SHEATHING
SIMPSON SP2 w/ (12) 10d NAILS MASONRY--
SP8 FOR 2x8 WALL)
5/8"X10" J-BOLTS @ 24" O.C.
SI MPSON SP1 W/ (10) 1 Old NAI LS WALL BELOW
MAX, (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
5/8"X10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
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.
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1111
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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SCALE
AS NOTED.
SHEET NO.
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SIMPSON HGAMV
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---\
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END,
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5
UNSUPPORTED,
BACKNAILw/(2)16d NAILS
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 - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5 IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS MAX. 9" BAC KNAI L w/ (2) 16d NAILS
UNSUPPORTED, MAX 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL
vIF
45'±
41'±
z
45'
SEESTRUCTURAL
NOTES AND NAILING
2x4 CROI
BRACE
SCHEDULE FOR
APPROX. 8" FROM
O�.
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@4KIKER
F_O�O/C
@ 8'-0" O/C.
A
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 10d &
-----FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)1 Od TOE NAILS @ EA.
BLOCKING
7/16" OSB SHEATHING
END
7'
ATTACHED W/ 1 Od
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
,
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
wl 1 Od NAILS @ 6" O,C.
r5KI
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD L
EDGES AND 12" O.C. FIELD
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
NAILING SCHEDULE FOR SHEATHING�
DETAIL
2"x4" CROSS BRACE—\
x
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOINT w/ (3) 10d
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EA. END rq
\
k
V
L" BRACE TO EXTEND
EACH JO I NT w/ (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
V_AT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-1 " OR
T
\,Xz
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
//_-1/2" CDX PLYWOOD OR
1/2"CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
/-7116" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 1 Od NAILS
W1 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
END TYP. TOP &
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
O.C. FIELD
BOTTOM AT ACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
,-2x4 "T" ON TOP OF PANEL
.
.
2x BLOCKING
48" O.0
2x4 PANEL BLOCKING @ FOR BLOCKING, FASTEN WITH
2x4 "T"ON TOP OF PANEL RI OCKII \\-WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES
FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KT w/ (4 1/4"xl 1/2" SDS SCREWS TO 1 Odx3" @ 4" O/C
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C.
"
""
"
"
"
MOISTURE BARRIER 1 Odx3" @ 4" O/C
1/2
x8
J
BOLT@ 32
O.C. MINIMUM 6
FROM
O.C. MAX wl MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
PLATE SPLICES w/ 3116"x2" 0 PLATE WASHER
ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
SIMPSON META12 wl (7)
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA.
WEB, USE MSTAM36 w/ (7)
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE � �5 SCALE: N.T.S. ��5�
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS)
X-BRACING, AND TOP CO SEE STRUCTURAL
ON SHEET S5 FOR
NOTES AND NAILING
CHORD BLOCKING
00 0 x
INFORMATION co SCHEDULEFOR
SHEATHING DETAIL BACKNAIL w/
2
(2) 16d NAILS
WOOD TRUSSES (0
bo 00 2"x4" CROSS BRACE ----
APPROX. 8" FROM
2X4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF #\
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 - 16d
2x4 PANEL BLOCKING
AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
::7f xz
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 41" OIC FOR THE M(2)16dNAILS
2X4 BLOCKING @ 24" FIRST (4) ROWS OF
(D = 0. 148", L 3") OR EQUAL (D 0.207, L 4 1/2") OR EQUAL
(D 0.207", L 4 1/2") OR EQUAL
O/C W/ (2) 16d TRUSSES FROM EA.
TOENAILS @ EA. END NOTES: END TYP. TOP &
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
MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
SIMPSON SP2 w/ (12) 1 Od
L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION SECTION
C3 r4
SCALE: N.T.S. SCALE: N,T.S.
'\'15� � �5
REV. 06.08.22
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W1 10d NAILS @ 6" O.C.
E ANU 12"' C. FIELD
JACK TRUSS
CONNECTION
SEE PLAN FOR
2X4 "T" ON TOP OF L 2—
L 2X4 BLOCKING W/
BLOCKING, FASTEN WITH
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @ 1 Odx3" @ 4" OIC (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON — LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
r
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SECTION
SCALE: 3/4" V-13"
9
TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (8
I
IINIMUM 2x
;ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S, S5
TOENAIL
(2) 16d NA
12"
:E RSH SCHEDULE
IR ATTACHMENT
4 #2 SYP BLK'G @ 16" O.0
1 Od x 0. 131
)ENAILS EA. SIDE
)NT. 2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" 0. C.
ALTERNATE NON —DROP
�0
GABLE END DETAIL
SCALE: N.T.S. �, �5
GABLETRUSS
S5
"L" BRACE W/ 1 Od @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
S5
S5
% %4
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SCALE: N.T.S.
l �5
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 314"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
z
W
1 9:
\-BRACING W/ (3) 1 Od X 3" AT
EACH CONN. @ 24" OIC
\-MOISTURE BARRIER
-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. 'U'--*)'NON — LOAD
BEARING LOCATIO'k (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N. 0.)
1" BRACE
2"x6" (U.N.O.)
I F
"L BRACE
24"
F
010-1-3
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P,F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
BRACE TO EXTEND FULL HEIGHT OF GABLE.
3) SEE 61S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"X1 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
�—CONT. BEARING
GABLE END BRACING DETAIL SCALE: 314"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2w/(12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX
"X" BRACE SEE DET. J/S5 n
2x4 BLOCKING —2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1"BRACE "N
ATTACHED W/
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS W B
DOUBLE 1" BRACING DETAI
SCALE: N.T.S_
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
---16d NAIL
1" BRACE ATTACHED
@ 4"0.
W/ 1 Od NAILS
TYPICAL
W
E
GABLE TRUSS WEB
SINGLE 1" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
'i�IGABLE TRUSS
rTRUSS VERTICAL
(2) 2"x8" "L" BRACE
(3)
FASTENED WITH
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N,T.S. \' �5
20'-0" MAX
7 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
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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 BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
rL
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, informabon and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
1x4 1/2" DRYWALL DOOR JAMB (REFER [-lx4
DOOR JAMB (REFER F TO PRODUCT F
TO PRODUCT P.T. TO PRODUCT 77
APPROVAL FOR CONN. APPROVAL FOR CONN.
IX4
APPROVAL FOR CONN. x4 F
x4 P.T. "L- FURRING
�E
FURRING
3 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" 3 1/2"
X
-1/4" LONG X 3/16"0 TAPCONS
TAPCON @ 16"O.�. & 4"
2X8
TAPCON. INTO STAGGERED @ 16"
1x8 P.T. FROM EACH END wl MIN. 1X8
BLOCK@ SPACING O.C. 2-ROWS INTO
PER MANUFACTURI;: 1 DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH
1x4 P.T. & 1x8 P.T.
1 1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS
STAGGERED @ 12" O.C. 3" DETAIL
3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM DOOR JAMB (REFER
EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1X4 F1/2" DRYWALL
DOOR JAMB (REFER
x
2" EDGE DIST. APPROVAL FOR CONN. 2 8 P.T. w/ (2) ROWS 3/16
TO PRODUCT
x 3 1/2" TAPCON @ 16" 1x4
(2) ROWS 3/16" x 3-1/21' Ql'�
APPROVAL FOR CONN. O.C. & 4" FROM EACH FURRINI
TAPCON @ 16" O.C. &
END w/ MIN. 2" E DGE DIST.
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY wl
2x P.T. AS REQID MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
STAGGERED @ 12" O.C.
2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL
BUILDOUT I(@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS� �cc
N 1X4 112" DI
'X"
-T
q N.
4" 2X8
IKI
16"
D IST
W/
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W1 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
BRACE(S)
2 x 8 45 A DIAGONAL (4)lOdNAILSINTO
7/16" OSB 2 x 8 BRACE/ BLKG.
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH
(4) 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) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
� �S
7A
INSTALL WDW. SCREW ANCHOR --I
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
it
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
2'-0"
WITH
1/4" x 3 1/4" TAPCON (11/4" MIN.
1/4" MAX
EMBEDMENT INTOI�\) Z-O"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W1 (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OFWRI_�
BRACE EXCEEDS 24"
*ON
T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S) --------
JB
ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCRE
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
ARCH DETAIL rK
B -B
SCALE: N.T.S.
�S
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
TO BE INSTALLED
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
---2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
\_ PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8"
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN, OF START OF
ARCH
START OF ARC
4'MAX, RAD.
EQUAL
MAX. 8"
PROPER INSTALLATION
FILL SO LID
BOTH CELLS
#5 REB,
'1-- (TYPI)
STD. 90,
HOOK
E7
L:1111"',
Z
±5 A
�
NOTCH WEB AT
FIRST 2 COURSI
L
,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W1 (16) 16d
SINKERS AND (7) 14�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 4Y? WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HID TITEN (CENTERED) W/
MIN, 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
AN
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
4' 0 C'
NG A17ACHED
ROOF SHEATHING ATTACHED
'CHEDULE
PER NAILING SCHEDULE
(5) 12d NAILS
SIMPSON
2X6 TO 2X4
H2.5A W1 (10)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
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
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
/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
W7
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
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 R1 60
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
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD
SCREWS @ 16" O,C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2"TAPCONS AT 16"
O.CL
SECTION @ ENTRY
SCALE: 3/4" V-0"
#5 CONT. TOP & MID
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
#* #4
DO NOT DO THIS
m
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
#5 REBAR (TYP,)
kR
1111111 #10,
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
I eD. 90- HOOK (TYP.)
_2x BAND JOIST W1 FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
YP.)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
>
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
wl (4) 1/4xl 1/2" SDS SCREWS
#
44
111111
_.
..
0 Tclh��
_±_2 L N FIRST COURSE
THE
:S
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
CC= kin-f-C -1 01=1 n%A1
BRG WALL TYPE
PER PLAN
2x2 #2 P.T. MIN,
FASTENED PER NOTE
2 BELOW__L__�
CONT 2X4 NAILED TO
BLOCKING W/ 2-12d NAILS
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.
I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
- CMU w/ 3116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/
MIN. 1" EMBEDMENT @ 16" O,C.)
- WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
3. [171 CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
STRUCTURAL SOFFIT
SF01 CALE:3/4" V-0" FOR ALUMINUM SOFFITS 71'-4"
S
REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
MID BLOCKING NOT REQUIRED
FOR VINYL SOFFITS > V-0" SHALL HAVE MID
BLOCKING PER R704.2.1
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER 61-0"
N It'. . , 4—
. \\-,� X ,
A
H—
k
-11 F-I I I: -
GRADE
t>
7
C\1
z
(2) #5 REBAR. (1 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21 SCALE: 3/4" = V-0"
0
+
+ 4
+
?7y
+ +
+ +
+ +
+
+
�AIQ
+ +
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHEID.
PRECAST LINTEL
0
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR Z-15" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
+ REQUIRED TO
SUPPORT SOFFIT
+
"Lvv,
SEE ELEVATION
J14D,_� FOR OVER HANG
MAX. 4'-0")
EXTENSION
SECTION @ ROOF rM
SCALE: 3/4" V-0"
SS
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXY MIN, 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3, -
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FILL 1 st 4 COURSES
4 SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1
112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.�:'
N
OVERHA
4
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1112"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD.
11-011 51-10"
�P_
IV . . , , ., #5BAR
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E
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'A
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9
99 HOOK
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FILLED CELL
L, V L,
I
L
STEMWALL FOOTMING SIZE AND
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MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4"= T-O"
L
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC-
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM,
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
SE
rA CTION
EXISTING FOOTING
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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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CROSS BRACING DETAIL (TYP.)
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 wl M IN. (4) 12d WHEN
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
-EACH SIDE wl (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. ----\
A
---Z— WOOD TRUSS -J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
SEE ,,--ROOF
PLAN SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
N F— SHI
SECT. A -A
G.T. -,r=
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A wl
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2-4-0. C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING ��7
3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE:NTS
(2) 2x8 #2 SYP wj
O.S.B. FLITCH P1
TOP@ TRUSS B
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
r4
SCALE:NTS
SIMPSON HUC41 0 w/ (14)
L.SEE PLAN L.
FOR CANTI
16d INTO HEADER & (6) —
1
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
OSB FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
INDICATED ON BM.
7/16" OSB FLITCH PLATE
SEE FLOOR PLAN
SCHEDULE/PLAN
0
FOR
F�RT
_j
REQ'D ONLY WHEN
COLUMN SIZE& BASE
kSE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS18 W/ (14)
1 Od NAILS TYP. U.N. 0.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
0.
0
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER
SEE FOUNDATION
Ll� PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE:NTS
SCALE: 3/4"=V-0"
ju
MIDDLE
BM. SPLICE OVER
CENTER OF POST
EXTERIOR,(
ATTACHED
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
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
Z
LUS26-2 W/ (8) 16d NAILS TO
SEE 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 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF
SCALE:NTS
9k VARIES
2x STUDS @ 16" O.C.
x
ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
w/ SIMPSON SP1 w/ (10) 1 Od
ATTACHED PER
ADDITIONAL
8d NAILS AT
VALLEY TRUSS
NAILS AT BASE & SIMPSON
2X4 #2 SPF BRACING @
NAILING SCHEDULE
OUTLOOKER
4" O.C.
INFO.
SP2 W/ (12) 1 Od NAILS AT TOP
EXTERIOR SHEATHING
INFO.
I
16" O.C. W/ (4) 12d
COMMON TRUSSES.
ATTACHED PER
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP
SEE TRUSS PLAN
2X4 STUDS W/ SIMPSON
NAILING SCHEDULE
If
TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END
MIN. (2) 2X4
FOR CONNECTION
SP1 W/ (10) 10d NAILS
EACH END (BETWEEN TRUSSES
STRUCTURAL SHEATHING
NAILS TO TRUSS
SPFTOP
INFORMATION.
AT BASE SEE J/S6 FOR
GABL
(2) 12d NAI LS TO EACH VERTICAL
ATTACHED PER NAILING
BOTTOM CHORD
PLATE
MORE INFO.
TRUSS ----------------
- -
LOW ROOF//WAL
STUD)
SCHEDULE
SHEATHING ATTACHE
:x
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
VARIES W/
jkVARIES SEE PLAN
FOR WALL LOCATION
2X4 BASE PLATE W/
1/2" PLYWOOD—
NAILS @ 16" O.C. ALONG W/
ROOF SLOPE
SIMPSON LSTA30 W/
SIMPSON MTS12 W/ (14) 1 Od x
x
(22) 1 Od NAILS OR
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
WOOD WALL—\
SIMPSON MTS1 2 W/
EACH COMMON
BELOW @ 16" O.C.
OR TRUSS.
'--2X4 CONT. W1 (2)
MIN. 2x4 #2 SPF STUDS @
F
xx
(14) 1 Old x 1 1/2" NAILS
TRUSS/ FRAMING
TYP TOP & BOTTOM
SEE PLAN
16d COMMONS
16" O.C. W/ EXTERIOR
TO FLOOR GIRDER
NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
xx
STUD TYP. T&B
PER NAILING SCHEDULE &
L
MASONRY WALL BELOW: SIMPSON
PLYWOOD
(3) 12d TOENAILS TO
!
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR
OIL SEE PLAN FOR
PLATE BELOW
MASONRY WALL
4
4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM
TOP OF WALL
ORBEAM
BEAM BELOW: SIMPSON HTS20 w/
MIN. 2X4 #2 SYP P.T. PLATE
16" FLOOR SYSTE M
FLOOR GIRDER
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR
SEE PLAN FOR
4
TO GABLE TRUSS
LOW ROOF TRUSS W/—/
Z(2) 2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE
@ 3" FROM EACH END &
DIRECTION
CONNECTION
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE
16" O.C. MAX.
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W1 (16)
SHEAR
TRANSFER
INFO.
SECTION @ FLOOR
FOR CONNECTION
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
16d NAILS AT EACH END
EXTERIOR. WALL
SECTION
@ ENTRY
CONNECTION
K"22�
SECTION
AT HIP GABLE
SECTION @
BUMP OUTr3q
SCALE:NTS
SCALE: NTS
SCALE: NTS
SCALE:NTS
SCALE: NTS
DETAILS
& SECTIONS
CIO
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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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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
/-2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
-VvINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
D
CLADDINGAN VANDOW
FRAME
3) SEALANT WINDOW FRAME Ti
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1. Cut, fold up & temporarily secure)
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and sea] with tape
SELF -ADHERED FLASHING Scale: INTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING X
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
NAILING FLANGE
-------------
'"I WEATHER
JE BARRIER &
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 JOI,'
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
314"-1 " BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
1
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
1
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
DOUBLE
JOIST
SIN LE
/ G WOOD BEAM
JOIST BELOW
-71
A
Do'
Jol'
4SINGLE WOOD
LONI)
JOIST ZB E
SELF
SELF -ADHERED -ADHERED
FLASHING FLASHING
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING
EXTRUDED SHOULDER DECK JOIST
2x FRAMEWALL
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
numbered items in the list QRstructions 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
TILE FINISH-
1/2" DUROCK-
81, CMU
4" OR 8" CMU
(PER SEAT DEPTH
FILL WITH GROUT
SLOPED MUD BED -
VINYL SHOWER PAN
V-4" PER PLAN
V-0" PER PLAN
SHOWER SEAT
4
z
4
SELF-ADHER
7'
SELF -ADHERED FLASHING
OUTSIDE CORNER
W
U)
>
rn
<
WINDOW UNIT FLASHING REQUIREMENTS
DOOR ROUGH OPENING
SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
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
RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
NAIL BRAND OR EQUAL WEATHER EXTERIOR
PROOF CAULKING 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
of draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or
SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No
15 asphalt felt shall be applied
.
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
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
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERL11M equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
11WC MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
RUBBERIZED
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
FLASHING JAMB & HEAD THROUGH SELF -ADHERED
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED WINDOW
(SEE DETAIL W1`01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE
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"
VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
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
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
4
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
PER
Ila
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 qutters.
Water Resistant Barrier
:LF-ADHERED FLASHING
XCH
HERED FLASHING
2
4
5
Z Z
:5
a_ CL
W W PLASTER STOP
a_ 0-
U)
W CONTINUOUS BACKER -
W ROD & SEALANT
0
W
LU W
Cn
0
W
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SFLATH
WRAP DIP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
��_THIS GAP ISA RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF) _0 ------ 0-
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER -
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB% PLYWOOD, DENSGLASS
kSTER STOP
NTINUOUS BACKER ROD
�EALANT
MENTITIOUS FINISH
�AL FRAMING
�AL SHEATHING
3AF
PLANE WRB
AK WRB
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1 063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
-Starnpecle or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
buff joints need to
becaulked using
Stampede or sim.
caulk for all
Col.
ce)
0,
Z
i
!��
. C:�- V-
0 .1 C�4
--e-
C
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Lie-
3�
W
V".)
C=>
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 sea] is only for
the structural engineering portions
of the drawing pages bearing
Engineer's signature and seaL
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Screws
AIC Unit Brol Edge
�Froiflt Cress Support
SelRockm Nuts (�Ma!y be C U t to W
Left Bradcet 0 6 Gauge) 14 Self-DrIll Ing SIMM 7brU 13faclI 4
Sad Crioss Support, 100 A/C Unit 80110M%rde
(Typical: 3 glach side for hurricane use)
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9orida Department at Business & Professional Regulation
Fee, I a I
Building Codes and Standards
1 V1 OW21
ProductApproval Application Detail
C04.
III gE
Data X1.
Va. Pandirg
Veto
IVP- Version fflairarfatotunei,
Contact Enolnear&LIcAnso Validated IN Valicagand submitted
Flit Approval
Approve
amu.
Affirmation 2020 Small Verd Products,
Niched Graham Hermes F, N-. P.E. LaSka gawalln P.F. lV1811=0 12JW2020
12MM020
App-d
cat'llory: Structural Cornponents
(077) 441-030 PE-737-fB (23413OD-1400
"Caregoiry'. Products Introdl as a Result of
i�fO@�mrtve�t.com
Na.'ruchm.1.9Y
Ce"'I "s"'I E.Wati- Pciricat from
Florida Regilderad Architect are Licensed �Iorjda
Professional Engineer
Quality Assuratic.
ApprovociliorlI
Anoroyed for Us.
Impact
Design
Pladhial Dostifth, contrant ex0ridlen Date
In HVHZ
�t.idl, AVHZ
0.0shant
Phissurs
1#111
Dz Fu'Rotiod Ve Nation Vadl 12131A2023
Y.s
Yes
N /A
�1001_100
2 S me :14 01- 1
D. Fu Stiod ood d V.dfladod Vard 12J31,2023
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Yea
Yes
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3 SmadVont Model #1540-520
Insuls led R coal Vent lMjf2D23
y69
Yes
NiA
:110 0- 110
S,
4 _ nVal
Insudstad FoodVent
1
Yes
y
NfA
a
ODA 0
�Md"#1540-521
5 smallvad M. -540--
j2/3lJ2cZ,5
luqucl DoorflaoidVart X311200
Y s
Yes
NIA
NIA
SmarI Mod, 540570
Wood Wall haelatlid Flood! Vent 1213112023
Yet
yes
MIA
�10D�100
SmsdVent Made[ #154O.S74
ql Game. Do. Flood vert, 1213MG23
Y.
Y.
MIA
WA
Florida Department of Business & Professional Regulation
Pat, 1
BuildingCodes and Standards
Product Approval Application Detail
C.d.
Mittly or
Data I Dole Pollicino
Data
21:211 Vorsived Manutut-
ctarettit Ennin- & Limens, Validated BY
Validated Submitted Ii Alflongnia[
A,,r ... d States
R-iSmin 2020 Drexel Metals. Inc,
Jason Shumate Zachary R. Pficst Lock. l3wdeirt P. E�
08MO12020 0819912020 00/20/2020
1 011�312020 Approved
Cieeqory� Roofirc
i5oz, 303-1511 PE-74021 �3341 300-1800
SLg>CrXe9DrY; Metal 1100111m)
Compliance Method: E,,aluation Report tram a
Florida l4egsterad AmliRted or a I-Icen SO Florida
PioneSSion.1 riteire.1-
Quality surance
Approved for Usa Approyed for Use
Impact Dosion
Sea! it 10=111-11 I or Name
lrmdq�t Description COntritat 4XIDIRIOU
1299 In HVINZ Outside KVK
Resistprit Pressure
1 1". 1 I.f Systems
L
0MC, 1 DOW OND 16085. OMQ 17M,. OMG ZOOS, 12/21f2025
Y.� No
MIA lot-180
LZ W
Florida Department of Business & Professional Regulation
Page 2 of 4
Building Codes and Standards
Product Approval Application Detail
Code
entity or
Dem "a
Data Pending
Data
lives
Version Marn.fd.dar
ciddl lunii.- & I-iial Validated By
validated submitted
FRIC Approval
Ali -ad
Status
R.ViSlon
2020 Thermat-Tru Caporallon
Steve Jasptison Lyndon F_ Schmidt, P.E. Ryan J. King. P. E.
0411512021 1WI12020
04122/2Z21
oatOW021
Arpip-ol
Category: Exist., poor
taocu, 843-raza PE-4340S talal TST-S555
"CalegI SWIl Exterior Door Assemblies
Oarripflabre Method: EVA16don Report from .
can
FloimS Rajs�nnsl Arehitad I a U.0irsed Florida
Professional Engineer
Quality Assurance
Arsre-d f,r Us,
Amr-ed for U.
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Ditalry,
81,
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in HYHZ
Outeldr, HvHZ
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pjmss,,,,
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Sorcoth-Ster
NmhalsƇ squatimpactilquol; opaque 12!v2e
No
Y.S.
Yea
N(X
Coomp-t. Edge Fiberglass Single Door
(IllaxvinoutSwing: X comiguration)
7.
In. Thammr-lb. Filb-Clus-rd S-fin-51a,
Mannim,1684139:15 &qud:ImpaSit&quOI Opaque l2nlf2028
No
ye,
Yes
WA
Comp.ski . Edge Filbargiii.!iSriglic D*im
Sid&III (firwindjOutswipg: XO, OXcrOXO
-nfig-ton.)
3
c. Therma-Tru Fiber -Classic and 0mocall-Grair
Oneolue 121310026
No
Yes
Yee
NI
Composite Edge Fiberglass Double Door xilth or
��'rthpqt SId.IftasUnS.ngVQuI-ag: XX.,OXXO
confluumfitims)
4
it, The-Tru rfltb�Cias,Sia and Smoolli-Slar
No-ingrat 8','0 S,.quct;Idrped&.q.SA; Cosa-
Yes
Yea
WA
it
Composts Edge Fiberglass Single Door
(1d-mg1OutS,,I.9;X Sorli211..)
5
a- Thend.T. Plgtoar�or.sl. and Srd-ffi�Shi,
Mer�nig 8&439;0 &quM;lmpacUrql Ortaque 1 112026
No
yas
Y.
MIA
Composits Edge Fhargis. $1091. 0-1 �Ith
SidalfilI �Ids-wmqOutaiihm: XO, OX9r OXO
6 1 Thormo-TrU Fiber-Cl.sar, and Sneboth-Sta,
7 g- rrhedd.-T,. FlIba,Ci.-Ic ad SrSoallh-St.r
o h- 'MS--Trn Filbor-0-le and r-th-St.,
e 1, Tharme-Tiry Fliber-Classic and 8motith-star
10 1, Thandial-Th. Fib-0.1.1c it Smdit-trar
11 4. Therfrat-Tirl Hbor-Cymtic after tamr0th-Star
12 1, Tha--Tu Fpes-Craar, add 8-h-st.,
13 M. Theora-Tin, Inbar-CiASsIr. an it 8-IthZItar
14 m Th-Thir Inti-0-1-nd Smoolli-Slo,
16 o- Therme-TrU Fbor-Claestv and Smcoth,Star
is p. In.arnra-T. Rid-Cl-cmd snicath-Ste,
17 q, Theons,Tru Filber-Classit and Smo:tI
8 &�St , IddS--t1Auat'GIazd
,5iba,A%_ Single Door
reg:x4edfigurallon)
8 &a.d:ImP.d&q.ot; Gl-.d
Nommal 89#3S,*0 t.quWJmFput&.ql Glued
CArdo. it..Edge Fiberglass Double Drth or
sl
with cut Sidailtes (InswinglOutvaling: XX or OXX(
.Ith
or OxC, SonfigU-)
Molicad Open Sidalitei.) inavingilOw-ing: XO. OX
oroXommigum"onno
Nord'.1 6 ':8 &quat; I.P. oHI apace
Composite Edge Fithergass; Douttle, Door vfth or
a'Ithaul Glued MoldleaCiparr SMalites
XX or =0 comiguradims)
iMI/2026
No
yes
Y.
MIA,
!MlJ20�6
M.
Yes,
Y.
N/A
1MV202%
No
les
yes
NJA�
1MI12026
No
(as
Yos
WA
1213loG26
No
Yea
Y.
WA
1 Z3112026
No
Yes
Yet
MIA
l2f3112026
No
Y..
Y.
WA
i2131Y202G
No
yo,
Yea
MIA
=1�2026
No
Yes
Yea
NIA�
Ml/2026
No
Yes
YD.
NIA
1=1/2020
N.
Yes
yer,
MIA
1XI112026
No
Yea
Yie
MIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel at
11312021
�Qft mittly or Date Date Dge Pending Data
Tvas VmJ.d Mamufaijur., Ccentad VaIdgkid EW Vlil,td Submitted PticAaare-1 A,,,,,d Status
Re,iSland 2020 K)TIndusartes Jobs Roeowskl Miami -Dade BCCQ - CER Miami -Dade 9COO - VAL 114IW2020 1 012flizWO 11124=20 Applod
category., rVarl r Docas 486-0100 (F86) 315-2500
8.brlat.dary! Sliding 12.1.0c, Door A-Inf.
C'napliarrea Method! Ceirtification Mark a I -Wring
Qualb Anqr4qSn, ArtmovinfLarUse Approved for Lky
See *1 gM a I-I.Sluot 11-1,41- contract E.pInStI.S, riat. In HVHZ Quiside HVH R-Ist."t Pirses..
A Vinq4 Slicing Glass Door W412(121 'fa, Yea Y. MIA
5 It I a, -0 W ar V E-�tp]L-i I al� I §L-!Wltl U MEMLY-IU" I I III I a F.Lil I 1I
Categoryi, 'Subcategory
Manufacturer
Product Description
Approval Number(s)
DFI
LA. SWINGING
ra
+67.01-67.0 psf
Fiber -Classic and Smooth -Star (IMPACT)
+67.01-67.0 psf
10=1T.11re Im-
+80.0/-80.0 p
MI Windows and Doors
:Series 420
Mill
+40.0140.0 psf
5570
NOA 21-0205.03
+38.7/-38.7 psf
EffiCW-4
Pella Corporation
Wayne -Dalton i�
series 8000/8100/8200 #1105
Wayne-Daltion
111q:?Z_1 IVOR
+30.0/-33.5--psf
E K&I
'Wayne -Dalton
_0
-Series 8000/8100/820:0 #1124 (16X7)
- -1
+34.4/-38 3 psf
00,1114M
D. METAL LOUVERED DRS "Curries
Dixillsion of AADG, Inc
607,707,727,747,,and 847 Single I Pairs o+f Doors
NIA (see: inst s ht)
M
SINGLE HUNG
MI Windows and Doors
Series 185
+60.01-6n psf
5
Series 5500
Pella Corporation
10/20
13111 1
+35.0/-35.0 psf
------Series
Pella Corporation
Pella 10 Series
111,
+60.0/-60.0 psf,
wipwrif
�B. HORIZONTAL SLIDER
MI Windows and Doors
um
+ S& 0/i psf
Series 10/20
+3_0.0/-30.0_*_
Pella Corporation
Series 10 Sliding Window
MI Windows and Doors
,::Series 185
wjmm�
fflmlrfl%�
Series 5520
K,
Pella Corporation
Series 10/20
Fir, M.-
+50.0/-5 0.0 psf
MFA��
�����=Pella
Corporation
10 Series Flange Fixed
M1 Windows and Doors
Series 5764
FM
Series 5500
;3. PANEL WALL
'A. SIDING
James Hardie Building Prod.
TIMIST"Il :1 Ma a
Solid and Vented V i-nyl- Soft
__+75.0/45.0 psf
E V110 rpk#?*J
,Alpha Aluminum, Inc.
'Solid and Vented Aluminum Soffit
+54.2/-54.2 psf
IMEM
A. ASPHALTSHINGLES
13 Tab, Dimensional
UNDERLAYMENTS
Tam ko, (for Shingle Roo�
151b Felt Undedayment
_B,
PlyQlass USA, Inc. (tr Tile iill
POLYSTICK TU MAX
C. ROOFING FASTENERS
D. ROOF VENTILATORS
Thompson Arch Metal Com p.
-Ciff Ridge -Vents -
III 1111ill III
19 116 1
Lomancol, Inc
DA4 Ex ahust Vent
KFAIR, MM
!E. ROOFING TILES
11: MM7 birl
I I
����IFJFTPTM
1g, mr, all
�FI_7849,16 - FL784Ub-
����Ummm
F. METAL ROOF
M&
. ., rme x ePePa i sP,n c.
DMC 10ONS, DMC 15OSS, DMC 175S, DMC
200S, DMC 5V
A., STORM PANELS
'I Global Protection Products
FL15076.1 - FL1 50 76.2
All American Shutters Glass
Ll
COMPONENTS
iA. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
Simpson Strong -Tie
-B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL199941 - FLaI999.4
MiTek Industries, Inc.
FL2197. 1 - F L2197.5
1511= =1 111, X3 1012121 VA 91 1!EkTJlZ1=lffl_.:Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527. 1 - F L6527.5
Cast -Crete Corp.
!'High Strength Concrete Lintels
NOA 20-0630.15
7d-ommercial Concrete Products, lnc.��iHigh
----- -----
Strength Concrete Lintels
Florida Department of Business& Professional Regulation
Building Codes and Stnridards
Product Approval Application Detail
Pagel of 3
1,W21122
Code Entity a Delta Data Dat. Pendino Dalle
TVI)e VersJoi Marufaclune comac engineer & ucense Validated valcali SUMMItled FBC Approval Aloproved status
Revision 2WO Therml-Tru Corporation S�bevo Jacipiarsom Lyndon F. Schn-lict, PE Ryan J. King, P.F_ 07123=20 07/12J2020 0712912020 1011312020 Appro,ed
Category: Exterior Do� (800) 843-7828 PE-43409 (813) 76T-55EI5
SubsigI SWilging Exterior Door Assemblies j.sps.,som@thenm.tru.c.
Compliance Method: Evaluation Report from a M
Fliorld. Registered Archlbcit ira Licensed Florid.
Professional Eughn.ar
QualiblAiVIUrainCe Approvedfortige AaarovedforlUse Impact Destart
sea 9 Product Model, Number or Maras Product Description, C.PtractEmitination Da in I Outside 1YHZ Resistant Pressure
1 a. Thmmel-Tru Fiber-Gloasto and 8mapoth-star Marginal WMS 8qoicIrdpaSt&q.pt Opaque 12)3112022 ye� yea� Yes NIA
Composite Edge Fiberglass Single 000,
(In-irril"O"t-Ang; X C.Olig-rd-)
2 lb.rhairmal-Tru Rber,'Classic, and Smooth -Star Nominal W39.8 "imparati%quat; Opaque lW112C22 Yes Yes Yes NIA
Composite Edge Fiberglass Single Door wth
Sidelite(s) (InadvingfOutisaing; XC, CX or OXO
configorations)
3 G, Therma-Tru Fibar-Classo and Smooth -Star Nominal ellI Squot"Ims-Acitit; Opaque 1 M1 =22 Yes Ye. Yes NIA
Composite E4ge Fiberglass Double Dit-With or
Wthout S dailies (IrissaingliCubaying; XX or D)OKO
configurations)
4 d. Thermo-Tru Fiber-ciassic and SmOth-Stal, Nominal 8'r,0 "�mcact&qUOd;. Opaque l2j3lf2b22 y.g Yes Y.si NfA
Composite Edge Fiberglass Single Door
OnsaArrillOurtsyving; X configuration)
5 is Th.r..-T,u Fibe,C]-i. add Sddncrith�,Sb., Nordin., 8,1fiSRO &q.atmpct&q.# Opaque 1 2J31 f2O22 Yea Yea Yea NfA
Composite E Fiberglass Single Door With
a.c.) ("ZonglOutswrig; XO, OX or OXO
oximiguratQns)
6 f. Therma�Tru Fiber -Classic and Smooth -Star Nominal 8SQ &qua�Imparct&quct; Opaque 12J31=22 Yea Yea yes N(A
Composite Edge Fiberglass Double Door With or
Yvithout Sidelites )a or 0)0`0
configurations)
7 g. Tharma-Tru Fibar,-CII And Smoath-Star Nominal 6',8 "Impgct" Glazed 12J31f2032 Y Yes Yes NfA
Comic�M11.,lEdg. Fiberglass Single Door
X configuration)
8 h. Therma-Tru Fiber-Clialasic and Smooth -Star Marginal Oa#39;8 SquotImpect&quol, Glued 12Y31f2022 yes, Y�S Yes NIA
Composite Edge Fiberglass Single Door rAth
SdI (InsWillifOutswrig; XO, OX or OX0
configurations)
9 i, Tlemri Fib-Classi-ol Smooth -Star Nominal 68,4130:B Squotlmpattt�qudq� Glazed I 2J3112022 Yet, Yes Yes N(A
Composite Edge Fiberglass Double Door vAth or
vilthout,91I (Irevving/Oubsoce: XX or QXXQ
configurations)
10 Tltaryia-Tru riber-Classle and Smooth -Star Nominal 88#39;0 &iquot;Impact9i4lucit Glazed IMIM22 Y.. Yes Yes Nfk
Composite Edge Filaerglass single Door
X -figuAtidmt
I I k. Therriga-Tru FlItar-Classic and Smoom-Star Nominal 8g�o &quoblrdpact�iquot Glazed 1213lf2Q22 Yes Yes Yes NIA
Conip.sn. Edge Fiberglass Single Oo",ith
. q its risArigtOutswigg; 1, or
configwarbang)
12 1. Thernme-Tru Filow-C(assiQ and Smovth-Slour Numinal 8&9.30;0 "Impact&quob Glued l2Jslr2Q22 yes Ysra Yes NIA
Composite Edge Fiberglass Double DoorvAth or
vathout Sidelites (firremilglOutsavirer XX or =0
configurations)
13 m Therni Fiber -Classic and Smadth-Star Nominal 6&#�R.8 "lnrpact&quai Opaque 12J�IJ2022 Yes Yee Y.a NIA
Composite Edge Fiberglass single Docr4th
"Norr_ImpacI": Sidelde(s)
(Inswre/Outsa,mq; 71D, OX or QXQ configurations)
14 ri. Thermi-Tru Fiber-Classa and Sirmooth-Star A am paque 1 D31)2022 Yes Y Yes NI
C. impoi , b =,= fth
"NOnInnPglv18quot Sidelites(Insningfo.twhig;
0 configuration)
-9 a&Wt) 6jquOt:mpant&qucq; Opaque 12JW2022 Yos Y05 Y.5 NIA
1 a. Thorma-Tru Filber-Ch,issic and Smooth -Star Ncurrifel
Composite Edge Fiberglass Single OoorWth
&qucd;N.n-Impa.t8q.ot; Sidelfba(s)
(insysingliOutswite; XO, OX arOX0 configurations)
16 p. Therma-Tru Fiber -Classic and Smooth -Star N-dal 8&*g;O "rjmp=:&qUOI. opaque 12J31t2022 Yes Yes Yes NtA
Composite Edge Fiberglass Dou I Door with
&qucd;Non-Impacsquot; Sidelltes, (InsWingiOurtsaAall;
OXX0 configuration)
17 q. Thisdorti-Tnu Fiba,Chs.i. Sind S-Hi N.mid.1 6&lS9;8 &,jbN.n-mpSSL&qud,. Opaque l2JSlf2022 Yea yas No NIA
Compootte Edge Fiberglass Single Door
(InsWrigifoutswing; X octrifigiurshon)
15 r, Therma-Tru Fiber -Classic and Sirroth-Ster Nominal 6&#$9zS 8qu0t.Nor-mpaat&quab Opaque 1213112022 yas Y.. No NIA
Composite Edge Fiberglass Single Doorwith
Sidelle(s) (Inassimg/Outawng; X0, OX i:,r OXQ
configurations)
19 a. Therma-Tru Fither-Cessio and Smooth -Star Nominal 6&#�9;8 9quct;Non-tmpaoAquot, Opaque IPJ31=22 yiss Yea, No NIA
Composite Edge Fiberglass Double Door With or
Wthd.t Sid.IHI (hrisolingIOUtSwrig; XX or OXXQ
'. migiiialmns)
20 t. Thermal Fiber-Claussio aind 6yrooth-Ster Nominal W39.1) i3quctilon-Impactaquab Opaque 12131f2022 Yes Yee No NIA
C.Pripassitis Edge Filaptgilue Single Door
(IreaviinafDufavAng; X .-figunaii-)
21 u Therma-Tru Riter-Clarosio and Strinoth-Star, Nominal 89#$9,0 "Non-ImpaSt9cpuot; Opaque 12)3112= Yea Yes No NfA
Composite Edge Fiberglass Single Door with
acelist(s) OnswirglOutswrig; XC, OX or OXO
conflaurellonsl
22 y. Th.o-Tru Fib-asesic and 8-th-St., Martinet 88*39:0 9q..bN.,mp..t&q..t; Opaal- 12P31=22 yies Y.. No NIA
Composite Edge Pi berglasis, Double Door Wth Q
without Sidelites )C(or OXXO
configurations)
23 w Thernial-TPu Fter-Classio And Sm-th-stair Nominal %951)b "Non-Imp;u;Aquot; Qlaied 121$112022 Yes yos No NIA
Composite Edg. Fi berglani Sngi. Door
OnssiingfOuglawne: X ccrifiguration)
24 k Th.ri-Tru Fib-Clusic, and Smoth,Slair Nominal 08#39.8 &quQtbJon-Impadt8quSd; Glazed 12131f2022 Y.S yea N� NIA
Composite Edge Rbergess Single Door with
Siddile(S) 0-AngtrOutsvAde; XO, OXor OXO
ocildigumlions)
25 y. Tbrarm.-Tru Fitter-Oassicand Snrocdh_,�,Ur Nominal 6'8"Nod-lmpAc1" Glazed 12131r2022 yes Yea, No WA
Composite Edge Fiberglass Double Door Win or
Without Sidefirtes, (InevAngfOunsWing; XX or OXXO
12131)2022 Yes Yea No NfA
12i3lf2M Y Yea No N/A
12,13V2022 Yes Yes No MIA
configuradiontal
Nominal S':0&juot:Non-Irnpact&qUot; Glazed
Composite Edge Fiberglass Single Door
(I nsivinglOutaysingi. Xcordigurantion)
Nominall SW39;0 ":Non-ImW8quob Glazed
Cpdait. Edge F, beglace. Single Door ilh
SidI (InsWragitiOutswrig; X0, OX or OXO
configurations)
Nominal 88#39;0 i1quot;aJon-Impact8quot; Glazed
Composite Edge FiZqlass Couple Door With or
without Sidfites (in 11010.1ti'varIii OXXO
configurations)
Florida Department of Business & Prollhossonal Regulation
page I art
Building Codes and Standards
Produ ct Approval All Ication Dela 11
!N; gy
_gg
code
Entit, Or
Data Data Date Pendina
case
T"A Version Immerfactunat
Carew Enoine-S Licitinsi, Validated ik
Validated Suirmitthad FgCA,,,,,l
Apvj,y,d
status
Rev.l.. 202a M, Wacims and D.Ors
Merit figincer Luis Roberto Lomas Given M. Urich, PE
10`0�020 101W2020 10,1912020
12h5f:2020
Approved
Catiagory, Exreflor Doors
�1`17) 365-3300 PE-62514 (717)31?-8454
ituaCidogary: Sliding Exterior Door Asseftlies
bsitlhger@miwd.com
Compliance Method: E"`Iuafion Report from a
Flonds RegilwareaArchim"n a'. Licensed Florida
Pr.ressiaral Empreiar
�s
ApprovedforUso Appro"d for Use
Ingpdaill
Design
sea # Ilt9vt Model, Number or N.M.
C01%tity
Product Do$criptio act eXplinallon oats
In HVHZ MN a
RASII
Preamule
1 SERIES 420ALUMINUM SGD
SERIES 420ALUMINII OXO 12131121324
No Yea
No
KiA
l45-3148,q"t:x0&.qu.t: NON -REINFORCED
2 SrAES 420ALUMINUM $G11
SERIES 420ALUMNII OX. XO,XX i2(31=24
No Y.
No
NYA
HOPI-REINFORCED
3 SERIES 420ALUMINUM SGO REINFORCED
SERIES 42a Al_UMIMUM SOD ReINFORCrO OXO 12YW2024
NO Y.
No
Na.
145-"14&q.rA;xSS&qt:
4 SER�ES ALUM�NU M SOD REINFORCED
SERIES 420 ALUMINIUMSOD REINFORCED OX. 12,311=4
No Yea
No
N/A
XO. XX96&quQW6&qgot;
4420
5 SER ES 20ALUM NUM SOD REINFORCED
SERIES 420 ALUMINUM GOD REINFORCED)= 1201121324
No yss
No
N/A
l43&q..t:.96&ql
Florida Department of Business & Professional Regulation
P.q. I &�
Building Codes and Standards
Ia2021
Product Approval Application Detail
QPA
faintly or
Ust. at. Den, Plundide
aide
TV Oe
version manufacturer
Contact Shall 1.1gorl Validated Sy
Validabill -submitted FBC AMOMY01
ADD-ed Man -
Revision
2020 W.Ya S-D-Ithen, S division & Ovem.ed 0-,
ovi"ne komish J.hdE Scales Jeffrey P. Arges- PY�
10112M20 Q912912920 100J2020
12115/2020 Approved
carip.ranion
(3�D)763-8121 PE-51737 (A34) $21-5200
CilliDinsy: E,darior Dora
dkoallarfllwaywasten C
StAtiCatil Sectional Exterior Door Assemblies
om
Compliance Mehad: 9-luenjerl Repon grom
it
Florida Regis ered Architect or a Licensed Florida
Professorial Engneer
t,�AwAtko
Agiargerad far Us, limdr-ogl far Us,
trin vatedi cast -
sea A
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Product Descriction
In HVHZ O"al. KVH
Resistant Pressure
60DOAl DCVA200 91105
90W Max .1114#39: Max hailght. Inlexi.g 12131,2023
NO Yes
Yes
ev"kials in top or h1harratild-dill.
19
lGam; M.K'aldri. 14MO; Maxil.191d. QaggdQ 12411,2023
No Yet
Yes
.idiapio In top orlatsm4dale section.
11
60DO181OW6200#1124
I 684039� Max width. 14M9�. Mm height, Glazing ID3112D23
Me Y.
Yes 34.401-3520
available in top Or Intermediate smtion.
Florida Departmentof Business & Professional Regulation Page 1 � 1
Building Codas and Standards
Product Approval Application Detail
(,Qd- antity a pop Plava, Dwo Sonoma Data
Tx -a Vanillin Offintuntroluder coidlact Emilmisir & License V,11diflad th, validated a0val FSC Approval Aolamr,ad
Revision 2020 C was Division of AADO. Inc, Tom Relay UL LLC Troy Bishop. RE 17JI012020 lvoln= 12/21J2020 Approved
Caleloory: Exleror Dome 4641 t 04-2813 i954)947-0880
PolbCalregary: ExledorDoorComponents tom.'altay(R.S.Shoy-
c.nipliame AlikeldeltP. Certification Mark Or Listing
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so,, :��L
1 47t 757,777, and 84 7 Single add Pairs or Flu Sr. Gfitaed, and Lb-Sial single and puldi of 1213IJ2028 yea Y. yas N/A
Doers bailor, metal dWM-
Florida Department of Business & Professionai Regulation Faster V`2
Building Codes and Standards
Product Approval Application Detail
cede angry Date Ined. Data Pending am.
T... Version Manufacturer Contact Engineer & Liman. Validated EIv V&SISited Subelitted FBG Argaran,al Amer -lid awila
Revision 2D20 fill windom's and Door. I SIturigar Arneflorin Architectural 6wen M Union, PE 1 V1 712D20 11 it 7M20 1112Y2020 Approvvil
categcinr�:,Vvindows (717) 365-3300 Mentifirchimars, Associ ation (7, 7121 7-8454
subcategory: Single Hung b.Ungell4gi-di.a.cord
Complance, Method: CeTill1stl6h Nlarx or Listing
G-lin, A.Snce ASIoraved for U59 Ararmsed far US. ],,act Deakird
Sao A 11 dI Number or Name Product DetiorlittlOrn C.11tra=h, bat. In I ouitside Hv Resitegat Pressure
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Building Codes and Standards 1 Or-ID22 Bulldlng Codes al Standards 1&2D21 8LdIdIng Codes and Standards J&2aZ1 Building Codes and standards 1 &.021 -0 > C-
2 2 E _=3
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DIM Version Manufacturer contact Enalreer & License Validated By Validated Submitted Fil Approval Approved Star,, code Enfita - 9-M 1 2" Data pa.di- R& Cod. Ill , Doe 20 Date Pending Care Dole Dade Date Pondm Data .
MM versiort atainufaddurer CM.ct Ennhaser A License Valil BY Validated "Mitred FBC Ararrul Approved status Type version Mamifir.t..' Contact Endmar& users, Validated% Me" Nal tied FRCA,wayal Anal slobas Im V.asi lalwa,fe.1"M comact rnaineor&LIaxam vallaahad Ity Validated sUbFifitt.0 FINCA1,11-ai A-d sial" _11...0 a) a)
Reavisi.n 2020 Their-T. Corporation Ste-Jaispers- Lynd- F. S.h.i# P. E Ry.. J. King, RE. 10107rAQ1 09118M21 10t13=21 I 7Jl 512W Appr-.d 6110 .i._0 U) -I--
PE-43409 (813) 767-6655 Affirmation 2020 PSTInd.9tries Jens R-ald Mlerell OCCO - CER lall.ind-Dad, SCCO - VAL I i106J2020 1110512020 Iltil/2020 Appro,od Re�islw 2020 MI WRdowx; end Dowe Brom,81ftlinger AmeOcan Arch�rectuml Steven M. Ul PE 10MEV2020 10106=0 IW1912020 Appr-d R.,As,- 2020 Pall Wid-nd Doors Rramt Sthiiger Arad- AeNtondmal R... W. Ul PE 11/27J2020 1 1122=0 IIJ2MG20 Appr-d
Category: Exterior Dactis (800) 643-7628 Category: VftdoWs (717� 355,3300 Manufacturers Asscefation (717)317�8454 c
Subcategory: Swingi ng Exterior Door Asaremblies ejasipsursenCthermalru.co Cat.a.ty: W,d.,Qe (941) 4MO100 (766) 315-2590 Category: Windows � T1 7) 365-3300 Manufacturers Associstica, l717)31?w8454 5 M m '65
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Florid. Registered Architect or a U ... sold Flarkl. Conifftlarce Method: Cartill-b- Mark or Ltstliig am Compliance MethodL Carification Mark Or Listing Coampliars. filathock Caxifficati- Mark or Listing (D -0 0 -0 -0
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Quality Assum In - Approvedfar-Use ApprovedforUse Impact Desion a" A Product Model, slLfirit- Name Product Description Core =ntuxi In HVHZ Outside HVH Itabilsent laressaure Rai Pr,d,,t Cescill 1, HVHZ outside HVNz R.Mataxat P.... PmA Product Medial. Number or Nam Product D"Calptle ntraid Exoratlon Date it, HVKZ outside fill floslistanit Pressure =
S-49 Product Model, Number or Name Prod-t Description Contract Expiration Date in HVHZ outside H1VHZ Resistarrit Pressure 2 SH5500 (Large full impact) Vhyl Etael� 1-brg W,,dow � Yes Yes Yes WA 0 LL -
. I HS I" Fin wl Frame 73.62 lr.I.W Glass OVISt2024 No Yes No +5u-55 1 185 PW 73. 72 In..I.t.d Glass 04/03/202,S No Yes No -00/,30 = - -
I a Th-a-Tru Fiber-Cloossic and Smooth -Star Nominal 6'.3 Squat;Nan-I nipaot6lquot Opaque 1213112M No Yes NO MIA m I.- ,.+- M
Composite Edge Fiberglass Single Door M 0 >
(InswrigiOutwang; Xconfigutation) w -0 E a) 0
2 b, Therma-Tru Fiber-Classlo and Smooth -Star Nominal 6U,%,8 &qt:Na;i-Irr,p..t&q..t Opaque I 2131/2022 No Yes No NA - L_
Composite Edge Fiberg law Single Doorwiffi C/) (D L_
Sidelite(s) (ins,mingtOurtawrag; XO, OX or OXO -Ii,-, CL
coanfig-ti-is)
3 c. Tharme-JYJ Ffider-Chissia and Smooth-Stilr Nominal G&ill ":N-l�pacft&ql Opaque 1213112022 No Yes No MIA !E am) 42) -+M- (D-
Fiberglass Compositia Edge Double Clear with or - =
,ithout Sideftlim (InsvonglOutaM ng: XX or O)V,O � -0 . - U) <
owfigurati.nr)
4 d, Therma-Tru Fiber,Classlu and Smooth -Star Nominal 7&03Q',O 8quot;Non-Impaat8quot Opaque 1213112022 No Yes No NJA
Composite Edge Fiberg lam Single Dow
tInswing/Outswing; X configuration)
5 a Therma-Tw Fibear-Classic and Smooth -Star N.mIna 1 7'�O " Non-Impact" Opaque 1213112M No Yes No NJA
Composite Edge Fberg loss Single Door wifil
Sidelite(s) 6n*%Mng10ueswing: XO. OX or OX0
canfigurations)
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Composite Edge Fiberglass Single, Door Building Codes and Standards 0=1 Building Codes a nd Sta ridards t'512021 Building Codes arid Standards IMJ2021
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Comfpg�ftts Edge Fibisrglo,as Single Doorwith Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail
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Composite Edge FIbergiam Single Door with I - - Fred& Registered Architect w a Usertax,cl Panels � I
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Composite, Edge '14prillskassiriglas Dow
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Ompoil E dgii Fiberglass Sing lis Door widn
Sidetite(s) (I nswisigfOa.fta,�lng: XO, OX or OXO
eatitfigurinjori.) Florida Departinent of Business & Professional Regulation Plus. I .fr Horde Departmort of Business & Professional Regulation Past, 2 of 2 Fiords Department of Business & Professional Regulation F.g�304
16 P. Ther-7m Fiber -Classic and Smaxith-Star rulorrivial 0'0"fNo�1mpact&qiJot Glazed 12/31=22 No Yes No MIA Bdilding Codes and Standards 11OM21 Building Codes and Standards 1002021 Building Codes and Standards M=3
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19 s. Therma-7m Fiber -Classic and Smooth -Star NDminalS'8&qpjot;Non-ImpaGt8.quot Opaque I n112022 No Y.,s No NIA Category: Panel Walls (Il 545-8359 PE-81662 (S52) 367-2528 Col."-. P.aol Walls taso) 922�2389 PE�43409 013) 767,SS�fti Catagaxatr. R.,0g (80D)768-3411 PE-59166 4954) 772-8224
Composite Edge Fibergiass Single Door with subcategory: Siding ch.dxIoralxa@jhwd sAcalega'y; saffits nfh-p.on@.1.ua.cwn Subcategory: Asphalt Shingles mst�h@gaf.com
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Continuous Head and Sill wtiflg.ratom) . Florid. Registered A�brtatft or. Licensed Florida Florid. Registered Aelifla.1, or . Licensed Fl.dd. Florida Reglat.radAmbitect or . Li ... sed! Florida
2G t Tharma-Tm Fber-Chassic and Smooff�st2r 11-inal 8&939,0 &qu.t,N1,s.,4" Opaque 122112022 No yes, No NIA ProTessloral Engineer Professional Ergirse, P,daeolorx.l Engineer
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21 U� Tharma-Tw Rber-Classic and Smooth.Star Nomine 1 6&439iB &quwNOn-1 mpactfluquot; Glued 17J31112= No Yes No NJA $040 Product Model, Number or Name Product D-Oulk, Contract Expiration Da. In HVKZ outside )WItz assistant Pressure -Sao # Pl.d-t Modal, Number ar NO- laned.rd D .... lipti- Contract F.Pinaler, Data in HVHZ outside HVH R.W."t prasstmi Le" Product Model, Number or Name Product Desalroon Contract 8XVIratloftloato In 11VHZ Outside HVHZ Resistant Pressure
Composite Edge Fiberglass, Single Dow with
Sidelita(&) (I nsWngfOutsvAng- XO, OX or OXG 1 Campl,ak L.p,qdhg lib-od-I lap siding IZ31)2023 Yes Yes MIA NA 1 & &qUo:;2T&.quot: Sofflft Vent or Solid Vinyl Wit i 2131 nO23 No Yes No MIA I OAF Asphalt Rwf Sh Ing[" for use I n F BC non-HVHZ Fiberglass to Ricroad 3-tob, I wndnat,d, 5-tab and 12116,2025 No Yes Nlik N/A \
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v. Therma-Tru Fifteel and Smooth -Star Nominal 88#39:0 &cvotNon-I r-paciSquot Gland I Z?3112022 N a Yes No MIA 3 c. Up at: Greenbrier Vidage Bosdod&.939: SOM Von Or Solid Vinyl Soffit 12t3112023 No Y.6 No NJA
Composite Edge Fiberglass Single Door with 4 11 &'1ud;Ds&ql Soffit Van: or Sold Vinyl &am 12t3l=23 No Yes No WA
Sidefte(s) 0 nsk4ngfOu1aWng: Xo, OX x OXO 5 .. &,quetCharter Msk&juct; Soffit Van or Solid Vlr�l al 12131,2023 No Yes No N)A
Continuous Head and Sill configurations) 8 f. &9t;'%P.'SP.aA9..� sell Vent or Solid Vinyl wift 12131=n We Yes No MIA , =
23 w, Themns-Tru Fiber -Classic, and Smaoth-star Nominal SH,#39;8 &qvot,NOn-Impact" Opaque 1213112022 No Yes No NIA 41:111"J. ��c
Composite Edge Floorglasas Door Pencils with Vented ka'a-4 .
Sidelke(s) (1�Arigfoutswing; XV, XyX a, )OM %_
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Composhle, Edge Fibargless Door Panels with Vented - L.1- C%_
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GO L., -
Composite Edge Fibargleas Door Pamlswft Vented .0c C;Ia
adelite(s) (1nSWAgfOuIh5V*1g: XXXXXWXXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W CHO
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Composite reig. Fiberg Is. Double Door %ft R.O.1- 2020 TAMKO Building Products LLC Kerri Edo R000rt Nlem- John W. Knoz.,fch. PE 10r(34=20 09129r2020 IWID21;20 12)1512020 AW-d ROM.il 2020 L.M. Thompson. lnc. dpa Thompson Architectural Tony Christman Z.chwy R. Priest Steven M. Ul PE 09/1 7t2O2O 0911ano2a 09J2212(120 IV150020 Appr-d R.'Asion 2020 Florida Motal Preclude [no. ClarkJ.M.a Jarral L. Bucker. REG Srsu&n M. UdOh. PE DW27f2020 OR2512020 1010412020 121160020 Appr-� a � .S! ') (P
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configurations) . Prefessi-W Engineer Compliance Mothock Evaluallon Report from a Florida Real.teredArel,doet we Liesneed Ronde CC c-,
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Composite Edge Fiberglass Double Door with FWU29_1110 Products, I 11, � - I I I I I I I - I I 1� I I � " I I 11 I- I 1 Professional Engineer I I 11 I I I - 1, � I I 1- � -
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31 w. Tharma-Tru Fiber-Glume and Smooth-Slar Nominal 7'0 "Noft_1mpact&qUo� Shaker 1213112022 NO Yes No NIA Ill P,,dq.t MWA N-4er or Nam. Pr,d,,t D.-lude Contract F-1,91p. Ogle In HVHZ Outside HVHZ Resistant P-M Gul Assurance Amend far Us, Avermil for Use 11i Dowan -5-4 Product MQdIsL Number w Name Product description Contract F-fratim n.t. b,HVHZ O.tsld. HVHZ Realstaut Press -
Series Camp-ft. Edge Glazed Filbe,91 ... Siril I TAMKO Roof Underfaymonts (HV14Z) R.cf-Parday. ants far .so in F 8C 14VHZ 0612ar2O23 Yes No MIA N/A 3-# Prpd uct IlOoEtal. Number ar Hism. Pluothaft Donaidil Carfinact Expiration Date In HVHZ Outside HVHZ Resistant Fnalusu. 31 21- FLAMCO licul 10 Ridge VnMqud: AtimInurn Ridge VON$ for pitched reefs fabricated 12J31=4 No Yes No MIA
Door Wth or without 1 2 sdolike(s) Jur.cledons. I TAMCO Fiat Top Olf-Ridge Vent with Santa lor rt. 20 ga. More roofVorniator with baffle OM012026 Yes Yes NA N/A from 0.025'Atirinurn
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4 TAMCO Round Top Off -Ridge Vent with Baffle for Tile 26 9. state rodflenfilastor 1.1th b.iffic 09/0912026 Yes Yes MIA MIA
Florida Department of Business & Professional Regulation Page 1 oil Flodda Departmord of Business & Professional Regulation P.S. I of 3 Florida Department of Business & Professional Regulation p.g.i at
Florida Department of Business and Professional Regulation BLdldrig Codes and Standards 1,7f,021 Building Codes and Standards IrTM21 Building Codes and Standards 3rM23
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FL#5259-R31 R,,V,. 2020 Lerisno. Kati- Jolley Jwn. L Buick- P = &.an M. ud.h. PE 1 if2T2020 1112SI2020 11,2912020 dint; FBC App,, ReOOon 2020 awxcl R.all Anderson Roldiii LAPNIC Unit- rvalusti. GaryW.Wall,ar I WitW20 1 M7M20 11MIZ020 Appr"d Re,isldri 2M Octal Prelectlan Products, LLC_ rim Robinson Mki Tile Jr. P F John W. M czavich. PE OSAX020 DW8r2OM 1DMi2020 12115M20 Approasd
code EntRy, or Date Date Date Date Status Catagary: Reeling (501) 983-6163 PE-31242 (717) 317-8454 C.t.;,, R-frig (601) 380-6091 Servicas LLC. (205) 854-0160 Catalial Shutters (0541 689-7545 Pr-44167 (954� 772-6224 (D
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Revision 2020 POLYGLASS USA Maury,Alpert, License John W 11D125121.120 10i'2212020 FBC 1211512020 Compile ... 10.th.d: E�afl..U Raped fre. . Product E�luatldn Entity Florida Registered,alrenlect or a Licensed Florida
Category: Roofing S954233i33OS�lpert@polygia�.com Rob" Nemlinen Knezervich, PE 5-MY91 Florida Registered Amlifteet or is Licensed Florida
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Eva luation Report from QuallorAmUl Approyod for Use Approved for Use firmaset 00.1arx 1 B Saxony - Shake, Veto, Country Sete, Split ad English Rol Profile - Nnuar, CO 12131=20 No Yes MIA 2191 Product Modal. Numbaror Nam Pad= Dincilythole Cactraot Exubadan Data ir, HVKz Outside HvHZ Real Porsax_
six, 9C lar�d Metal leurarl- N. . Prodij,t 0-,i,ft� C.antaraet ft.irallne Data In HVHZ Ol HVKz flasistarl, poaos� Thatch & Irnp.0
a Florida Registered 1 D.A-Arl DA-4 .rTRW3uiRVk-Pa DA-4 L- Profile, P.1yeropyte., PI -to, R.ofVwft 1211WO25 No Yes No -97.5� 97.5 17 Saxony NO - State, Shake Ump; Split shake Flat Profile - Brooklet, CA 12i3lRO2D NO Yes MIA MIA 1 20 Gage Gaxanlead Stad Storm P.nol!VFfVHZ Quill Galvanized Steel Sim Panels retained 1MI12023 Yes Yes Yes WA E -allaaaaall
Architect or a Licensed Mechanically Attached to PWItiod Deck, la, a. .y 800 - alw* Shake &--P; Split Shake Flat P,.r,l.- Ri.k., CA 12131r2020 No Yes MIA MIA or nor tyy Imoks to prwide humeane protection
19 S=y 700 - Sh.k., Sets 4arrip; Split Shake Flat Profile- Stocklo�, CA 1213i,2020 No Yes NtA N/A 2 24 one Garestaod SteO Storm Pans1sMKVHZ Carl Galvanizad Sao[ Storm Panels retained IMIJ2023 No Yes Yes MIA a)
Florida Professional . 20 5 .... y 700 - all 81�to,ill Split Shake Flat Profile - Mist., CA IV31(2020 No Yes NfA MIA ortiat by tracks to pra0de hurricafte protection.
Engineer 27 TA., F.p.r. / Salicalars, "Uh Pirelli, - Kafly. TX 1 21`3 Q020 No Yes N/A WA = a)
FL#62W_R31 Products 28 Wis Losr Preto - Katy. TX 12131,2020 No Y.a MIA MIA =
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1 Polyglass Roof Undelayntents (HVHZ) Polyglass roof underlayments for use In FBC, I 2f23/2023 Yes No N/A NIA � M
HVHZ Jurisdictions.
2 Foryglass Roof Uncleriayments (rion-I Polyglass roof uriderlayments, for use in 12123tr2l= No Yes NIA -WAI-622Z >
1I non-HVHZ judisdictlons. Florida Department of Business & Professional Regulation Pogo I of I Florlds Department of Business & Professional Regulation Pa.. I �f I Florida Department of Bul Professional Regulation Pao I ON CO 0
1 Polyglass Roof Undelayments (HVtiZ) Poll roof under�aym ants for use in Ill 2123= Yes No VA N/A L_
I lurladiabons. Building Codes and Standards 1)25=22 Building Codes and Standards ifmoz Building Codes and Standards tr1=21
2 Polyglass Roof Uridedayments (rkon-HVHZ) Polyglass roof underlayments, far use in 12F23= No Yes NA -NA1022.5 > 0-
Il non-HVHZ jiudsdidtions. Product Approval Application Detail Product Approval Application Detail - -_ -_ Product Approval Application Detail 0-
1 Polyglass Roof Underlayments (HVHZ) Polyglass roof undertayments for Use In FBO12123=3 Yes NO NA Nl I .�.. - - � "I
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FBC nan�HVHZ jud5dictian.. T-0 Version Manufacture Contact EnflIneer & Lidem Validated Validated Submitted FISCAPproval Approved St.tu Mail Version blanufaclurer coutwi E-10a & U-,,. Validated B� Viilldl submitted Fac,ajaero�nw AclarI status TV D. V-1- Mamufact,rar Content Enuinew & Licialism Validatill Ear %Dftq,t,d 3xHarritted FBC A.Mma.1 Apmr-d! Status " _1116-all'
I Polyglam Roof Underfasyments (HVHZ) PLotyglass roe underfayrn eritt for use In roc 1 X2=3 Yes No N)A N/A Mike Barbieri Frank L. Ber�d% RE Troy Bishop, P. E. 1OV2812020 1011512020 11105/2020 1215=20 Appro,ed Revia. 2020 Alone Stnad La,!s ICC Evaluation SeMca. LLC W119ion M. Ranieri, PE IC)3112020 1 OV2212020 11/0M020 11106f2M Apfor�tl Riata� 2020 Commercial Concrete Products,inc, I His al 0-1,crg John H I ZMG/2020 1 ?J16/2070 122912020 ding FBC Appn
HVIHZ jurmclicticins. Rex,ision 2020 All Annedcart Shutters and Gins Or 7 ey �531 0
Category: Sliudhers (561) 712-9882 PE-0046549 (954) 947-0880 Calagoarr: Structural Components (321) 710-3377 (407) 681-1917 Category: Shruceirad Compments (61 3) 059= PE-34245 i352) 588 i
2 Polyglass Roof Undedayments (non-HVHZ Polyglass roof underlayments, for usein IV2=023 No ye�' NIA -NIAI-622.5 subcategory: storm Panels mikeb@allatinerIcanshutte Suibcat.g.ry; T .... Plat. .[.Msa.lpineft�j.cohn SubCallagarr. Products Introduced as a Result at Prxcsft9d.'@y.h__ =3
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Sao 0 Product MadelL Hurn bar or Name Product Descriptlon Contract Expiration Data In HVHZ outside HYRZ Resistant Pressuras 1 17W SoGiAlpine Hilither Strength (H &wnp;s) Metal Corrector Plat. l2f3i/2024 Y's Yes MIA NIA Quality AsW_ Aixoranad rear Us. Awro,did far Use [..ad D1_ Q-
1 24gra Galvanized Steel Storm Panels 24ge Galusnized Steel Storm Panels 12131nM Yes, Yes Yes N/A 2 17W BOG/Aliftne Hinge Plate metal Cornecter Plate 12f3lng24 Yes Yes NA MIA 8-4 Product Model. Noraber or N.M. P,.dmt Descreflor, C,ritrild Expiralloa Date In HVHZ Outside HV]hZ Resistant Pressure
3 ITW BCO/Alielne Trulm Wtal Comector Plate i2Y31t2924 Yes Yes NtA MIA 1 Quality Precast or commercial Concrete Products Precast and Prestressed Concrete, UrWs D512SM24 No Yes MIA NA
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cal.gory: struchural Compeawaa (D52) 893-8635 LLC. Calagal Structural Con,parawl (253) 824-6475 (6008N-3268 callasgwy! Panel Wolis �4071) 509�2008 PE-B2514 (7i7) 317-B454 < a)
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3 W1 is 16g�. tra-sanneeterplart. 12MU2024 Yes Yes MIA NJA 3 ToborStrand LSL Laminated Strand Lumber 03131/202� No Yes Nl MIA I ,Alpha Alurrontim Soto Samp:VenedAluminumSeffity Alpha Aluminum Solid "mp;Vebted AurnhiLrta Or(,3=023 No Yes No MIA
4 MT18HS 18 go. high.ftnerigth (,us. conmeter plate 1213V2024 Yes Yes NIA N/A 4 TJ Rim Board Structural Composite Lumbar or Oriented Strand 0313112025 No Yes NtA NIA CMU Ump; Wood Saffill CMU &: Wood I
busurd Ran Board
5 M720HG 20 ga. high strength tru,s coil plate 12J31=4 Yes Y. MIA WA s Waya,h.ausi, Rim Board Cranked Strand! Board M. Board 03OV2023 No Yes MIA MIA SHEET NO.
a TL19. larria Ia qx,� trass -Oator plart., 12131,2024 Yes Yes N/A MIA
7 TL20' M720 20 ga. ties. comint.r plat,, 12131,2024 Yes. yes, MIA MIA
March 6, 2023
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Florida Deparibli of Business & Prarkwalorial Regulation pwiel Rodda Departillent of Business & Professional Regulation Pnwiai Flodda Departzrient of Business & PrufHasions! Regulatlon Pepiefi Rodda Departirrient of Business & Professional Ragulallon PAPI*fl
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Aftmaloni 2MM Pole Corporatioll Joe Heerdereandit Window and near Jament-AucknerP-R-0 07j'14=20 (17M,11=210 07410,20a Approwed Affirmairn ZING Pegs CD,porwon Joe Heyde. Si WirdowrorldDoor T.E- Lum, PE, LLC, (ITM4;2= 4UT11412020 OT12212023 Approwd Alfirmailloil 2UM Pella Corporation Joe Hayden smal mmelo-srdow Jerneel-Hudoner,P-E.6 07114/2= MAI(= 071217=tl Approwdl Aftnunkin 2112D Polle, ODMoraWn Joe Heirden Sand weme-weele, T.9- Wrm, PIR, LLC 07MV20213 07)14F2020 0712212CM App-d
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Seres 10120 High Parli"wrieengle Hurl 'AV 01,610 Hung Window W x 7T) OW17=7 N. Yes No '51ILM Pau 10 aerne a role Hum Wndow, W x SW M nyf Norkinpine 8 Ingle Hung window M"1202 ft ve, No 14ML40 I awl* lorjo %IV Mew window (W x Tr� W71512022 N. Yes we 12tit-25 $040 Prodowl Model. Number a, Name Prodwitillperioti Catra# Rolrotiwm Data in HVHZ oulows P411,40 Plot* 0 LL
2 Owing 10120 High Parlarmarica Single Hung WA High Parbraintrice a Ingle Hung Twin (effllf2027 No Yee No .0-01 Pella 10 soft$ 9ngle Hung Wrdw W.OX Mryd Nar�bnpwat Single Hog Window 074MC92 No, Yoe No 1401.0 2 SWIM 100 OT111142022 No yes Pao �26�-28 1 1080,1-Fisngo Find 10 Series, 112'Flange Mind! Window a2moill Van Yes Nia NA -
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0 Vinyl Isirgis HMO 7hple, OomposIbe (10V X77) 001,151=7 NO yes NO +48L40 4 Polla 10 swim single HUN Wn(b. 487x 7T Mnyl Norgmpsall Slingle Hung WIndow, 07MMU2 Me Yes No ID11603 C) >
4 81,1MIGMS! 1. uns VIV Sk-ate Hung TAM* Compant. IlOr z 53.ri 06,240M No Yes No +M-35 a Pelle, 10 Swim Smile Hung VIIndour ar - ar kil"Itil Nor-Impeot Shp Hung wrobow 0042=2 NO Yes. No ISSISS ftaiaft
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7 Vnivil Single Hung T1106 Compaski raw) (0061=7 No Yee No +36�m I I I I I - I I I . - U)
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19 hill vive 01WIMT N. Yee % O-Illagulam Aanethad For Use A,,,,,,d for Use omo gosis a semes 100 VIV Fined wircow (so- x SON) v7060024 No yes No
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12 Won 10TO Single, Hog %W Single NogWadow (W 172*) 06115=7 No yes N0 4-MI-486 1 PON 10 Barks Single Hung Wmdow Wx 97 Vnyi Non,impsee Single Hung Window OW212023 No ya Nin 140140
13 §w1MlQ=&ng*Hwn; 'Amd single Hog IWIn Composits V21 x 53&j OOMW027 No Yes No -351-35 2 Pau 10 Sodes Single Hung wildow, S4'x W MrqI Non-Imped Single Hung wftbw omwma No Yes No �4151-45
14 Wes 10M Single Hurg VIV slingto Hung Twin Compoelte(wrXilez-) 02VC27 No Yes No 13" a Peeft 105wrear Sirgla Hung Wnd- W Or V" Nan4,npw::t Slngl. Hos vierelow owsil=a No yes No +60W
10 Sells$ 1=0 Single Hung MW Slne* Hung IWR x M W17=7 NO Yes No �35,�p 4 Pass 10 Bank. On& Hung Wildner 3W x Or Mmyl Nal-Impart Single Hung Wercia, 081=023 No Yet No +651-65
is awles IVA angto Hure VIV 3ftle HMO IWIn CaRVMR6j72'x M DORWC127 No yes No +40"0 a Pole 10 series Single Hung Window V-118' x OD'Mnyl Nom4nVadSkVIa Hung Window lfYl7QC23 NO YM N. Sa�w
11 Solve 1WID Sirgle Hung VV Fired With Si Hung Hankens [108' x 72') IDillewl No YM No �301131:11
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12f3012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130,2020
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12M/2020
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For direct links toall SSTapprovals isited below, CLICK HER
For direct Inks to all SaTapprovalS listed oelow, CLICK HER
Fordireel Inks toalISSIrapproVaIS listed below CLICK HERE
Fair direct links to all SST approvals listed,lbeiaw, CLICK HERE
(3) 0_
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ends's Statewide Product
For additional information regarding F1 Approval System and Mami-Cade County Notice of Acceptance INCA). CLICK HEIR
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of Acoeetan"
Fair additional information regarding Florida's Statewide Product Approval System and MaMI-Dade County Notice NOA). CLICK HER
F. -Rional Information regarding Florida's Statewide Pro t _App System and Mard-Dado County Notice of Acceptance, (NOA), CUg Hung.
dL0 roval
For additional Information !g Florida's Statewide Produ
Lrdlng ct ApprovLl System and Mismi-Dade County
Notice of Acceptance INCA) Effi==E
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FL#2355.R7
FL#10446-R6
FL#1Q06-R5
11
HUS, HUSC series hangers
Face -mount hangers available In widths ranging from 1-518' to 3-
M
-
C/)
0116" and heights ranging from 4.5tl 6" to 11". Concealed flange
(3) -0 0
Sec#
Product Model, Number or Name
Product Description
Sea #
Product Model, Number or Name
Product Description
Sea #
Product Model, Number or Name
Product Description
version (HUSC) available for rhodels having Width equal re, or
-0
1
Titen Stainless Steel Concrete & Masonry Screw (TTIN-SS)
114" diameter Trien stainless steel masonry screw
1
A21, A23, A33, A34, A35, A44
Angles
I
Er, BTB, BTH
BriokTlas
greaterthan 3-9116".
C: 0
L_
Q
2
APA21 , ARA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
CMS712, CMST1 4, CMSTCI 6
Coiled Straps
12
IUS seri,as hangers
Face-mourit hangers available in widths ranging from 1-718" to 3-
0
3
APB44, APB44R, APVB66, APB05R, APS88, APS85R, AP31 010, APB1 01 OR. APVB44,
Outdoor Accents Post Bases
3
CS14, CS16, CS16, C$2Q. CS22
Coiled Straps
51B" and heights ranging from 9-1/4" to 16"�
0
LL
FL#9509-R
APvB44R, APVB66: APVB66R, APV1388, APVB88R, APVE11010, APVB1OI OR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3_25-SDS, LGU3.83-808, LGU5.25SDS
Face -mount hangers
-
M 0
4
APDJT2-4, APDJT2R-4. APDJT2-S, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6,
Outdoor Accents Deck Joist Ties
5
CTS21 8
CompressionlTansion Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
0 >
Seg #
Product Model. Number or Name
Product Description
APVDJT2R-6
6
DSP, SSP, TSP
Stud to Plate Ca
15
LUC26Z, LU021 02
Face -mount hangers
E
1
SD1 01 12DBB
Outdoor Accents Conn ecto r Screw
5
APHH46, APHH46R, APHH610, APHH61OR
Outdoor Accents Heavy Hanger
7
HI, i H2,6A, H3, HO, H7Z, H16, HISS, H16-2, H16-2S
HurricaneTies
16
LUS aeries hangers
Face -mount hangers available in widths rangingfrom 1-9/le'to 4-
(3)
2
SD9112, S09212, SDI 0112, SDI 0212
Sirong-Drive SID Can n ector Screw
6
APL4, APL6, APT4, APT8, APVL4, APVL6, APVT4, APVTS
Outdoor Accents L and 7 Ream -to -Column Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tieclown
518" and heights ranging from 3" to 10-1 S)l 6".
3
SD91128S, SID9212SS
Slong-Drive SID Connector SS Screw
7
APLH24, APLH24R. APLH26. APLH26R, APLH210: APLH21OR
Outdoor Accents Light Hangers
9
HS24
HurricaneTis
17
MGU3.63-SDS, MGU5.25-SDS, MGU5..50-SL)S, MGU5.62-50S, MGU7.00-S[)S
Face -mount hangers
4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber-CF Screw
8
13VLZ
Btick Veneer Ledger Connector
10
HSS2.SDSI�5, HSS2-2-SOS3, HSS2-3-SD83, HS84-SDS3
Heavy Stud Shoe
18
MIU senies hangers
Face -mount hangers available in widths ranging from 1-9116"to 5-
-0
U)
SDCF221134, SDCF221334, SDCF271958, SE)CF272358
9
C8T2Z,CBT4Z
Concealed Beai
11
HST2: HST3, HST5, HSTE5
Straight Straps
118" and heights ranging from 6-15116" to 19-1/2".
5 SDCP22434, SDCP22512, SD=614, SDCP22700, 8,DCP22658, SDOP22912. Strong -Drive SDCP Timber-CP Screw
10 CJT3Z, CJT4Z. CJT5Z, CJT6Z Concealed Joist Ties
12 HTS16. HTS20, HTS24, HTS28,_HTSW, HTS30G He-avy Twist Strap
19 MUS26. MUS�8 Face -mount hangers
SDCP221100. SDCP221134, SQOP2711400
11
DJT14
Deck JoistTie
13
HTSQ1 SKTZ, HTSQ20KT-Z
Heavy Twist Strap
20
SUR. SUL. SURC, SULC series hangers
Skewed fac�mcunt hangers available in widths ranging from I -
6
SDHR274OQ SDHR27614, SDHR31400, SDHR31614
Strong -Drive Si Combo -Head Screw
12
IDS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9116" to 3-9116'and heights ranging from 3-1 h Wto 13-314".
7
SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS,25312, SDS25412;
Strong -Drive SIDS Heavy -Duty Connector Screw
13
FC4. FOS
Framing Clips
15
LSTA9, LSTA12: LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULCI available for all double
SDS25500: SDS25600, SDS25800
14
FWANZ
Foundation Wall Angles
16
LST149. L_%T173
Straight Straps
2X and 4X models; on ly acute flange is concealed.
8
SDS2511288, SDS25200-98, SIli, SD825300SE: SDS25312SS
Strong -Drive SDS Heavy -Duty Connector SS Screw
15
GAI: GA2
Gusset Angles
17
LTB2D, LTB40
Bridging
21
U series hangers
Face -mount hangers available in vocliths rangihgfrom 1-9116" to
9
SDWF2716, SIDWIF2720, SDWF2T24, SDWF2726, SDWF2730
Strong -Drive SDWF Floor -to -Floor Screw
16
H2A, H2.5T; H8; HICA-2, HI OS, H14, HGA10
HurricaneTies
18
LTS12, LTS16, LTS18, LTS20
Light Twist Strap
6" and heights ranging from 2-518" to 11-1/4",
17
18
HCJTZ
HI14� HH6
Heavy Concealed Joist Tie
Header Hangers
19
20
MGT
1 MST57, MST48, MST60, MST72
Medium GirderTiedown
Straight Straps
FL#10007-RB
19
KBSIZ
Knee -Brace Stabilizer
21
l MSTA12. MSTA16. l MSTA21, MSTA24, MSTA30, MSTA36: MSTA49
Straight Straps
FL#10667-R6
20
00.1.50.1.70,1_90
Angles
22
MSTC25, MSTC40, MSTC52, MSTC66, MSTC78
Straight Straps
Sea
Product Model, Number or Nam
Product Descrintion
21
LCE4
Post Cap
25
MSTC48138, VIST066133
Pre -Rent Straps
Sea 2
Product Model. Num ber or Name
Product Descrintion
I
ATR318. ATR11Z ATR5/8, ATR314
Threaded Rods
2-2
1-530, LS60, LS70, L590
Skerwable Angles
24
MST126� MST136, MST148, M I STISO, MST172
Straight Straps
1
BA series hangers
Top flange hangers available in widths ranging from 1 -W16" to 7-
2
ATUD5, ATUDS-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
1 MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C
Medium Twist Strap
lff' and heights ranging from 7-1/8" to 50",
3
BP318-2, BP`12, BP1/2-,3! BP5/6-2, BP518-3. SP314, BP314-3. BPRTUD3-4
Bearing Plates
24
LSSJ26LZ, LSSJ26RZ, LSSJ2$LZ, LSSJ28RZ, LSSJ21 OLZ. LSSJ21 ORZ
Field Adjustable Jack Hanger
26
NCA2x1O-12, NCA2x12-12, NCA2x6-16, NCA200-16, NCA2xI2-16
Bridging
2
DGBF series hangers
Top flange hangers available in widths ranging from 3-516'to 7-
4
CNW318, CNVVI/2, CNW518, ONW3/4, CNWS/8-1/2, CNW314-518
CouplerNuts
25
LSSRI.81, LSSR21, LSSR2.37, LSSR2,56. LSSR210-2, LSSR410
Field Adjustable Slopeable/Skevvable Hanger
27
RCW312, RCAR14
Wall Bracing
118" and heights ranging from P-IM'tc 24".
5
CTUD55, CTUD65, CTUDOO, CTUD75, CTUD76, CTUD77, CTUD87. CTLID88, CTUD07.
Coupling Take -Up Device
26
LTP4, LTP5
Tie Plates
28
RPS18, RP522, RPS28
Repair Plate Strap
3
DGIF series hangers
Top flange heingers availialble in widthe ranging from 1-1/2" to 3-
Z
CTUD98, CTUD99
27
ML23Z, Ml ML26Z, ML28Z. ML21OZ
Angles
29
RSP4
Stud to Plate Connector
518" and heights ranging from 7-1/4" to 24".
N3, N4, i NS
Heavy Hex Nuts
28
MMH8
RoofTie-Down
30
SP1, SP2, SP4, SP6, SP8
Stud Plate Tie
4
DGH F series hangers
Top flange hangers available in widths ranging from 1-3/4" to 3-
7
RTUD3, RTUD313, RTUD4, RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPH8
Heavy Stud Plate Tie
5M" and heights ranging from 9-1/4" to 24".
8
TUD9, TUD10
Take -Up Device
50
MULU26, MMi MMLU28. MMLU28-2, MMW210, MMLU121I, MMLU[39, MMl_UI311I
Face -Mount Hangers
a2
SS1,5, SS2.5. SSa, SS4.5
Stud Shoe
15
EG5, EG7, EG9 series hangers
Top fenge hangers available in Wdths ranging from 5-114!'to 8-
9
TUW38
Take -Up Washer
31
RBOIRBOP
Roof Boundary Clips
33
ST9, ST12. ST1 81 ST22, ST292, ST2122, ST21 15; ST2215, ST6215, ST6224, -ST6236
Straight Straps
718" and heights ranging from 11" to 32-1iZ'.
10
URS3
318" Uplift Rod Run Tiedown System
32
RST-3
Roofiria-Down
34
TB20, TB27, TB3Q T836, T1342, TB48; TB54, TB56, TBSD
Tension Bridging
6
EGQ asides hangers
Top flange hangers -available in widths ranging from 3-518" to 7-
11
UR84
112" U plift Rod Run Tiedown System
33
RTC227, RTC42, RTC27, RTC44
Rigid Tie Connectors
35
TWB1 0, TWI31 2, 7-WBI 4
Wall Bracing
lf4" and heights ranging from 1 1-IM" to 32'�
Z
12
URSS
15M" Uplift Red Run Tiedown System
34
STC. STCT, DTC, HTC4
Truss Clips
36
VGT, VGTR, VQTL
Variable Pitch Girder TiedmAm
7
GLS series hangars
Saddle hangers available in widths ranging from 3-114" to 6-7,IS"
13
URS6
3/4" Uplift Rod Run Tiedown System
35
TJC37, TJC57
Truss Jack Clips
37
W91 08. WS1 08C, WBI 26, WB126C; WB143C
Wall Bracing
and heights ranging from 8-112" to 28"-
30
Z2,Z4,Z44
Panel Stiffener Clips
8
QLTV series hangers
Top flange hangers available in Wdths ranging from 3-11,V to 7-
118" and heights ranging from I 1"to 32'.
FL#10441-R
171-41031-R5
9
HB series hangers
Top flange hangers available in widths ranging from 1 -91161c, 7-
FL#1 0447-R5
1/2" and heights ranging from 8" to 30",
Sea
Product Model, NUM bar or Name
Product Description
sea #
Product Model, Number Or Name
Procluot Desorlption
10
HGLS series hangers
Saddle hangers available in widths ranging from 6-114" to 8-718"
W
1
DTT2
Hold-down
Sao #
Product Model, Number or Name
Product Description
I
CBH2.37x5.5, CSH2.370.63, CBH 2.37xg.75
Concealed hangers
and heights ranging from 10-112" to 28".
2
HDC1014. HDCIQt22
Hold-down
I
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DH UTF series hangers
Face -mount (OU, DHU) and top-tange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-1/4" to 8-
3
HOGS, HHDQ11. HHDO14
Hold-down
2
DSC2R-SD83, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3
Drag Strut Con necto rs
available in widths ranging from 1 -9f18" to 5-9116" and heights
718" and heights ranging from 7-1/2"to 32",
4
HDU2, HDU4, HDU5: HOUB, HDUI1: HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-1f8" to 23-15118".
12
HGLTV series hangers
Top flange hangers available! in widths ranging from 3-114�'tb 7-
5
HPA28. HPA35
S*ap-style purlin anchor
4
HCP1.81, HCP2, HCP4
Hip Corner Plate
3
HGI_13.63-SDS� HGU5.25-SDS. HGU5.50-SDS, HGU5.62.S[)S, HGU7.00-SOS, HGI_17.25�
Face -mount hangers
118" and heights ranging from 14"to 33".
6
LSTHD8. LSTl
Strap-slyie hold-dowri
5
HHRC2-2, HHRC42, HHRC42-2, HHRC411,81, HHRC44, HHRC5.25f3,25. HHRG5�37f3.12,
Heavy Hip to Ridge Connectors
SDS, HGU9,OO-SDS
13
HIT series, hangers
Top flange hangers available in vvdths 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 1-516'to 7-
9118" and hebi ranging from 18" to 26',
8
MPA132, MPA144
Strap -style purlin anchor
6
HRC1.81, HR=
Hip Ridge Connect r
3/8" and heights ranging from 5-C41V'tD 12-718",
14
HUSTF series hangers
Top flangejoist hangers available in widths ranging from 3-1/8"to
9
PAIS, PA23, PA28, PA35, PA51, PA68
Strap-stylis purin anchor
7
LRUX LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5,25-SDS, HHGU5,50.SDS, HHGU5,62-SDS, HHGL)7,00-SDS, HHGU7.25-$DS,
Face -mount hangers
and heights ranging from 5-318" to 13-1/8"
10
PAI18, PA123z PA12a. PA135
Strap -style purlin anchor
a
LSU26, LSSU28: LSSU210
Light Slopeable/Skewabie U Hanger
HHGU9.QO-SDS
15
HUTF, HUCTIF series hangers
Top flange hangers available in wdths ranging from 1-9116" to 5-
I I
STHDI 0. STHD1 ORJ
Strap-g" hold-down,
9
TBE4, TBEG
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2, H HUS210-2, HHUS46, HHUS48. HHUS41 0, H HUS5_50VI 0,
Face-mou tit hangers
112" and heights ranging from 3�71167* to 15". Concealed flange
12
STHD14. STHD14RJ
Strap -style hold-down
10
TC24� TC26: TC28
Truss Clip
HHUST25M)
version (H UCTF) available for all models having width equal to or
11
THA29, THA213, THA21 8, THA218.2, THA222.2, THA413, THA41 8, THAC418, THA422,
Adjustable Truss Hanger
7
H8UR, HSUL, HSURO, HSULC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-9/16".
THAC422, THA426. THA422-2, THA428-2
1/8" to 5-118" and heights ranging from 4-314!'to 15-3M!'.
18
HWP series hangers
Top flange hangers available in widths ranging from 1 -9115` to 7-
12
THA11.81122, THAIZOM2, THAl2,1122, THA1222, THA1322, THAI3522, THA1422
AdjustableTruss Hanger Sized for I -Joists
Concealed flange version (HSURC, HSULC) available for all
IIS" and heights ranging from 5.3t8" to 28".
13
THAL422, THAR422
Skewed Truss Hanger
doubts 2X and 4Xmodels: only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in widths ranging from 1 -gI16' to 7-
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hangers
6
HTU26, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2
Face -mount hangers
112" and heights ranging from 5-3Wto 32'.
9"
15
THJM2-4-SDS3. THJM2-5-SOSS, 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 widths ranging from 1 -911 6'to 3-
16
TSBR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2-T8" to, 19-114"- Concealed flange
SiS" and heights ranging from 9.118" to 16",
17
VPA2, VPA25, VPAS, VPA85, VPA4
Variable Pitch Connectors
version (H UC) available for all models having width equal to or
19
JB series hangers
Top flange hangers available in Width of 1-9116" and heights
C4
18
VTGR
Valley Truss Clip
greater than 2-9JI 6".
ranging from 5-318" to 7-14'�
10
HUCQ1,81/9-SDS, HUCQI.61/11-SDS, HUCQ210-2-SOS, HUCQ210-3-SDS� HUC0310-
Face -mount hangers
20
JRA series hangers
Top flange hangers available in Width of 1-9116" and heights
SDS, HUC0410-SDS, HUCQ412-SDS, HUOQ5.2519-80S, HLIC,0610-
ranging from 9-�Wi 8" to
C_;� C-A
SDS, HUCQ612-SDS
ED
C-4
IV
CD
W
to
Ln
CC
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12MI2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12M/2020
For direct links to all saT approvals listed below,. CLICK HERE
For clirect links to all $ST approvals listed bela,%,� CLICK HER
M=
For direct inks to all SST approvals listed below, CLICK HERE
C=
For dreQt Inks to all SST approvals listed belva, CLICK HERE
For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). aLLQLld=.
For additional information regarding Forldes Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA)..QW.Q�.
For additional information regarding FlorideCs Statewide Product Approval System and Marni-Dade County Notice ofAcceptance JNOA), gLLQLUXLE.
For additional information regarding Florida!s Statewide Product Approval System and Marri-Chade County
Notice ofAcceptance (NOA). CLICK HERE,
21 LB series hangers, Top flange hangers available in width of 1 -9/16" and heights
IFILM14168-135
IS SILBV1,66, SILBVI.81.,91LBV2,06, S/LeVZ�7. S/i VLBV2.68, SILBV$.12, Top Flange Joist Hangers
6 SET-XP Adhesive Anchor for concrete
ranging from 5-318" to 15-1118".
S/LBV3.56, SILBV3.6Z SILBV4.106. SfLBV4.12, SILBV4-28, SILBV4.76- SILBV5.60
6
Strang -Boll: 2 (STB2, STB24SS, STR2-6SS)
Girong-Bolt 2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in width of 1-9116" and heights
Sect X
Product Model, Number or Name
P[9duct Descrintion
19
Sti WTT2Z, S/H-1714, HTT4, HTT5
Holdowns
steel and Types 304 and 316 stainless steel
ranging from 9-3il 6` to 121-10%
1
HHUS210-3, HHUS210-4
Joist Hanger
20
SIMST60, SIMST72
Straps 118 mil (10 ga)
7
Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS8W
Tiben HD Heavy Duty Screw Anchorfor concrete and masonry
23
LE03. LEG5, LEG7 series hangers
Top flange hangers available in widths ranging from 3-114!'to
2
HR56. HRS8. HR512
Strap Ties
21
SPZI� SP6
Stud Plate Ties
availablewith hex head in Carbon steel and Types 304 and 316
718" and heights ranging from G" be 33-1�2'.
3
HUCQ210-2-SDS, HUCq21O-3-SDS, HUC010-SDS
Joist Hanger
22
SSP, DSPI TSP
SW d Plate Ties
stainless steel or with countersunk head in carbon steel and
24
1 MEG7 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 3-
4
THG52, THGB3, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC,DTC
Truss Clip
Type 316 stainless steel
718" and heights ranging from 9" to 32-1/2'.
15
THGQ2-SDS3, THGQ3-SDS4.5, THGOH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8
Joist Hanger
24
TSD22
Truss Brace Diagonal
8
Titan HD Rod Coupler (THD37634RC, THD50934RC)
Then HD Threaded Rod Couplerfor concrete
25
MIT series hangers
Top flange hangers available in kr�cfthai ranging from 1 -911&'to 5-
6
THGW3-3, THGW3-4, THGW4-3, THGW4A
Joist Hanger
26
TJC37
Truss Jack Connector
9
Titen HD Threaded Rod Hanger (THDB25158RH, THD637158RH, THD37212RH.
Tften HD Threaded Rod Hanger forconcrete
118" and heights ranging from 9-114" to 24".
THD50234RH, THD10212RH)
26
PF, PRE, PFDS, PFQSB series hangers
Top flange hangers available in width of 1-0116" and heights
10
Wedge -All WA)
Wedge -Alb Anchor for masonry
ranging from 3-WS" to7-1118".
FL#i1473-R5
FL#t3904-RS
(D
27
RR
Ridge raill connector
28
WP series hangers
Top flange hangers available,in widths ranging from I -911V'to 7-
Sea #
Product Model, Num bar or Nam
Product Diascdgk2a
Sea #
Product Model. Number or Name
Product Description
FL#16230-RO
1/8" and heights ranging 9-114"to 32".
1
DETAL20
Doubt- Embedded Truss Anchor
1
CCQM3,62-SDSHDG, CCQM4-62-SOSHDG, CCQM5,50-SDSHDG, CCTQM3.62-Si)SG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTOM4.L32-SDSG, CCTQM5.5O-SDSG, CCOOM3,62-SOSG, CCCOM4.62-SDSG,
Sea #
Product Model, Num bar or Name
Product DescdLQa
3
HIS, H15S, H16-2. H16-2S
Hurricane Tie
CCCQIv1350_S0SG
1
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#lO860,R5
4
HETA112, 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
HETAL12, HETALIB, HETAL20
Embedded Truss Anchor
ECCLLQMD4.62G-KT, ECCLLOMD6.500-KY. ECCLRQM1D3.62G-Kf, ECCLRQMD4.020-
3
SET_XP
SET-XP H igh-Strength, Epoxy Adhesive for masonry
Sea
I
Product Model, Number or Name
ABA44,
Product Description
Base
6
7
HGAMIO, HM9
HHE-FA40
Masonry retrofit connectors
Embedded Truss Anchor
KT, ErCLRQMD5,50G-KT
HGUM5.25-
4
Strong -Bolt 2 (ST82)
Strong-Boft2VVedge Anchorfor masonry
2
ARA44R, ABA46, ABA46R, ABA66. ABA66R
ABU44, ABU44R, ABU46, ABU46R. ABU5.5. ASU5.6. ASU65, ABU66, ABU66R, ABUS8.
Adjustable Post
Adjustable Post Base
8
HHETA16. HHETA20, HHETA24,
LGT2. LGT3-SDS2.5, LGT4-SDS3
Heavy
GirderTiedom
3
4
HGUMS:50, HGUM7.00, HGUMT25, HGUM9.00
LGUM28-2, LGUM26-3, LGUM264, LGUM28-2. LO UM28-3, LGUM28-4, LG UM210-2,
Heavy Masonry Hangers
Masonry Beam Hangers
5
6
Titen 2 (T7N2)
Titan HD (FHD-H4SS, THD-H6SS, TH D-CS13SSI
Titen 2 Screw Anchor for Concrete
Titen HD Heavy -Duty Screw Anchor for concrete available in 304
ABU88R, ABU1010, ASU1010R, ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LOUM210-3, LGUM210-4, LGUM4$, LGUM48: LGLJM410
or 316 stain less steel with hex head, anc1316 stainless steel with
3
ABW44Z, ABW44RZ, ARW46Z, ABW4SRZ, AB`W66Z. ABW66pz, A8W7-7
Adjustable Post Base
10
META12, META16, META18, META20, META24, META40
Embedded Truss Anchor
5
MSHA3.1219.25, MBHA-3.12fll.25, M13HA3-56j7.25, MBHA3.5619.25, MBHA3.56fll-25.
MasonryTop Flange Beam Hangars
countersunk head.
4
AC4, AC4R, ACE4, ACO, ACOR, ACE6
Post Cap
11
MSTAM24, MSTAM30, MSTCM40, MSTCM6Q
Strap Tie for Masonry
1v`BHA3_56f11.88, MBHA3.6&14, MSHA3.56116, MSHA3.56118. MBHA5-5Cf7.25.
7
Titan Turbo (TNT)
Titen Turbo Screw Anchor for concrete or masonry
U)
5
BC4, BC46, BC4R, BC6, BC6R. BCS, EC52-2f4, BCS2-316
Post Cap
12
MTSM16, MTSM20, HTSMIO, HTSM20
Twist Strap for Masonry
INISHA5,50f9.25, MBHA5.50fll.25, MIGHA5,50/11.88- MBHA5,50114, MBHA5.50115,
6
C244, 0846, CB416, CB66, CD68,
Embedded Column Base
MBHA5.50/18
7
CBSQ44-SDS2: CBSQ46-SDS2, CBS066-SDS2, CBS088-SDS2, CBSQ88-SIDS2
Embedded Column Base
6
MBHU3.5M.26, MBHU3.56111,25, MBHU3.6611 1.58, MBHU3.56114, MBH U3,68/16,
Masonry Beam Hangers
FL#16937-R3
8
CC, FCC, ECCU Series
Bolted column capswith W1 ranging firom3-1114"to O-ItT' and
FL#11496-RS
M131-11.13.56flB, MBHUS.5019.2FY, MBHU5.50111.25, MSHU550111.88; MSHU5�60f`14,
>
VV2 ranging from 3-54' to 7-IJ2"
MSHU5,50116, MSHU5,50118
§g2j
Product Model, Numberor Name
Product Desoript on
0
9
CCO-SIDS2.5, ECCq-SDS2.5 Series
Screwed column caps wilth WI ranging from 3-114�'to 9-112" and
SK #
Product Model, Number or Name
Product Description
1
X34B1 016-5K, X1SI018, X1 B10164K, X01SIO18, XQI Bi 01 6-4K
#10-16 Stro ng-Drive X Metal Self -Drilling, Tapping Screws with #3
W ranging from 3.5i'S' to 7-1/2"
1
DTT1 Z
Deck Tension Tie
Drill Point
>
10
CPT44Z, CPT66Z, CPT88Z
Concealed Past Tie Base
2
HD12, HD19
Bolted Holdownis
FL#1 3976-Rg
2
XLQI 1 4T1 224, XLQI 14B1 224-2K
412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
11
EPB44A, EP544, EPS46, EPB66
Embedded Post Base
3
HD3B, HD5B. HD7B, HD913
Bolted Holdowns
Screws with #5 Drill Point and Large Demeter Hex Washer Head
`12
EPS4Z
Embedded Post Base
4
HTT4, HTTS, HTT5-3M
Tension Tier
Sect #
Product M0911, Numberor Name
Product Description
3
XM01 1 4S1224, XM01 14B1224-2K
412-24 Strong-Orive XM Medium -Head Metal SeIf-Drilling,
0
<
IS
Li LCB66
Embedded Column Base
6
LTT19, LTT20B, LTTI31
Lig ht Tension Ties
I
SDW22300, SDW22338, SDW22438, SDW22458, SDW22600. SDW22600, SOW22638,
Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #6 Drill Point and Medium Diameter Hex
14
LPC4Z, LPC6Z
Light Post Cap
SDW22634
4
XQ1 1 4SI 224, X01 1 481224-2.5K XI 14S1 224. XQI 1 2S`1224� X01 12BI 224-2K
#12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #5
40
15
MPB4.4Z, MPR66Z, MPB88Z
Moment Post Base
2
SDWC15450, SDWCI58OO
Strong -Drive SDWC: TRUSS Screw
Drill Point
16
PB44, 1`644R� PB46, P866. PB66R
Embedded Post Base
FL#13628-R5
3
SDWHIDXODB, 8DWI-1194000B. SDWHIONOD8, SE)WH1080ODS, SDWH1DIOOODB
Strong-DriveSDWH TIMBER-HEXScrew
6
XU34SIC16, XU34BIC16-5K
#10-16 Strong -Drive XLJ Metal Self -Drilling, Tapping Scroevs with
17
PBS44A, PBS46. PBS65
Embedded Post Base
4
SDWH27400G, SOWH27600G, SOWH27800G, SDWH271000G, SDWH2712DOG
Strong -Drive SDVvrH TIMBER -HEX HDG Screw
#1 Drill Point
18
PBV6. P8V1O
Round Post Base
Sea#
Product Model, Number or Name
Product Description
5
SOWS162112, SDWS11 6300, SDWS1V12, 8DWS1 0400
Strong-Dirve SDWS FRAMING Screw
19
PC44-15. PC46-16, PC48-16: PC64-16, PC56-16. EPC44-16. EPC46-16, EP048-15,
Post Cap
1
SB518x24, SB7/Bx24, S31x30
SB Archer BDItS
a
SDWS196OO,,SDWS10712, SDW822400,SDWS225O0,SDWS22512, SDW,92250D�
Strong -Drive SIDWSTIMBER Screw(InteriDir Grade)
EPC�4-1 6, EFC88-1 a
2
SSTSI 6, SST820, SSTB24, SSTB28, SST834, SST836, SSTBI 6L, $ST820L, 8STB24L.
SST6 Anchor Botts
SDWS22800, SOWS22900, SDWS221 000, SOWS221 100. SDWS221200� SDWS221 500
FLW320-RO
20
PO4Z F`041R2� PC5Z, P08RZ, PC8Z, PCSRZ, EPC4Z, EPc4RZ. EPCBZ, EPCBRZ, EPC8Z,
Post Cap
SSTB28L
7
SOWS223OOD8. SDWS2240008: SDWS225GOD8, SDWS226OOl SDWS22BOODB,
Strong -Drive SDWS TIMBER Screw (Exterior G rade)
EPC8RZ
SDWS22100ODB
Si #
Product Model, Number or Name
Product DoscEiI2=
21
PPB44-4Z. PPS44-6Z
Post Base
8
SDWS22312DBB, SDWS22512DBO
Outdoor Accents Structural Wood Screw
1
DSSCB43_5� DSSCB46, DSSC1348, DSHS
Bypass Fram Ing Drift Strut Con necter
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SDWS2730USS, SDWS27400SS. SDWS275OOSS, SDWS2760OSS, SDWS278OGSS.
SOWS2710ODSS,
Sirong-Drive SDWS TIMBER SS Screvv
2
FOB43-5: FCB45.5, FCB47.5� FCB49.5, FCB411.5
Bypass Framing FNed-Clip Connector
SIDWS27120OSS
3
FPHSD34SIO1I!l, FPHSD3491016, FPHSD34B1O16-5K, FPHSD34,91214,
#10-16 and #12-14 Strcr�-Drlve FPHSD Framingto-CFS Self -
Sect X
Product Model, Num bar or Name
Product Description
10
SDWV18400
Strong -Drive SDWV SOLE -TO -RIM Sorew
FPHSD3481214, FPHSID34B1214-5K
Drilling, Tapping Screws
FU#11086i
1
CIVIST-112, CMST14, GMSTC16, C814, CSIG, CSIS, CS20, CS22
Coiled Straps
I I
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2-25, LSFC4.25, LSFC6_25, SFC2.25, SFC4.25, SF06.'25
Steel Framing ConneMr
2
HRS6. HRSS. HRS12, FHAS, FHA9, FHAl2, FHA118, FHA24. FHA30, MST126, MST1315,
Straps 97 mil (12 ga)
5
LSSC4.25, LSSC6.25, SSC2_25, SSC4.251 SSC6.25. MSSC2_25, MSSC4.25: MSSC6.25,
Steel Stud Connectors
Sea #
Product Model. Num bar or Name
Product Description
MST148: MSTISO, MST172, S/MST27, S/MST37, 8IMST4B
MSSC4.25KW, MSSC6.25KW
I
FJA, FSA
Foundation Anchor
a
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twat Straps
FL#15363�IR3
6
RCKWS, RCKW5.5, RCKW7.5, RCKW3S, RCKVV5.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, I-STA313, LST149, LST173, MSTA9, MSTA12, IvISTA15, MSTA18, MSTA21, MSTA24
Straps 43 mil (18 ga)
7
SCB43.5, SCB45-5, SC847.5, SCS49.5, SCR411,5, MSCB45.5. MSCS47.5
Bypass Framing Slide -Clip Connector
3
GI-140-6. GH46-8, GH4&-6. GH48-8, GH41 06� GH410-8, GH66-6, OHM-8, GH68-6, GH68-
6, GH610-6, GH1110-8
Girder Hanger
5
6
LSTA9. LSTA12, LSTAI6, LSTAI8, LSTA21; LSTA24, ST292, STZI 22, ST21 15. ST2215
LSUBH3.25. SUBH3.25, MSUSH3.25
Straps 33 mil (20 ga)
Bridging Connector
Seg 9
1
Pil Model. Number or Name
AS 16, AS I 8S5, AS 1830
Product 00201112AM
18 ga. Truss Plates
8
9
SCS$2-5197, SCS62-5i97, SCS62-5/1 18, SCS82-5/1 18
SCW3.25, SCW5_5
Bypass Framing Connector
Head-cf-Wall Slide�Clip Connector
-0
4
GLB5A, GLB5B, GLB5C, GLB50, GLB7A, GLB713, GLB7C, GLB7D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 2OHS
20 ga, High Strength Truss Plate
10
SJC8.25, SJC10.25, MSJC8.25, MSJC10�25
Steel Joist Connectors
5
GLBT512, GBLTS12, 01-13TS-18. GBLT616, GLBT520; GSLT620
Clulam Bearing Plate
8
LTS12, LTS16, LTS18, LTS20
Light TwistStraps
3
A$-20
20 ga, Truss Plate
11
SSB3.51 a
Bypass Framing Slide -Clip Strut Connector
6
HGLBA, HGLBS, HGLBC, HGLBD
Heavy Glulam Bearing Plate
9
MSTASO. MSTAS6. STS215, ST6224, STO, ST12, s-ri a. ST22, MSTC28, MSTC40, MSTC,52
Straps 54 mil (16 gar)
4
ASHP
Hinge Plate Connector
12
XLSH34BI414, XLSH7881414
#14-14 Striong-Drive XLSH Shouldered Seff-Drilling, Tapping
0
ICU
7
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
10
MSTC66, MS7C78, STS238
Straps 68 mil (14 ga)
Screws
W
8
UFP10-SDSS
Universa I Foundation Plate
I I
MTS12, MTSIS, MTS18. MTS20, MTS30, MTS24C, MTS30C
Medium Twist Straps
13
X01 S101 8. XQI B1016-4K. X01 S1214; X01121214-3.5K, X078S1224, XQ78R1 224-3K,
410-16: #12-14: and 412-24 Strong -Drive X Metal Self -Drilling,
75
9
URFP
Universal Retrofit Foundation Plate
12
S181.55, StS1.81, SIB2.06, S;B2 37, S/132,56,,&132.66, SIB3,12, SIWZ6. S/B3.02, SIB4.06;
Top Flange Joist Hangers
FL#I 5730-114
X011 4SI 224; XQ11491,224-2,5K, XQ1 12S11224, XQ112B1224-2K, X34B1016-5K,
Tapping Screws
<
W134,12, Si SfB4,75, 51645.50
XIS1010, X1131016-4V, X`181214, X181214-3.5K
(D
13
SIDA2,12JO, MA2.12110. SIBA2.12F12, SIBA2.12/14, S/BA4.18/8, StBA4.18110,
Top Flange Joist Hangers
See #
Product Model, Number or Name
ProduMDescription
SfBA4,1a(12, SIBA4.18114
1
ET -HP
Acheewe Anchor for concrete
Z
14
Sfi
Hurricane Tie
2
GAC, GDP, GOPM-60, GDPM-75, GDPM-100, GDPS, GW-50, GVV-75, GW-100, GTH
Gas -actuated fasteners and assemblies
15
SfHD8S, SIHD8B, SIHIDIOS. S(HD10B, SIHOISS, SIHIA5B
Holdowns;
3
PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-V, PINW, PINWP, PINWP-W, PIDPAWL,
Powder -actuated fasteners,. threaded studs, and assemblies
<
16
SIH DU4, SIHOUG. S/HDU9. SIHOUI 1
Holdownt
PDPAWL-MG, PSVLa, PSVL3-K, PCLOPA, PECLDPA, PTFZHA3, PTRHA4
_J
17
SfJCT, SfHJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
March 6, 2023
PA 1.3
(3)
CT3
> 0
MAMM
_IM4341-PADECOUNTY
YGT Industrits.1gr.
PGTIndustriesjuc,
a) 2 -0
0 0
PR0DVGrC0XTRoLsE TD"
PGT Industries. Inc.
-
0
203
'0114CE OF AC CEPT.A-NCE- EVEDENCE StTBAUTTED
NOTICE OF-ACCEPT.�AiNCY,:EN,-ME.NCESUB?t�Eg-ffD
a)
-0 CL
DEPARTMM OF RECULATORY AND ECONOWC RE SOVkCES PLER), Mium, Morab: 33175-2474
BQ?LRDA'-wW CCMEADMENISTRATIONDrVEMON TC.36),315-2590 F(7W315-25"9
NOTICE OF ACCEPTANC'E: EVIDENCE SUBAHrTED
(D
0 Cn -L--
NOTICE, OF ACCEPTAINCE
1. Evidence submitted under prnious
D. QUM= ASS MIANCE
CU -cu
ZAL. DRAW L ENTGS
B. TESTS(continved)
Dadel)epartmenf ofRegulatory and Econe
L Mum mic Rrsources (RER)-
(D
0
107Q TethndoT, -Drk- 4e,
1. Abnufactuter's, die drawingsand sectim.
5. Test report ch 1) A ftm' T.A-S 202-94
r1bf -mTest PffFBC
(D
0
.Nor& Venice, FL 34275'
(kibmifted under AWAIN-a 1"10Z #41
2) Uidfo%m Static Air Pressure Test- per FBC, TAS 202-94
E. MATERLAL CERTUICATIONS
0 LL.
Scow:
2- Draw* No. 31D-5570. 0, titled'Vinyl SO ing Glam -Dom N OA aW sheets 1
3) Water Resistance Test, per FBC- TAS 202-94.
1 . Notice of Acceptance No. 1-5,4529.14 issued to Vision Extrusian Limited for their
C= —
0 -1--j L+— M
M&NOA.isbeingissuedunder the applicablemlesandiegukfiompvemin--ihe use ofconsiructionmatariah-Tbe
through 21 of 2 1, prepared by manuf2cturer , dated: 10Z5115, -with revisicm A dated
4) Large Nfissile Impact Test MFBC, TAS 201-94
-WhAe RW PVC Exterior Extrusions for Windows and Doors-7, dated 094 3115.
M 0 >
-0 E 0
docuntntafionsubmittedhasbeenre-.imed and aceepted:byXEami-Dade-CoaltyRER-p�OdUetCOI&OIrSeCUonto
K05A7, signed and scaled by A- Lym NWIff, RE.
5) Cyclic Wind Presme Loadingper FBC, TAS 203-94
expiring on 09,3a,'19,
U) (D
be uwd m Aliatai Dade Covaly aW 94hermas wticre allmWbythe AAcrily Hvvimg.Ju6s&t= (AHJ).
6)Fmed EnftyTeq,.pff-FBC, TAS,202-94
2, Notice of Acceptance No. 16-020.08 is:sued to Visi m Fmnmion Limited fortheir �'V'E
Cn
= M 4-
nis, NOA &hall notbe vah'4 afterthe expimOn date, stated below, Tb e Mami-Dade Co =ty 11rcJuct Ccutol Sec tion
B1. TESTS
along withmarked4ap drawings and instaMbon diagM Inof vimyl'slidiog: glass, door, prqwcd
1000i Tan 2-02 and Itghwr Shades (Non-uvlte) Rigid P1k7C Exterior EltrUsious for
Cf)
(In Manii Dade County) anNor the,AJ�J (in arm*&u1&auMi4ft Dade,Cmuty),res erve the ri ttolhavethis
gh
1_ Ttst report on 1) Ubiform Static Air Press= Test 'FBC,'TAS 202-94
by Fenestation Tes� Lab, Inc, Test -Report No. Fn 8549- dated 1 L,06115, signed and
N�V-mdows and Dom s" dated 12108i'l 6. expiriag. on. 12,29/1 L
productor wzterial testedfor qiudity assm-anceputposes. If flusproductorinaterial fails To'petfortnin 1he accepted
2) Large Missile hnpac t Tea per FBC- TAS 201-94
wakd �by Idalm Ortega, P, E- (I-est rqNxt revised on 11tml 5 and 02111116)
3- Notice ofAcceptanc e No. 1,"1528.15 issued to Vhsiort Fxt n�sicn Limit ed fGr their
4
Inamer, the manafacturerwill inturthe expense ofsuchtesting andthL-AHJmavimmediatetylev(xke- -modify, or
3) Qychc Wind Pressure Loading per FRC7 TAS 20-3-94
6- Test report on 1) Air Infiltration Test, per FBC, TAS
"Brown Coated (Painted or L ammated) NN!iW Rigid YVC Exm-lor Extrusions for
MISpend the, use of such product or material wit1iin ikeirjurisdictim. RER reserves the rikhtto revoke this
alomg wAhmarWd-up drawings. and installation, diagam-ofvinyl sliding do", pmpared
2) Unifonn Static Air Pressure Test, per FBC. TAS 202-94
Windows and Doors". dated, 0&113115. expiring (m 0930119-
in
acceptance. if it i& determined byMamiDa&,CountyFroduct Cound Section &at this product or- material fail% to
by ]Fenestration Testing Lab, Inc., Test Re pq0Nq-FT,L8717, dated 1-24M '11-5,Mgnedand'.
3) WaterResismoe Test per Fac-as 2o-,?-94.
1.02 isslwd to,ENERGI Fawstration Solutions, USA,
4. Notice of Acceptance No- 16-071.
This tisappmrve as4esexibedhemin and hais,been, designed to comply with 1he Florida Building Code-
scaled b %V2115/16 andOlnvim
, yjdahms Ortega, P- E. (rest iep�or( revised
4) Large Missile Impact Test per FBC, TAS -101-94
Inc. for their "TAN3,040 and Lighter Shades (Non-'White)Rigid PVC Exterior
includiag the Rif �, Velocity Hurricane Zof
2, Test report on I)Air Infilti atim Tev r, per FBC � TAS -2,02-94
5) Cychc Wind Preswre Loadingper FBC, TA-S 203-9.4
Exh-usions for ANk
' dows and Doors" dated 09115116- exlyhring onO,2/041'21.
Dr-scuirm-Ni: Series -1-5557M 770" Vinii Sliffing Glass Door
2) Unifbm Static.4jr Pressure Test- per FBC, TAS 2702-904
along with marked -up dravoingsand installation diagram of vmyl sliding glass door prtpzed
5- Notice of Acceptance No - 1"712.04- issiW to, ENERGI Fenestratics Solutions USA,
.AJIMOVAL DO CIUMENT. Drawing No .0 Re v-R, tided `Tiq�i Sliding Ghs s Door NOA (LNV'- 9*,m
3) Water Resistance Test, per FB C, TM 20-1-94
by Fenestration Testing Lab Inc., Test Rq)ort No-� FTL 9552- dated IV0445, signed and
Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PYC ]Exterior
'Extrusio
�MD55570
I th-rough 21 of 2 1, prepared by dated I OQS(l 5 and last revised on 0210 1, /2 1, signed and sealed by
4) Large Missile1rapact Test per FBC, TAS 201-194
sealed by Idahiis Ortega, F. E- (rest fepW revised on 02115,2016)
I
n s for MI-ind aws and Doors" dat ed,09A 51167 expiring on 04,, 1612 0.
A. Lynn Miller, P.E.. bearing the Afiniii-Dade, ComtyProdoct Control Rje!visibn at" vefth theNotice of
5) Cyclic Wind Pressure Load per FBC
, : TAS 203-94
�
7- Test report on 1) Unifom'Static Air Pressure Test, per FBC, TAS M42-94
6. Notice of Acceptance No- 16-0712-03 isamd to ENERGI Fawstration Solutiom- USA,
"Rhhe
Accepuncenumber audexpiration.date by the Mami-Da& Co� Froduct Control Section-
6) Forred Entry Test, per FBCJAS 20,204
22) Large Missik Impact Test per FBC, TA S 201 -94
Inc- for tbek Rigid PVC E x-teriOr Extrtts!Dus f or Windows and Doors" dated
TSSnXTAe-kCT RAIP4-G. Larp and SnuM Nkdik InWact Resistant
along withmatked-up drawings and mstallation diagrmn of vinyl sliding glass door- prepared
3) Cyclic Wind Pressure Loading per FBC - TA S 2 93 �94
0:9110117. expiring on 01,228ng-
by Fenestration Testing Lab, Inc- Test Report No- FTL 9546- dated. 1 M15=� *ned and
1
along with marked -up drawings and insta&tion diagram of vinyl sliding glus door, prepared
7- Test rrportsNo(s)- 10-002-792(A). 104)&MO527, -09. per ASTME-94,
535753
Limitationw.
I . �See table I (sheet2) and table 2 (ahmtg) forapplicableSGDwut smes, des* pm=es, reinfameammls. types.,
.
J Ortegal REE (164 report revised 1044
on 0
scaled by Id,-,O= V .0 andMilIP-016)
by Fenestration Testing Lab., Inc. Test:Rrport No. FTL 6639 (sarnoes A-1 thru A-22), dated
ASTAM 1929 and ASDM-63 5. issued by EXOVA to.Vision. Extnisian for celluMc
3, Test report, on. 1).Air Infiltration Test, per FBC, TAS 2(P,94
1149110, signed and scaled by Jorge, A- Causo, P, E- (SubmNeW tinder N0�4 Aro. 11-
composite rnatelal
To
2. PVC, Tan (Non-whAe)R*d?VC, andBromn coated (PaijnedorL%n=ted)whAe Rigid PVC t be
2) Unifbma Statk Air Presmue TW- per FBC, TAS -202-94
6107 0-4)
(SubmhYedunder.NOAA & 11-01#7� M
labik-dptrnfere=edNOA'srequirememis.
3) Water Resistance Test per FBC TAS 20-1-94
8 Testreporton 1) Airluffitration Test, per FBC-TAS2012-94
8- 'Notice of Acceptance No. 14-0916.11 issued to Xuraray America., Inc. for their
3. Egessoperabk-dommmtcmWlyma�&mmck!arwulthofheightper.FBCrequffeawntasapphcable.
4) imp Test per FBC- TAS 201-94
2) Unifbnn St2tic Air Pressure Test. per FBC.. TAS 202-94
-SentryGlavI (Clear and White) Interlayee, utpiring on 07;0+18.
4. Pock -et wa.11% under separateappiroval, to be reviewedtkyBuilding official
5) Cyr -he Wind Prmsure Loadingr pez F3C: TAS 203,94
3) Water Rrsistance Test, per FBC TAS -102-94
9- Notice of Acceptance No. 16-111.7.01 issued to Kurmy America, Inc- for their
L.ABELr,iG: Ea ch unit shall. bear ra pem =,ent la be I with the manu& o—mv? s- name or I o go, tily, state an d wnies, and
6) Forced Entry TW, per FBC, TAS22102-CA
4) Large Nfissile'lutpact Test per-FBC, TAS201-94
�`Trosifbll, Ultrackear, Clear and Coiorn,713 Interkyerf exP111119 on 00&49�
g statemmud:'Mann-Dade County Product ContreA AMowTd?% noted herein-
with marked -up drawings and m=Mhoa -dqpm of im)4 sliding glass do", pepared
JAS,203-9-4
5), Py'dic Wind PI.—esmre Loading per FBC.
R.ENEWAL of this NOAsliall. be cousidered after a fenewg application ho been filedaW there has beeiiw
by Feuestration Testing Lab, Inc., Test Report No-, FTL &-%47. dated 1104/15, signed and
orced Entry Test.. per FB C, TA S 2027- 94
E STATEXI
change in the applicablebuildmg codenegativrely affectiaw
sealed by -1dalmis 0rtega� P. EjTest repoct revised on 02115�16)
akeg withmailmd-up drawings and instaLahon diagram of viayl slid -mg glass door prepared
L Statement lMff ofconformance withFBC-59'Edition (2014) and FBC-60'Edition
TuR m-LNWHO N of this NOA will oceurn.fteriheexpirationdateorif thetehas.been a revisica�orchange mithe
4, Test report on 1) AirInfiltration Test per FBC- TAS AP-44
by Fenestration Testing Lab, Inc- Test Report N,,D-YTL 6337 (samples A- I thru A-�, dated
(2017� isqW by manufach=- dated 09114117, signed & sealed by Lym Mffiff, P�E-
=atedabs, use. andlor matriffacture ofthe produd or proce-m- Nfinise of tkis N20A as an endosement of auypro&m
202
72) Uhifbma Static AirPressttre Test- per FBC-TAS - -94
I %W/10� signed and sealed by Jorge A- Causo, P. E� 'ribmWed under NO-4 No. 11-
2- Statemenfletter otno financial interest, dated,04/18AT i&simd by mailufacturer, signed
for saks, advestsing or =yotherpuzpose-s" a-utumv6c allv teimimte this NOA. Failure to- couplywitli any
3) Water Resistance Test J per, FBC,1AS 202-94
01070,9)
sealed by Lynn�w ff, ?.t,
section offfiis NOA shailbe cause for teraination andrenw-�al OfNOA.
4) Lair Mmile IMP= Teq per FBC- IAS 201-94
3- Letter of lab compliance. part of the. above test mports.
AMTERME-NIF-M - The N GAnuaber preceded by the words Ivfianii-Dade- Cmrp and followedbi the
y- FkrWa, y
5) Cyclic Wind Pressure Loading per FBC, TA-S2034-34
C. CALCULATIONS
4. REF, Test. Proposal No. 17-0387- dated 05�05e'l 7, signed by Ishaq Chanda. P.E-
-
e.VirationdatL-nL�tybedispLayL�din If anyportionoftheNOAls displayed� then it shall be
6) F;rced Entry Test, per FBC, TAS202-94
L Anchorvenfleationcalculations. and structural an*sis, comply -2014,
ymg wfthFBC
done in, its entirety.
along with maiked-up drawings. and installation diagram of vmyl sliding glass door- prqmred
prep" by PGT, dated 12/0911 5and last revised on 0-7/15116- kgned and seated by
G. OTMR.
INSPEC-1107N: A �copy of thisvntire NOA stiallbeprovided to the um by-&e mmifactuzerar its dwufttcrs ad
by lFenestratign Testing Lab, Inc... Test Report No. FTL M48, dated 12-AD4,1175, signed, and
Anthony L- TNEMff, RE. (SU6n?h*drm*r2V0A JVo. 1j-121 0. 01)).
I Notice of A cceptance No. 15 -1-1 1&01� issued to PGT Ind ustries, for their Series
C
9hall tye available kirmi-spectioa. at thej9b site at� the tk
�pest of *eSuilding'Officia 1
tq I dahnis Orte ga, P.E. (Test report revised '01y"16add02,111116).
1 Glazing comphes with ASTNE-13OU9-
55 1
-55710/2 770 ViuylSliding Glass, Door (Re info rceA) - LAKEL' on -04/1t2L.
I expiring
ThhNOA revises & renelm NLOA 4211:0429.05 and consisft of dlispage 1 and evidencepages E- 11. E-2 E-3- E4.
XM M1,
E-5 & E-6 w well w approval doramentmmmuoned abzw-
hh2kq I Oiamdz, RE.
Ishaq-L Chanda. P.E.
15 -7
CD
C2.
The submitted docttur-tilationw-as reviewed by Ishaq L Cha ada, P.E.
'Product Coutrol U-mit Supervisor,
Product Coutrol Unit Supervisor
Product CoutrolUth Supervisor
C.) r4
co ;..-,
Li-
,NOA No..214!45A�
NGA No. 21-0165.0.3
NGAIN-4, 21-62U.03
No,-� N6. 21-0 2 0 6 X -1
&AAA 10
Cll� Expiratiotv Datot 10
donDatert April, 14,2026
zZoiratioaDaw Ap At 14, =-6
ExpiraifouNtw. April:14,2"U
Z
MM
ApprovalDate-Alandi I , 75, L !021
Appro-VojLj)At*. Sfarch 25, 1,011
A#Pj/VoV2d Datei'Marels. 15,262 1
Approvtl Dim AUrc'h Zs, 11#21
page I
1E -1
E -2
az
ca 0
FGT Indastzirsjhc.
CGI Wmdow s a ad D rs, Inc.
PGT Industries, Inc.
NOTICE OF ACCEPT-A-NCE: EVIDENTESV137MUTED
NOTICE OF ACCEPTANCE: EVIDENCE SUMUTTED
NOTICE OFACCEPTANINCT: ]EVIDUNCIE SIL7B
2. Evidence Submitted under pmrions submittid
E. MIATERLIL CERTIFICATTONS (continue)
3. New Ei-idence Submitted.
1. SuDer Suacei Standard complying with ASIM C518 Thermal Conductivity
A. DRAMI]NGS
0-881 BMW hr.-W--F, AS-IM F 1249 WVM-Pass. ASTM D3985'0-xygez4�ass, AS,Ek E
A. 'DRANVLNGS
1. Drawing N o. -SO"- _5 70. 0 Rov B, - titled -Vinyl. Sliding Glass Door NOA sheds
219 -0 LG- Durability-No,-Fog-Pasg. �S-hbm-ftled underprei*ns Y0.4 Xa. 15-04,09.05�
1. DraWmg No. I&D-5570.0 Rev B, titled "Vinyl Sliding Glm Dom NOA (LM)-, sheets I
1 through 21 of'-) 1, prepared by Marrufacturer- dated 1 0)05�1 5 and last revised on
through 21 of 21, prepared by nmieacturer. dated 1Q.105il 5 and last rmrised on 010L-21-
04,22QG, signed and szdf!d by A- Lyrm Miller, RE-
6. Quanex Pan Dw aseal complying with ASTM C5 19, Thenmal Conductimty 2 22 BTU-m,'
signed wd sealed by A� Lynn M
iller P-E-
Cn
hr 4 F-F, AST?Vf F 1249 UIVIR-Pass, ASIM D 1434 Argon Perrneancr-Pass, AS71M E
,
Note: 1his reviswi n Consists rephCercrat of &me emsting installation Sam, withilat bead-
B. TE, STS
2189 1 G. Durability -No, Fog, AS71M E 5416 Dew Point Developillent I -20PF in 49 &s.
1. Test repDrts m-, 1)Air InfiltraticaL Test, per FBC, TAS 202-94
(SWbofimd under NOANLo.1 0,49-0.45).
(D
2) Ubfform StaticAirPresme Test, Loading per FW, TAS 202-94
7- vision Extrusions= Ltd- Parts complying with PVC-AAMA 30343�- Vb1tintary Specification
B. TESTS
3) Water Resistance Test, per FBC, TAS 202-94
forRigid Polyvirr�4 Chlof i& (PVC) F-ved" Proi5lesfor VbSIM Extrusie�- Ltd.-VEX-1 by
1. None-
4) Large MsWe Impact Test per FBCr TAS 201M
AAMA Fenestration Exterior Profille Ceftification. Prograni (SnbmVed underNOA.Mo. 1.)--
5) CyclicV�rind Rressure.Loadingper FBC, TAS 20344
C. CAL Cul LATTON S
along with inatked-up drawings =d installation dia of all PGT Industries, Inc.
8- Vism Dftmions- Ltd. Parts complying with PVC-AAR1A 3 03 -13-
1 None
'gr
representative units listed below and tested to qualify Dowsfi 791 and Dowdl 983 silicones,
fSubmtiffed under,X0.4-Mo. 15-0469.95)
prepared by Fenestration Testing Laboratory, Inc-, Test Reports No.:
9- PVC-AAMA 303-13, Vbbmtary SpecificationRc Rigid Polyvinyl Chloride (PVC) Exterior
D. QITALrf Y ASSURANCE
FTI,7897, PGT PV5527 0 PVC Fixed Window (und 6 m proposal), dated 09-10344
Profiles for- Vision F-xtrustons- Ltd--VEX-1 by AAMA Fmcstration F-VencT Profile
1. Mian3i-Dade Department of Regulatory and EconcMIC Resources MER)-
IFTL-10-110.71., PGT SGD780 Alumim= Sliding Glass Door (unit 7 in proposa� FYL-20-
Certification Progam.
2107.2, PQTjMk740 I Ahwa- Outswing Casement Window (unit Un prolM4 IFTL,10-
10� Notice of Acceptance --No- 18-1217.14 iss:ued to Energi Fenestration Solution, USA, Inc. for
E., -X&TERTAL CER ' TIFICATIONS.
2,107.3, PG-T PW762bA Ahwiinma F, Window (unit 9' in pf"o&* and f1iM21,07.4,
their "Tan 3040 & light shade, (non-viltite) White, Rigid PVCExterior 11trusins for
L Mile& of AcceptancC No. 1,91-0305.0-2 issued toKurarky2imprica, !ht. for their
>
PGT PW76220A Alurnitrum Fixed Window (unit 10 in proposal) dated 07113 M2, a signed
Windows and Doors-, expihagg on 02,60+11.
"Tresffolt, Ultraclear, Clear, and Color FVB Glass lnterhyff�§7, eVicing on 07,10K 24-
and sealed by Idalmis Ortega, P-E.,
11- "Notice of Acceptance No- 1"1222.02 issued to Ener p Fenestratwa Sohmon, US-4- Inc- for
1 Notice of.Acceptance-No. 17-0808.02 issued tGKuraray America, Inc. fortheir
their -se mis �'Mlite Rigid PVC Exterior Extrusions for Windows aud.Dooi�'- cqjm'-ng on
"SentrTG]AA (Clear and White) Glass Interlaylers7. expiring on 071041'21
C CALCULATIONS
1 YBC 7th
922 02 8, 02 3
3- N otice- of Atceptanc6 No. W1 10 6. 10 i5st� 10 Vision EXUU'kons L jifflfted for their B rown
Mal ymg with.
Anchor vmifuitioa calculations. and structural is coupl
YS L �'
-2, - ance, No- 2"203.03'issued -to Energi Fenestratto USA- ot
I Notice of Accept
inated) White, PVC Exterior Exh-uslons for IV, htdows
Coated (Painted Or Lanu Rigid
Edition (2020), dated W-120, prqmed by f; signed and, Sealed
mafftuaeturer. 'by
their 'Broum & light shade cap coated 111kite, FAod PVC Exterior Extrusions: for
and Doors7 expiring on 0930P21
Anthony Lynn Miller, P.E-
INT and Dow expiring on 04,116,25-
4_ Not_ aace No. 19-1106.11 issLied to Vision Exttasiow Limited for their series
DfAccept,
0
2- Glazing complies with ASTME1300-04,-0,11 and -16.
"VE 10ML Tan 202 Land lighwr shades (-Non-NVIW) Rigid Cellular PVC F-tteTior
-0
D. QUALM`ASSTMA-NNCE
F. S TA T E XE N- T S
Extrusiows for Windows and Dvors7� eqnring on 1129,2 1.
0
Nliami-Dade Department of RMdatrry and Economic Resources. XM)
1. Statement letter of confonnance to IFBC 76 Edition (202,Q), dated G4,220, &wed by
L
mafnjfaMnW_ Signed and SealedL by Arrffi<MY Lylln Miller, P.E.
F. STATEINJOEIN
0-
1E. -31ATERLAIL CERTMCATIONS
2. Staterumt le -tier of no, financial interest and of independent, issued by miatuffacturei, dated
1. Statenaml letter of wafomance to YBC 7& Edition t2#2O), dated 02/01/21, issued by
I- Notice of AcMTance No. 19-030-55.02) issued t a Kuraray America. Inc. for their
.
0-4/18020, signed and sealed by Anthony Lynn hfiller� -P �E-
mamifacturer, signed and sealed by Anthmy Lynn Miller, P.E.'
Cl)
"Tmigolt Ultraclear. Clear� and Color PVB Glass 1ntrrbyers7-expirmg on
3. Private Labeling Agreement document between PGT, dated MOM and signed by all
2- Private Labeling Agreement dated 03M/21 between PGT ludustries- Inc. and CGI
07/OtQ4�
involved parties.
Windows I and Door Iw., signed by Dean N1, Ruad,� P.E., V,P. Eaginiecring. on behalf of
2. Notice of Acceptance No. 17-0808.62 issiwd -to Kuraray, Amexica�l -Inc,. f6f, their,
"SeaftTGhsZ, J '-
both. mopanies.
(Cl@ar and White) Glass lutpilay rs�`� apmag on'0'7)N;T3.
G. OTHERS
3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited forth&
"Brown
L This NGA revises NOA# 17-04-10.06fPVTwJCGI) and updates to FBC202;0 (17'Editionj
G. OTHM
—0
Coated (P ainted or Laminated), NVThke Rigid PVC Exterior Extrusions
IfIng 0+21)21-
1- 1his NOA reilses & renews NOM 20-0429.05 (PLA w/CGI), expiring 0+1+26�
forlVindows and Doors�'. expiring on 09J30,,24.
2- RER. Test proposals 9194,155 dated 0 1.110120 approved, �y 1,-.baq 1. Cbanda- RE, expiring
2. Ue cunmt associated PLACGIfile#11-020-5,01, ey� 04114f.16
0
L-
M
t Notice of Acceptance No., 18-11016.11issued to Vision Extiusions Limited for their
0414P21-
series "VE 16M Tan 202 =4' r shades (Non-N I %like) Rigid 'effdar PVC
W
2i
Exte ADr Extrasions; for Airmilows and Doore'- expii� on 12,129t2 L
1zh-&qL, Chmad3. F�E.
7
<
Uxiq L 0mandar M.
Z
Ishm q L Cltaan4a, PX.
Produet ComTol Unk Supervisor
product Control U-m& Superviwr
Product Confrot Unit Supervisor
'NOA
NNOA No. 214124,9.03.
OA "No. ZjjJ105.03L
<
NO. 21 -0 2 9S.0,
2
gmpir-A tion Dnd'#� April 14,10 16
Approral%-te.�Marck 15�10.21
Approoal Date�i March L;,.' X21
E -S
E -4
SHEET
NO.
March 6, 2023
PA 1.4
(3)
>
0
MIAMI MIX MIAMI-DADE COUNTY
0012; n PRODUCT CONTROL SECTION
L_
CL 0
0
Cast -Crete US& LLC
Cast -Crete USA, LLC
Cost -Crete USA, LLC
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strea, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Nfiami, Florida 33175-2474
Q)
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIRENCE SERMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED
NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED
U) -t—
03 -cu U)
OF ACCEPTANCE CNOA) MM.Miamidadegov/peonomy
1 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
(D -0 0 -0 _0
= 2 0 (5
-NOTICE
Cast -Crete USA, LLC
6324 County Road 579
A. DRAWINGS
A. DRAWINGS
A. DRAWINGS
0 0- = 3:
= LL_
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast and PrestressedLintel Details", sheet I of 1,
1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1. Draw ing No. F D4612, i itled "Precast and Prestressed Linte I Deta ils she et I of
= .0 —
co i L� cu
prepared by Craig Porrino, P.E., dated March 24, 2 003 and Drawing No. L77461Z titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 6 & 12
(n Co b >
SCOPE'
"Cast- Crete 4 ", 6 " & 12 " L in tel Safe Load Tables ", sheets I thro ugh 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 qf 3, lost revision dated 06112114, all
E (L) 2
(D L_
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., datedMarch 24, 2003, last revision #1 dated-4pril 28, 2003 both
through 3 of 3, prepared by Craig Parrino, A E, dated March 24, 2003, last
prepared, signed and sealed by Craig Farrino, P. E.. on 08119114.
-0-0
Cl) 0 CZ CL
C::L
The documentation submitted has been reviewed and accepted by NCami-Dade County RER- Product Control
drawings signed and seated by Craig Parrino, P.E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
C_ i
U) <
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
March 22, 2012,
B. TESTS
(AHJ).
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
B. TESTS
1. None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
L None.
C. CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1, Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
it
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by ChrisiopherA, Hamon, P. E.
C. CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E
accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke,
1. None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C. CALCULATIONS
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Linleh. dated 05129103, 207pages, prepared by Craig
D, QUAILITY ASSURANCE
1. By Miatni-Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1, By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
E. MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
E. MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
1. None.
DESCRIPTION: (Cast -Crete) 411,6" & 12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION,
F. OTHER
APPROVAL DOCUN(ENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letter firom 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", 611& 12"
2002.
1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parrino, RE, certifying compliance, with theFlorida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheet 1. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. casi-crem Quality System Manualfor Prestressed Products dated 200-7,
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2 010
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 N 08-0320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
L None.
z
NIISSILE IMPACT RATING- Large and Small Nssile 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 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
1. None,
Craig Parrino, P. E., dated March 24, 2003, last revision dated,March 11, 2008.
B. TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno
1, None.
C. CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
I . None.
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
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. None.
any section of this NOA shall be cause for termination and removal of NOA.
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 Ofice,
be done in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at thejob site at the request of the Building Official.
L None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-31 E-4 and
&,, 4�
4
E-5 as well as approval document mentioned above.
,-�'h�iniy'A. Malkar, P.E., M.S.
_,/�Alelniy A. Makar, P.E., M.S.
C,/Hetmy A. Makar, P.E., M.S.
C56,
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
F tloct Control Section Supervisor
ProKet Control Section Supervisor
Product Control Section Supervisor
co
END& NOA No. 20-0630.15
#L� �. A�'.
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630-15
WWI Expiration Date: 09/1112023
Expiration Date: 09/11/2023
Expiration Date: 091IV2023
Expiration Date-, 09/11/2023
,0jA0)z,?_0 Approval Date: 08/20t2020
Approval Date: 08/20/2020
Approval Date: 08/20/202.0
Approval Date. 08/20/2020
to 0
Page 1
E-I
E-2
E-3
Cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. Mone.
1. None,
B. TESTS
B. TESTS
1. Mom
L None.
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. None.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. By Miami -Dade County Department of Regulatory and Economic Resources (PER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. Nor:4
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 & seated by Craig Parrino, P.E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast-
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E.
CU
0
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details "� sheet I of
>
0_
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1
0
through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
-6-0
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
0
January 22, 2019.
B. TESTS
0
1. None.
C. CALCULATIONS
1. Mone,
W
D. QUALITY ASSURANCE
(10
M
1. By Miami -Dade County Department of -Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
<
1. None.
—0
O_
F. OTHER
1. Article of Conversionfor a name change.
0
co
W
C*elmy A. Makar, P.L,,M.S.
Helmy A. Makar, P.E., IvL�,
Z (3)
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-06.30.15
NOA No. 20-0630.15
Expiration Date: 09/1112023
Expiration Date: 09/1112023
<
Approval Date: 08/20/2020
Approval Date: 08/2012020
E-4
E-5
SHEET
NO.
March 6, 2023
PA 1.5
I
/T- —
1 L1 E-00 IiN�c_�
TILLIT TESTING & ENGINEERING CC I
- -
WATTFR A- TTLLEE, JR., F.E. tii=n@aoj.com
)II.P.H.L 4441,57
,,L C� 11- Ni.. D067FT,
PRODUCT EVALUATION REPORT
REPORT NO.-
20-0728.01
DATE:
July 28, 2020
E
Shutters
PRODUCT SUB-CAT9GORY-
Storm Panels
PRODUCT NAME:
20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER:
Global Protection Products LLC.
4800 S.W. 51 Street
Davis, Flonda33314
1. PURPOSE OF ii-T ON:
This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
ID # 19D6) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method 1 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 equivalent to that required by the Code,
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect Its limitations and conditions
2. EVIDENCE allBMITT ;
M
2,1. PRODUCT EVALUATION DOCU
. M E . "D-
_1i
Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thrul 26 Of 26 prepared by Tilteco, Inc.; signed and seated by Walter A.
Tillit, Jr., P,E.; dated 07/28/2020. This drawing Is an integral part
"glp'l.
Evaluation Report, _ol,'o h, �'r",`,'
-� ""�`,` 00EA1 4/
- ,,!7&4t-- .., 4:%.,�
1_==Ls__Z�� 1.
___ — .__ ----- NO, 44167
71"" , 2 * .1 11
� -CI-4,11-1 1 1
� , il ,� * i
'5, 'd. �
* .....
-, S "
-V
6355 NX 36th Street, Suite343, Miami, Flonda.3,1166, Phone.- (3,05) 871-1530 " 90
PRODO r FWAL&AIIOPL�1�111 2
2.2�TES _R PORTS:
Large missile Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports ft 96-569 dated 08/09/1996, #90-570 dated 09M811996,
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 0411611998 and
# 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
P.E. and Henry Hattem, P.E.
Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009,
signed and sealed by Frank Grate, P.E.
JJATR,UCTURAL FNIQIN RIN, .111 A �411
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
Wind load. as welt as maximum anchor spacing vs, design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1616 of the Rorida Building Code. Calculations prepared by Tilteco, Inc,,
dated 1 1/03/08 and 03112115, signed and sealed by Walter A. T'll lit, J r., P, E.
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1626 of the Florida Building Code, as per
TALS 201 Protocol.
I -WIND LOADS,RESISTANCE:
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 8, 10, 14� 15,
16,19, 25 and 26 of26 ofProduct Evaluation Document (P.E.D.), drawing No.
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I I �
14,15,17,18,19.20 26 and 26 of 2B, ofFiroduct Evaluation Document 4RED.),
drawing No. 20-176,
5-IRSTALLATM&-
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-I TO.
ki0willItIfUl"40
,01;j�� N, T144IIi�
-IN '� .... , !6�
0!e\_� " - �.,/ V
,p��-'� . - :9 I&
- �P�Ei ,�". �
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L___�'�f-_�_:46J44167 -. 1
1 � - __ '*=
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,/� 7,e-AI'4� �ic�_,)
— ,/ / S_ -,,, -t STAIE OF ��-"X� 5
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,�,-, �10811D`J, o! lc�
-" r� ......... _`
i9eo� 81()NA -,
J4IfNIIIIIUIU%
I I
DENIM& 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, Sri ?CIOU UP WOOD BOARDS BE -OVIND ON TKE
N" AM 20 Oka tK'STM WALL ANCHORS SHAU BE LONG ENOIJOH TO REACH T-K MAIN SINSUVRE BEHIND SUCH PANELS.
I STORM PANEL SHOWN ON THIS PRODUCT EVALUAr,CN DOCUMENT i,li HAS BEEN VERIFIED FOR COMPLIANCE IN ANC401MIDE SHALL BE AS MENTIONED IN 3,I) AND IN &2),
ACCORDANCE WITH THE 2020 (7P, EDITION) OF THE FLORIDA BUILDING CODE, IQ 1Q_1D9Whk_WWD�O6N_*=rQftM._a�- 4=1A.X
DESIGN WIND LOADS SHALL BE DETERMINED AS MR SECTION 1620 OF THE ABOVE MUM04M CODE, - TAPi ANCHORS, AS JANUFACTLIREM BY I I IN BULTOEX, INC
�I/A*Ji
FOR A WIND PEC&AS;A�W U C A AL, BE INSTALLM AND - 1 4-10 PANELMANT FEMALE 10 AND PAREALMATE PLUS ANCHORS� AS MANUFACTURED W ELCO CONSTRUCTJON PRODUCTS
TSHANS!
154HOME -C YHE MAXIMUM (AsO ) - 1/4'0 Vir, SOPEIft PER N DS.
13,Ri A F
FOR A 0X0U5NM5F"DN- 1WHEARNED
DESIGN PRESSURE PAi WDIOMED ON SHEETS 7 THRU 121 141 It" 1p� Is h ZOL - 7/18'0 x Sle WOOD GIUSHM. AS, DISTRIBUTED BY ALL POINT SCVCW, W & SPECLAL'Y Cor
IN ORMR TO VVii THE ABOVE CONDITION, MYOUE DESIGN WIND LEADS DETERMINED PER ASCE 2-16 C J) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS Skik,i,, Or 1 1/2- AND 2- FOR ECO PANIOUiViTe PLUS
SHALL BE TWIST REDUCED TO ,',S,D DESIGN WIND LOADS BY MULTIPLYING T INN By OB IN ORDER TO
AM PARUAKE FS1,10i to.
COMPARE THESE W/ "X (ASO) DESIGN PRESSURE RATTINCS INDICATED ON SHCM. 7 THRU U, it, 15: is, is & 20
- RE NO NP AD 0
IN ORDER TO VERIFY THAT ANCHORS ON THIS P ED AS TESTED WERE NOT DIEN SPTESSVD� A 339 MCREASE IN AULOWARLE , �) MINIMUM THFICADED PENCIRAWN Or LAG SCREIi IWO THE WOOD FRAME UTST, $HALL ' I/?- F E
PENETRATION INTO SHAU, BE CONSIDERED AS PART OF THE REOU401, niREADED PENETRATION,
_-,UCCO
STRESS FOR WIND LOADS WAS 01 USED IN THER ANALYSIS FASTENERS SPACM TO WOOD RAS BEEN DETERMINED IN
ACCORDANCE WITH MD,S. "LIL, C 3) MINIMUM EDGE DISTANNOC OF LOAD SCREWS, INTO WOOD SHALL BE AS INDCAOM IN THIS.- DRAWING
STORM PANEL'S AOEOUACY FOR IMPACT AND WIND RESISTANCE HAS MIN VERIFIED IN ACCORDANCE WIT. SECT1046t`526 Of
-FRJTIL - - 0
THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TES"FiC INC, REPORTS 96-562, 96-570 III 9 -TW AND C.4) MINIMUM PENE JIM OF WOOD BUSHING S94U BE 5/S 1/4 -20 SCREWS USED SHALL a I ',/2- LONG MINIMUM
FENESTWUN TESTING LAB INC., REPOITS #2032 & #2126 , AS PROTOCOLS TAi TAS-202 AND TAS-203 SHOUL13 5VUCCO COST. AND I* MINIMUM FOR WAUL5 WITH NO STUCCO -
AS Ii AS AMERICAN IEST LAB Of SCUM FLORIDA REPORT 002 , 9.01-09, A- PER LAS 20). 11AS 202 AND
TAS 703 STANDARDS, C5) IN CASE TPAT PRECAST STONE. OR PRECAST CONCRETE PANEL'. STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING
2 ALL ALUMINUM 0TRUISIONS TO BE 6%a-16 ALLOY AND TOPER. (UNLESS OW.-RIAM NOTED), SCE SHEE7 2 WALL, AOCHIORS SHALL BE LONG ENOUC44 TO,REA`H THE MAIN STRUMFLE BEHIND SUCH PANOLt
ANCHORAGE SHALL BE AS MEIMONED IN C. 1) C 2) & C 4)
3 ALL ALUMINUM SHM METAL USED AT CLOSURES SHALL HAVE 3105--HI4 ALIM, (0) ANCHOR-- SKAL� BE L45TALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MCMDR-5 M&SUFACTVREP
A ALL -,TEEL SHEET METAL PANOS SHALL HAVE SnTUrTURAL MiALM STEEL ASYM A-S$3 CALADE 30 MiMMUM, C-60
GALVANIZED STEEL CESIGNATION W/Pi� 58.5 i,,si IAFFEFT ROLLED). 8 PANE-$ MAY ALSO EW INSTALLED HOR17ONVALLY' FOLLOWING INSTALLATION DETAILS SHORT (XI SFCnON 3 THROUGH 10 SHEETS 4
FWROUOH (I) DICEPT THA? HEADERS (Z & Q SHALL NOT RE USED
5 ALL SCPEWS TO BE STAIALLESS STEEL 304 OR !;15 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIMUTY OF 40E CONTRACTOR IV VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUrrER IS IT) BE
TIN SWIS W/ LU RM YLETO STRENGTH AND 90 kai TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA 6UROING CODE
SECTION 24".311�LC ATTAC40 TO INSURE PROPER ANCHORAGE THIS INVITER SHALL ONLY BE ATTACHED 10 CONCRETE BLOCK OR Iii FRAME
BUILMNIGS,
6 801.15 TO BE ASTA AjOy GALVANIZED STEEL 00 AISi 304 SERIES STAINLESS STEEL, WITH 36 IIN MINIMUM VIELD
STRENGTH I0. EACH ReGOLAP STORM PANEC Ji LENGTHS OVER B*-It THROUGH 12'-4'm AS PER SECTIONS 5 a 9 & 10 AND ALTERNAIWES OW,
'wiiodw.
SW III I OW ON SHEETS 5� 6 A 12 RESPECTIVELY. SHALL HAVE A 1�837ftt AND REATILT Viga-E iNSTRUCTM OWNER on
7 AN04ORS TO WALL SMILL M AS FOLLOWS-- TENANT TO SECURE PANELS V0114 APPILCASLT, PERNITORtWERY OURINU PORIOUS OF HURRICANE WARNING
(A) [Q14QV$DW_2QM_,;QWZr1 I! T14E INSTALLATION CONTRAii 15 TO SOL/CAU0 &I S14VMR COMPONENT EDGES WHICH RU44N IN CONTINOOVS CONTACT WITH
I/ �# TAPCON ANCHORS AS MANUFACTURED Of I.T* BUILDEA. INC, (Min r,51W p.s.;,) THC ILi TO PREVENT *KD/P,qN rNT", ON,
- I /4� 0 � 7/8 0&A-IN AWTIORi AS MANUFACTURED BY OSWALT INC, IMIN. !'3000 p,lx)
- 1/4-0 I( lk/4' SOVD-SCI` ANCHORS, AS DISTRUTDO BY AU_ POINT SCREW, 800 AT SPECIALTY CO 12 WORM PANCT 1W.TALLATION UM% COMPuy W,714 sPEC5 INDICATED -ft TNR5 DRAWING PLUS ANY BUILDING AND ZONING FLEGUATIONi
(MI r-1000 IT-) PROVIDED By THE JURISDICTION WHERE PERMIT is APPLIED TO
- 014-11, PANUMATE FEMALE 110 AT PANELUATE PLUS ANCHORS, AS MMUFACTUM BY ELCO CONSTITLICTiUN PRODUCTS,
OIRN 1, 3350 Pii",) 1.1, I.) THIS PRODUCT VALUATION OWUMENT UP,FOj PREPARED $I' THIS ENCINEOR r. GENERIC ANO MES NOT PROVIUL INrORMATON
_' '
ZWVL47 ED
- '/A's Cr C;-GRIP ANCHORS. AS MANUFACTURED 15, TRV-FAST CORPORATION (!'-MOO ;,-) TOR A M SPECIOC PROTECT, it, WHERE THE SITE CONDITIONS . IF FROM THE P ,
A. 1) MINIMUM EMBEDMENT OF TAKON AW-40PS INTO POURED CONCRETE SNALL HE 1 314-: 2� FOR PANRAMBE FEMALE 0) WNIRAL70R TO K RESPONSIBLE FOR THE SELECTION, PURCHASE AND LINSTALIATION INCIUCING LITE SAFETY OF THE PRODUCT
SAISED ON THIS P,sO, PROVIDE HE2SHE DOES NOT DEVIATE FROM TIC CONDITIONS DETAILED ON rlrS DOCUMENT
"I'S
'a AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. CDH&4PLK3KRN SAFETY AT SITE THE COMAACTOFV5 RESPONSIBUTTI'
A-2) CALK-94 JA SOUD-SET ANCHORS SK4U HE EMBEDDED 7/8- "TO THE POURED CONCRETE NO EMBEDMENT INTO (c) ,THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD If Lf-DiNTIED.
STUCCO SHALL K PERUITTED� I/t' 9-20 SCREWS USED SHAU. BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXISI,
NO I* LANNIUM MR WALLS ii NO STUCCO. AND MAT W HEADED SM"S OR ALL THREADED SCREWS W/O I(EAD. (6) SITE SPEtCF-TIC PiROACTS UALI BE PREPAREO BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
BUT WITH WM NUTS ENGINEER OF RECORD (LO.R-) FOR ME PROJECT AND WHO WILL BE RESPONSMILE FOR THE
PROPER USE OF THE PIED. ENGINEER OF RECORD, ACTINO AS A DELEGATED MWER TO THE
A. 5) IN CASE THATi PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW WARDS BE FOUND ON THi I � .ED ENG11i SHALL SUBMIT TO THIS LATTER THE SIE SPECIFIC DRAWINGS FOR Q1,,IFLT
EXWNC WALL OR FLOO;k ANCIO)FIS SHALL BE LONG ENOUGH TO REACH -THE MAIN STRUCTURE SEMNQ SUCH
PANELS ANCHORAGE SHALL BE AS MUTTIONED IN A I) AND IN A,2) (,T) THIS P�F-O, SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIONATURE Of THE VIRCTInESSIONAL
ENGINEER OF RECORD TfA'T PREPARED IT,
(8) �Q, &011�_Q__" 14 SKITTER JANNUFACIURIER'S LABEL SRAU BE LOCATED ON 4 READILY Vr,CW LOCATKIN AT STORM
=010" AS M&I 'ACIUM.0 In I I W OUILDEX, IWO. PAND. SHUTTER IN ACCORDANCE WITH %ICTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE ABEL
I/A, I. . V, ckX_,H .. AS MANUFACTURED M PEWi INC, (MiN. fr�tETTO pA4,1 SHALL BE PLACIED FOR EVERY OPENING. LABELING TO COMPLY %P1H SECTION 1709,2 OF THE
__ I �4_0 I ��/r SMLO-5.1 ANCHORS. AS DISTRIBUTED By ALL POINT SCREW� KILT A, SPECIALTY CO FLORRIA SLAU394 CODE �
ITAN, T -IBULL 0 -0
� , , , , ,
- 014-0 FATTEUKATE: 4-MATTE 0 AND PLANELMATT PLUS ANCHORS. AS MANUFACTUNILD MY EMU CONSTRUITTION
PRODUCTS (No, Vt�2071 T,�N,ij i I AINB, �
TApGRIP
- k/'T" 0 CF WHOM 4 OP411FACTURED IP` TRU-EAS1 CORPORATION
... : �14!�;�,%.
. ,� ,
B 1) MIRMUNA EMBEDMENT O! FAPCON ANCHORS, OTO PANELMAFES AND OF TP-43ILLF ANCHOR, IWO 1HE C . '. , . I FLORIDA BUILDING CODE (High Velocity N cone zorrii)l
6IOrK JNTT SHALL SE I 1/4-� ., . ' % - 1 "IMPT MILM Nt 20 GAGE GALVANIZED STEEL STORM PANEL fK
i 1 0.4 167 * UFAM, �,
8.2) CALA-kh 9IL SOUD-SET ANCHORS SHALL BE EMELEDOED ?/8- INTO THE CONCRETE R,OC4( UNIT NO EM I -
Bewo 1. -
INTO STUCCO SHALL BE PERMITTED, !/4' 0-20 SCREWS USED SHALL BE t 1/2" MINIMUM TrcCCO - - ___ ""' a
�0_1 _.�.
ry,
LONG 9,10UM -J �-�,� - '11� GLOBAL PROTECTIO, PRODUCTS, l om�
EYMI. AND I' MINIMUM FOR WALLS Wi 40 STUCCO. -p*'-. A
SIA 0 I------,-
% F 4:� - I L-rc - .. -I!, I,mi
- , , . I /
. MP-1 LJ"�, F_ VD, I
ik, 06'.. 10 za".1. 1--Z-1 X=14 Co
DI, � . ,,r ,B,� , PHow, I') (.."-57. 20-176
; ,
-,, �C! - - - - , E I'_ .1. 1011-75II!, TAX 0"K."i -
*, �y _ 1. , ,:, - 0"I)IT.- - --..
1�1 -
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IUAIIIIAE - SNO, I or 23
� I ,
I
INSIALIABON DETAILS EOR REGULAR PAN & 3 A
� _ POURED CONCRETE QJR Q NCRETE BLOC CONCRETE 04VIKM
INTQ EXISTING
(W LE ON
CONCRETE ARLINDITS . �_ SHOUS 0 THftOV&N 01
Mr. sawmia CA, ---k - .
CONCRETE ANCHORS S-ISTIT a rMiRTAUX *) , - - E.D_ - CONCRETE ANCHONS �1�
1`11 - = .. ON I , C4) = , ,-, -
__ 11 \ ,;�� , IJ4)
,-,,42
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RODURED. ___ = *: . III: VNIKI UAW. INC. 20 GAGE GALVANIZED STEEL STORM PANEL �
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ERDIDAICTYA�AU-AU-ONXErUELSD-U--IYUM 3
Q. MATERIAL CHARACTERISTIC-$ AND SPECIFICATIOUS,
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. 20-17&
7. LIMITATIONS AND CONDITIONS OF U
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document 1P.E.D.), drawing No. 20i
prepared by TilteGo, Inc. and signed and sealed by WalterA. Tillit, Jr,, P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANEZONES 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 Tilleco, Inc. (Florlds CA-0006719),
WAT�LL
Di� TILTIFCCI AOMON RECORDS %P. E, REPORT-20 Ii GLORAJ, PROTECTION PRODUCTS, LLC L20 GAGE
GALVANIZEU STEEL STORM PANEUL DRWO IF M176 % RE?ORTIJI20-0728.01
'
JECO INC-\
/fl::L -
TILLIT` TESTING & ENGINgRAING COMPANY
W.Adi1UA_.__n_LL1T, J&, 1'. i _ -_ tifteco@aol.com
PRODUCT EVALUATION REtORT FLP-F. T.knw,,INo 4416"
VLC�A. LIIAAN.� D00010
REPORT NO.:
20-OT27.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY,
Storm Panels
PRODUCT NAME,
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:,
GIWmI Protection PrWucM-_=
4800 S.W. 51 Street
DaVie, Florida 33314
1. PURPOSE OE EVALUATION:
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 ID of the Florida Department of Business and
Professional Regulation.
This product Is being issued an Evaluation Report as described herein, and has
been verified for complisice in accordance with the 2020 Severith Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code Change that may affect its limitations and conditions
VIDENCE SUBMITTEM.
21. PRODUCT ]EVALUATION DOCUMSNT �P.E.D.).-
Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
I
sheets I thrul 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
Tillit, Jr., P.E,; dated 0712712020, This drawing is an integ
'tin "4i Q�ls
Evaluation Report. , I
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FLORIDA BUILDING CODE (14 gh velocity
_.Ac.`,ANGN`Ae___ __ dMLIRAo`A1r%c`I.r. come Zone)
CONCRETE __ � ift, VMJLA 10i . �
,M.-=) , "o. MT. CONCRETE I � RNAL OR oftork Tile 1 .. , I -2= V-Mop M 20 GAGE GALVANIZED STEEL STORM PANEL FR
MaK. ROTURED � Ffti ii f ; NO 44167 '. Z T"UWi
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]PRODUCfEA�ALLAT10NRFX0RT NO, 1447,27.M 2
2.1. TUT REPORTS;
Large missile 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 byAmerican Testing
Lab of South Florida, Report# 0814-01-01 dated 03111102 witnessed by William
R. Mehrier, P.E., Boriz Morniz, RE, and Henry Hattem, P.E. and Report No
0219.01-09, dated February 25, 2009, signed and seated by Edmundo
Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
Building Code, Test Report prepared by American Testing Lab of South Florida,
Report No. 1123,01-10I dated November,23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
Tensile test report No. 9CM-19$ by CC Metallurgical, Inc., dated March 13 " 2009
signed and sealed by Frank Grate, RE, as per ASTM FE-B and Tensile Test a's
per QC Metallurgical Report No, IOKM-1 318, dated December 1, 201 0 signed
and sealed by Jerry Jacicifano, P.E, as per ASTM E-8.
1
.3. STRUCTURAL ENGINEERING CALC"TIONS:
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as weill as maximum anchorspacing 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 Tllteco,
Inc., dated 12/1 B/10 and OM7113 (for INS revision), signed and sealed by Walter
A. Tillit, Jr., RE
3. MISSILE IMPACT RESISTANCE:
Large missille, impact undersection 1609,12 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4. WIND LOADS RES S -
_TANCE.
24 Gage Galvanized Steel storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thru 16
and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has Wen Verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
�
I �
I � EfflXRXFORIND-N-02" 3
5. INSTALLATIQN:
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-1 75. Minimum separation to glass shall be as indicated on
sheets 3, 6, 1 3, 14, 1 5, I 6 and I 8 of 18, of Pfoduct Evaluation Document
(P.E.D.), drawing No. 20-175.
$-.-MATr=RI-AL,CHAFtACTERISnGS,AND SPECIFICATIONS;
Shall be strictly in accordance with Gen" Notes and Components indicated on
sheet I and 2 of 18, of Product Evaluation Document (P,E. D.), drawing No,
20-175.
Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7_L1M1TA.TM06_A_ND_CD_NP1nO NS OF USE-.'
7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
prepared by Tiftecip, Inc. and signed and sealed by Walter A. TOM, Jr., P.E.
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code,
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures,
Product Evaluation Report prepared by W91terA. Tillit, Jr., P.E. (Florida License
No. 44167), President of Tifteoo. Inc. (Florida CA-00067119).
WA*nU_
D-'V TILTFCO ADMON RECORDS ii P. E. REF
GALVANIZED STEEL STORM PANEL k ORWG #
1/4, 2/4, 3/4, A14, 5/5, 7/5,
IVI/ I 0 I 2W/I 0. 3W/10, 4W/10, +6/5
svi 6W/11 & 7w/Il
�_
-3: MA`X____.______1__ ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS III& %_____._.____3' AM
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QUAILS FOR REgULAR EANEL5(1,
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CONCRETE
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WE SHESTS 1% 11 AND 12 FOR ANCHORS TYPE * SAWING MR AWALLAIMS INTO NOW TRANS 001111WOL
MINIMUM ANCHOR SPACING$ AND MININEW M DISTANCE ARE ADICAMON, lW03 SCHODIAL FOR ED LESS
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0�
PANEL'S LENGTH UP TO 12'-e
2. FOR NEW WOOD FRAME CONSMUCTAON: WOOD MEMBERS TO BE SOUTHERN
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TOP At BOTTOM MOUNTINGS CAN BE
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WALLMOUNTINQ RISTM"MN -72D V 9. 7,-r i L_
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LIFE SAFETY PANELS MAY OR MAY NIOT
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STRUCTURE.
+492 -61.5 3. 2 (SOTTOW 7'
WALL MOUNTING INSTALLATIO
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1, 1� . I .1 HEADER _. I 11 HEADER �L � � " / P ,-, HEADER 'L. - +0ADFR '�� I � I. 'i F, i �'� �' J� 1 �_' ANCHORS SHALL BE LONG ENOUGH It) REACH THE MAIN STRUCTURE BEHIND SUC14 PANELS, ANCHORAGE
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. , A . � I I " , WOOD HEADER � WOOD ioi� STORM PANEI:S ADEQUACY FOR IMPACT AND I'ATICUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WrTi+ SECTION 1626 OF
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- � � - I � Iufwo . I ' � RECKINEU "7' -, � 7�: 1 a THE ABOVE MMONED CODE AS PER FENESTRA11014 TESTING LAIII)RATORY. INC, REPORT 1 20.12, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONISISJUrf OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER j !;; ti.h.
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I I '� I : / \j/ �' �� i) 1� - � i , , i I , I L TAS-202 AND 14 203, IS BE ATTACHED TO INSURE PROPER ANCHKAP&E, THIS SHUTTER SHALL ONLY Be AFOACjfED TO CONCRETE� aLmK .
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i i "t, ft" CLASS - Ism $.*&Ar - : � � , 1. MRA. GLASS - _ L %E� I to GIASS T J. SERIES 1000 VIISTALLAMN IS APPUCABLE TO SINCLE AND DOUBLE HUNG STILE WINDOWS WHEN NSTALLAIIN IS REBURIED 10 BE
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I � 1#1 � i �' j pvtOTIOCIED FROM THE IN-soc or SORUMIRC, Q STORM PANEL INSTALLATION SHALL COMPLY WITh SPICS INDICATED It* 14IS DRAWING PLUS ANY BUILDING AND ZONINC' -� Jr-
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� I I i 7� ALL SOM SHEET METAL PANELS SHAa HAVE STRUCTURAL DUALITY STEE'_ AS114 A-W GRADE SO Mi.,, OkVANfZCD STEEL Thi PRODUCT BASED ON THIS P111- PROVIDED HUSHE DOES NOT MWTE FROM THE CONDITIONS DETAILED 1.
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I I I i imzwvs a PLAIL, I � I I � 11111_--�� - - 11 WOTIR W/ 5U ksi YIELD STRENGTH AND 90 kKi TENSILE STRENGTH & SHALL 01014PL3 W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4 -
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� t I � W � I I � - ,- � I I � i I . I (d) SAE SPECIM PROXCIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL .
� I IT-7 � ; -- 0 � . ft: - i ; 1 -43, � i T I ". BOUTS TO BE ASTM A-301 GALVANIZED FTEP_ OR AN 304 SERIES STAINLESS STEEL WMH 36 "i MINIMUM MLO STRENO!". BECOME THE ENGINEER OF RECORD MOAJ FOR THE PROACT AND WAD WILL BE RESPONSIBLE FOR THE PROKR ..; , (X. -...- .J�
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jL � � � t I -0 TAPOON ANCNQRS AS MANUFACTURED BY IJW, BUILDEX, INC, (Milt. fe-3192 mi,i)
. � '0�= LL' i i � 0 � � � � w - . I - 1/11( RECORD TRAM a- If
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I?16'4 � 3/32* **G NO _: � �' I � :� !4 1 It . 3AC* WING I, L I ., iiii; I " 1 11/01W/32- WING NUT , - - - I 13� I L I � - #14- 10 PASELMATE FEMALE ID * PANIELMATIE PLUS ANCHORS. AS MANUFACTURW SY ELCO CONSFALIC'DON PRODUCTS. 16. ISTORM PANE, MANUFACTIAREP'S UMF4. SHALL BE 1,44INTED ON A WAGILY VISIBLE LOCATION AT 9104M PAWL IN
, . < � '� I : " � t � ACIGORDANCE WITH SECTION 11MILS Of "IDA BUILDING COM ONE LAM SHNU_ BE PLACED I'm mty OPENING
� �! '�'2 � �, "' ' �� 77,71,�_'I� �,,"t� " 11, - "-WRNaR 0 12 1/2* OC' WASHER METICHO) 16� A. - � V-3w P-SA) LAEOEUNG TO COMPLV WITH SECTION 1709 9,2 Or THE FLORIDA BUILDING CODE_
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. IAGGERED W/ STUD) L' � . - (SrACCEWD W1 SM Pow-TRATION 0 MOWTII - i _ 2'W WOOD 2,)i4* WOW PLATE , - -1 � FEMALE ID & PANELMATIE PLUS
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PLAIT ��m "'A"'CED I I #T*-IO ,TE Pffl .
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'L'-' -_-2)P4' WOW KATE I- - - ------- jk9;Cv PLAIT 0 6 1/4- GO, W/I 17. �_ 1 ,i I � 6 6 1/4- W/ 7)w __ 1 " i�i ,-- t/r 0-20 SS SIDEWALK BOLTS LISM SHALL BE LONG ENOUICKSHOULD AM' FINISH MATERIAL EXIST) .
REIKHRED nu WNtAINQ ItI MW. THREADED, Z 4" i, ' 4 A ��� TO ENGAGE 3/4
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WA WALL MQU"ha 1=94AM -I* 6 N Fvrms a% - v �_' � f'�' E � L! tz ,
SCALE 3/r &�') IN CASE THAI PRECAST STOVE. PRECAST CONCRETE PANELS, a. PAVERS BE FOUND ON THE EXIST11ii WALL OR . . i..'?
SCALE 31r-l" ON FLOM, AWAVORS SHALL HE LOW, ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAW 'K-"�r , :1\1'n
6 REGULAk PANEL 0 MWSMAI�TNPANEI '_t'"U"Q% MQVdM..IHffA=0N "'Al"Ifftut", No I I BE ASS 0ENTINIFE, IN AJ) AND IN X2), IS, ANCHORAGE SHALL Ji . , EN, r �. ,
SCALE 3/5--i _ - 4"WRE0.281AWRF, ',gOC '4 .1 -. "v
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'4tPj N, T14#%', PANEL . N_' _. 2 IIEE SAEM,PANEL s .-' No, 44167 ' �
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NOU, * �J�?'.-'��IENS,& I'... SCALE 3/w� I - ? *.. * : "I
0�1 - ENA - _. FLORIDA . . S_ LORIDA BUILDING CODE �Htpb Votocit Hurricane ZOAP)i I � .. -_ -_ �.- FWRIDA BUILDING CODE (1112h Valoel RU
1. TWALL-IONS ME MY VAJUD FOR WitLMO W" &SID. DESION VAM P N)p Z� I I- I' -Is_ BUILDING CODE (High velocify HUY cone Zon ) z -1 - - I ; _ _y - 1/4* 0 TAPDON MOHM AS MANLIFACTORED BY VTW, DUILDM INC� . "-- " - 11 � Ru Carlo Zon*)l
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UP TO .35,& -710 PSF AIQ PANWS LENGTH UP 10 W-W : ,I "M =am W_ Um Or I* No 4416 F.P � P X 7/V CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC� (f'M-IW P61) 107 ___ r.P
1 %0,4 1 .*z 20 "a GALVANIZED STEEL STORM PANEL r�p - '. * E � 20 04CE WANIZE0 STEEL STORM PANEL 01/4 - '�
.1 I cow m i. INSTALLATIONS AM ONLY VAL40 FOR OVILDINGS , A.&O DESIGN LOADS C * IT `�Zkm o" BY: - 4-10 PANEUMTS FCAUE 0 AND PANII.144TE PLUS ANCHORS, AS MiNNUFACTURM BY ELCO CONSTRUCTION - - L" __ f 20 SAGE GALVANIZED STEEL STORM PAM W, -
2- FOR MEW WOW FRONT C WOW LAEUPERS It) BE SWHIERN I * - i �_� - - - WITH I - PRODUCTS (('�Wlr p-it.1) _
- . (I -��_ - �_- �---_ , I COUL PROTECTION PRODUCTSt 111C. "ZON"a UP TO .55.5, -72.0 P5F AND ANOWS UP 1� '0'. i�� am- -".-.,- "I .1i' I PROTECTION PRODUCTS, Ut, o"A"U""A
"CEW4 .55 OR EOUAL � LENGTH To w'-F %_ * ',
PINE NO. 2. W/ SPECIFIC M OF I * -, -
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S' -p% _-7-- / 110JECOmc I'll. 11 SrAm 2. FOR NEW WOOD FRAME CONSTRIACTICAC *ErCO MEMBERS TO RE SOUTHERN - 11 �, -zle, IL ECO imc' .= $LwN.61 5mv 1% // 11LIECO;.., OWN � Sit sr9m -
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8 2F
�W-
WOM)
MAX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER @ IS
)ING ONLY TO ALTERNATE 2W* ON SHEET 6 1
MALJI� &S.D.
DESIGN
PRESSURE
PATING
(PA"')
ABUQMUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEETS 6
AWkCABLE
TMO
I & ,
OF THEM
rE
MA)iIMLIM
PANEL
LENGTH
.1
00
-
TAPCON
LAG SCREW
PANELJOATE
FEMALE 10
PANELMATF
PLUS
7&,7
_ BU I'lito
WOOD BUSHING
I
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:
Ir
13"
I.-'
I r
13'
.-T
... r
-
—.--
I r
----
`131
--
is*
---,.--
13*
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a.
IW-�i&*
7
-rl��
i t/2
a I/Z'
b 121�
_
5 1/2'
p CIOP)
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-
6 Ile
12 1/2-
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6 Ile
---
2W (D,7-,�..
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5,--o"
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7'
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---
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31—(Topj
OR
LESS
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----
---- --IF
---
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To
+mi -75
la,
13,
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1�*
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to,
—
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13,
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13,
V�—
I$"
- 6 1/4.
tw (GOITom)
1---i —I
Ir
--i—
1/2-
--- 6 1/2' -
6 1/2'
6 1/2"
12W (TOP)
.
-
-
-
.—
6 1/4-
—
12 1/2'
6 1 e
2w (ODT")
> -0 .
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v
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.
i il;r
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131
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- I
k-JOW-
SEE TABLE #1 FOR VAX. A.&D, DESIGN U&M . A04EL LENGTHS WHEN SPACER (B IS
I * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
lar
Al A .
A.SM. DESIGN LOAD
MAXIMUM PANEL
LENGTH
_
40 PSF OR LESS
61-8.
> 40 PSF TO 50 PSF
li-2-
-
I > 50 PSIF TO 60 PSF
S-10. - I
A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE FgMALE 10 OR PANEL MATE PLUS
ANCHORS & Wil " %P*X0,tQj, 1/2' 04�
�
_ ,
INSTALLAI19N DETAILS FOR LIEE SAFETY PANEL61)
INTO POURED C0NCRLTE-QR CONCRETE BLOCK STRU9JURES
Ile. TAKTj, , ,
- -?01w5nv;00u,A1D ANCHOR a 9 0.01 � - - MW E
. CONCAVE 8LOCK ?I
REOVIRED. � REQUIRED.
I
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1/2- � ,1
I ) I � 11/4'
1 �
I � .." - - - - -1 :
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.�= -,-I--- (SES ELEVATION ft . tSEE ELVATION
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9 2) -T- - I I
WS�Al%l - 1 1 1 i I
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r"61ING POURED ID" �,�'�,-,,: 1 : E zll I A t
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CONCRETE OR I-, _0 0 tPoAllp - I , --
CQNCRLM ULUGK ;%, : CONCAVE BLOCK � - 4 f $ � i
; ,,,",,',�� � " �', � � i
REQUIRM - ,� I - REQUIREDt I � 1 armin I ;
-!M" I I
, �, - --- -1 1�ul - ---I!-,- �
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=`.`.EV,/M-.:-- pj�Ls
SEE SHEM 13 JK If MR ANCHORS WPE k SPACM FOR
INSTALLATIONS FINTO WOW FIMME AULENICS,
IMNIKU ANCHOR SPACINGS AND V"ftAUM EDGE DSTANCE
ARE POWD) ON THIS SCHEDIAL FOR LU. LESS THAN
INGIcATED ON SCHEDULE ftMADE ANCHOR SPACING BY
""PLYIW SPACING SHO" ON SCHEDULE in INE
FOU000; FACTORS, MR THIS DPZWM n SE POSSIBLE,
REMCCO SWAo OBTAINED USING FALRUI SHALL Nor BE
LESS THAN ACNAAU* SPACiMC INDICATED FOR EACH ANi
TYPE 00 IN* SCHCOUJI.E.
1/4-.
ANOW M
_1/4'.�_
tiviro"
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1115
MPAMUNL `01o" WNW (11.)
I
3
-mmemou- I - 01)
'C'"
-
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3
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MPUP4
--
3
1112
ACRPL Sw "Hot W-A)
fwm
I i
-- -
I -,.- ---
2 1
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3
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-
---.-.
3 ,
1,14 TIE I-Xi� �`!" §=W R-AB
M,Zr - LIEL UFM EMEL
t,=
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ft""P=
(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
MM A.SX,
DESIGN
PRESSURE
RATING
WILT.)
I
MAXIMUM
ANCHORS
SPXIAQ
FOR MIN
". PER SONEDULE
BELOW V
g=
- -1 ---
MW � v I um -
PANEL
LENGTH
v
(ft-)
MAX. A.!LD.
DESCH
PRESSURE
RATING
(P-0
MAMMIAll
ANCHORS
SPACOIG
FOR
MIN ED,
PER SCHEDULE
BELOW *
,
--
APIPLACASS
TO SECTIONS;
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SOLID
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to I
PMELM`YJE
PLUS
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SOLID-SIET
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to
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#
k ANY
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10
.."
.-.
10
.
To
'M
IC
to
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10
...
To
TO
TO
I
DOMBINOVION
OF THEM
TO
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,,3n,
M,
—
jk
TO
To
Ca"a"
*
..
=.
To
CONCRETE
To
-
Ir
731
ly
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13*
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SEE Emery 11 roe ""O" T,w a --*xm foo INSTAII&TONs INTO WOW "RE muttas
, WkWUO ANCHOR $P040" AM MINARIV EDGE DISTANCE ARE NOCATED ON TIN SCHM" FOR E,D
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SCHEDULE By THE FOLLOWING FACTOICS� ADA TIM OPERATION TO BE POSSIBLE, %EDUCED SWWG
C$WNEV VA40 FACTOR �NACL NET BE LESS TWA MINIMUM SPACM NOCATIM FOR [� MOMP TYPE
ON INS SCHEDULE
ex
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1/4-0
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1- DESIGN LOAM & li", PANEL MEN SPACER _ _ IS USED.
jr
_
p" TIJI a
A.S.D� DESIGN LOAD
MkX" PAM!
LERM
40 PSF OR LESS
.
61-8.
> 40 PSF TO 50 PSF
1'-2-
1 �, 50 PSFTO 60 PSF
V-10" -j
A ITW. PANEL LENGTHS ARE ONAZ VAUD FOR INSTALLATIONS
W/ SOLID SET ANCHORS & W/ b SPACER AT 12 T/2- D.C.
I
- ..------- -- - I � � - - -- WHORS (SEE SECTIONS ,% AL1131INATFOES DIN SHEETS 13. 14, 15 A,I6�------------ .-.. - ---- -
1
I
I �
3' VAX, R-IA/13, R-2A/13, R-WI4, pI,0-10/14, 9-20/1& R-39/14� 3- uAtL i
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I (END PANELINT_ QN;;IOP. PANEL) INTERIOR PANEL) (INTERIOR PANEL) I LT. TWIKS lop k SaITOM.
SCE NOTUS 2, .3, 4 (END PANELI MAK
SEE NOTES 2� 3, A (2). ENO PO4M SHALL ALWAYS BE CONNECTED TO BOITOM TRACK
OTHERWISE A STOP BAR (j) SHA1 11 BE PROVIDED AT TOP OF SUCH
PANELS.
it
r 1 (3. IF END PANELS ARE CONNEU��D TO BOTTOM TRACK., CONNEC71TON
SHALL CONS,ST Of 1/4't-70.3/4' NCS� W/ 7/8'**3/32' WING
i�VLnD PANELS W/ NUT OR Min *THUMBSCREW INTO TAPPED BOTTOM
I 19s� BOLTS W/0 0 Ck VARLAP TRACX� LOCATION OF FASTVNERS MAY BE A' EITHER OF TWO
tW SECTIONS AS APPLICABLE) EXTERIOR FLAX FLANGES OF END PANEL,
(4)� IN CASE TRAT ENO PANELS ARE NOT CONNECTED TO 80-70M
MAK TRACK (f�a A 5TOP OAR IS ONLY USED A! -TOP) AT LEAS! TWO
1 1 -i 7 T T PANELS SSIAL-1 BE CONNECTED TO BOTTOM TRACK USING SPECS
INUCATCO ON NOTE N SUCH CASE, CONNECTION OF
4-4A T5RACV%'40_ I
I . T-i-I PATIMS BOTTOM OCCUR AT ANY PANEL LOCATION.
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TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL T(STEM
SCALE: 3/W-I"
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44167 24 OAGE GALVANIZED MEL STORM PANEL
/7i-LrE -co.,., GLOSAL PROTECTION PRODUCTS, LLC.
4M SR. V STRV7
"'I"! 20-t7b
FIX
ENIGI(NJEEF-4ING
F-14GINEIERING EXPRIESSIO
PRODUCT EVALUATION RF-PORT
September 15,2020
Application Number: 17BB9, 1 - R2
" Phoject Numberz, ZO-31543
Product Manufacturer. All American Shutter. and Glass
160 Donna Road
Vliost,Palm Beach, FL 33409
Product Nome& Description: 24ga Galvanized Steel Storm Panels
Large Missile Impact Resistant
Scope of Evaluation,
This Product Evaluation Report is being issited in accordance with the requirements ofthe Flows
Department of Business and Professional Regulation (Flonda Building Commission) Rule Chapter
61 G20-3�005, F�AC., for Statewide acceptance per Method 1(d). The product noted above has been
tested andlor evaluated as Summarized herein to show compliance with the Florida Building Code
Seventh Edition QUID) and Is. for the purpose intended, at least equivalent to that required ivy the Code
Re-evoluation, of this product shall be required following parfitterra Florida Building Code moiliftaflons, or
tevIsforts.
Substantiating Data:
. EfflD=EVALyATIOND0CUNg_Nn
EX drawing #20-31643 Mad 124ga Galvanized Steel $form Panels (HVHZ & Non4IV14ZI', sheets 1-6,
prepared by Engineering Express, signed & sealed by Frank Bernardo, F.E. is an integral part of this
Evaluation RoporL
- 1UT REPORT§
thiromi stak structural parlermance has been lasted in accordance with TAS 202 test standards per teat
report(s) OBT-ASC-17-00i by Blaclowater Testing. Inc.
Large rnaralle impact resistance and cyclic loading performance has boon lesteal in accordance *In TAS
201 and TAB 203 test standards per test report(s) #ST-ASC-17-001 by Blackwater Testing, Inc,
- STRUCTURAL gWNEET4N2 CALCULATTIONS
Structural engineering calculations have been prepared which evaluate the product based CA
comparative and/or nations) analysis to quality the following design criterts:
1� Maximum Allowable Spans
2. Minimum Allowable Spans
3. Mkilmurn Gloss Separation
4. Anchor Spacing
16 0 SW 12'" AVER OE S UlTe 106, 0 Et UffELD SEAC H, FLORIDA, 334 42
(954) 354-0666 1 tSGS) 396-9999
TEAm@Er1GtNEFRtNGExPREss.ccM
ENGINEERING
Pege2ol`2
All American Shutters and Glass — 24ga GaWanized Steel Storm Panels
No 33% increase in allowable Rims; has been used In the design of thi's product.
Separation from glazing is not required for instaltatio" outside of wind zone 4 and assentiat facilities
Impact Resistance:
Lorge Impact Resistance has been demorratrolUed as evidenced in proViously Uteri test reporf(s)� and is
accounted for In the engineering design ofthis product.
Wind Load Resistan ce
THIS product has been designed to resist Wind lootts as indicated in the span schedula(s) on the
respective Product Evaluation Document (Te, enigmsering drawing),
Installation
Tbjs prodUct shall be installed in sisrat compliance with its respective Product Evaluation Document ri,s
snVinaefing drawing), along with all components noted therein,
Product components shalt 00 ofthe material specified In That faddirct's respective Product Evaluation
Document (Le� engineering drowmg)�
Limiltations & Con ditions of Use:
Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e.
ervineoring Orawfog) as noted herein,
All supporting host structures shall be designed to mist all surperurposed toods and shall be of a ""no]
listed in this produers respective anchor schedule, Host structure Conditions which sire not accounted for
in this poducts respective anchor schedule shalt be designed for on a sits -specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion. contamination. and
other such damage at all tfirres.
This product has been designed for use whom and outside the High Valocity Hurricane Zone (HVHZ).
Frook Bermardo, PE
ENGINEERING EXPREssO
#PF0046549 � Cen, Auth. 9885
150 SW 12- AVENUE SUTTE 106, DEENFigl.i) StACH, FLQ410A �3442
(954) 354-0660 1 (866) 396-9999
TEAM @ENr INerRINIREXPRESS.COM
ENGTNkkFQ"GEXPRCSS1COM
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INSTAUAT19N DETAILS MR 5ERIES 2000 E—Z HANG STORM PANEL
INTO POURED CONCRETE, QN091E BL"K AND WOQD ST899JU
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CONC TAPCON
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CONCRETE BLOCK ANCHOR 111 12' OX,
REQUIRED.
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N FLOAT , BUILDING CODE �Nt;n HILh Velz!u Hurricane Zone)
o.441 .204, UL"Im W_ Nt.
24 GAGE IIALVANIZED STEEL STORM PANEL ORN" ar
1. INSTALLATION ARE ONLY VAJO FOR MAX� A-S.D. DESIGN
PRESSURE RATING +/- 40�O R,*J, AND 6'-0' MAX
�di% GLIOUL PROTECTION FROMM, LLC.
PANEL LENGTH. IL ECOoiac WTPI
'Roo sly. st SIRIV
2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD om r, 5331.
MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECWIC PHO&I 06010*_�Pl No, ("'tta-0ni 20-; 75
WAWNA
DENSITY OF 0,55 OR EQUAL, �owv'.
07
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
-OBSTRUcTI ON
(LOC�I IQN MAY VARY�
PANELEMAY8E TCH111,1511EQUIRED, tOPTIGNA'� '-1UETTTCH
T.. AND BG SWIT WMHEREP
ANCHdRS,ARE U%EO WHjCH SATIE;Fy WX G TS FASTENED @
SPANS ABOVE& BELOW MST N . OVERLAM 1; KDSPAN (U
APPROPRIATE SPAN TABU
VERTICAL MOUNT ELEVATION
/T'N (NOTCHED PANELS)
\-I-/ NITS, ELEVATION
L 910 NAL INTERIOR FASTENING DUA�IL
3PAN!
11 ENTE
O,C PANEL FASTENER SPACING TABLE VALUES —
ALL -W- AND -W-HEADERS IINC�UDPIG BUILD) OUT
CONDITIONS),
3, UNM INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAM
I ENTER 5PAN SCHEDULE WIT" FOSIITV5DMGR LOA TODETER14INE
MINIMUM ALLOWABLE SEPARATION FROM THEOPENING ME PROTECTED
2, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOAD$ ONLY,
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NFJT 1,413HER
LOAD.
3, FOR INSTALLATIONS OUTSIDeOF THE HVHZ AND OUTSIDE 00 ESSENTIAL
FACILITIES IN ASTM WIND ZONES) THROUGH 3, THE ULAS!5 SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED MING 15 RMI ED.
DESIGN PRESSURES- Z5i:YAI:1V.
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AS NOTED IN DES N
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11 Z emux, 12 =27 1677 ITT, 1 0, �25` 160, x
?.� 12,5"
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ANCHOR NOTES:
V)
I ANCHOR SCHEDU LE APPLIES TO ALL PRODUCTS, CERTT FIED HEREIN, BUT ONLT PROVIDES
ja
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MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM AULQW,�BUEsPANS AND PRESSORM, INDICATED 'a
Z ENTEFLANL+iCR5CHEDLILEaASEDON�'ANELFA57ENERSPACM,7HEM�WrMG!5TPUC;TLIRE
IN SPAN SCHEDULE SHALL APPLY,
MATEiUA1_,&ANtCHDR'T'fPE. SELECT DESIGN LOAD GREATER THAN DR EQUAL TO NEGATIVE DESIGN
E M V001 011111, N 3 LOAD ON SHUTTER AND SELECT SPAN GRE&TER THAN OR EQUALTQ SHUTT ER 5PANS ELECT
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LEE 9.25" O-C PANEL FASTENERSPACING TABLE VAWES FOR
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a, CGNCRFEANCHOIU� NOTED HEREIN SHALLBE CM6FDDGOTQ Uff�CRAWD WNQoETE ONLY�
9, WHERE EXISTING STRUCTURE IS WOW FRAMING, EtfISTI NO CONDITIONS MAY VAtff. FIELD
VERIFY THAT FA5TENEFS ARE INTGADEQVATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
fl), WHERE AN "OR5 tIE
CENTER OF NGMI IAL 2'1;4�4(MIN.� WOOD STUD Nl��Z!%�.,.ISTAG,-1 CE . AB = FOR WOOD
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FRAMING). WOOD ST I BE WuTHERN LAG SCREW
SHA ILL HAVE PM LLI;S PAN HEA D OR HR HEAD,
I L - REMOVABLE ANCHOR5 ARE. DEWALT PANELMATE, ALL-F3111ITS SOLID -SET a BRA5E RUSHING,
L2 MACHINESCRiEWS SHALL RAVE lt(2- MINIMUM ENGAGEMENT OF THREA DS INTO THE BASE CQ"MWSfWeEMO=FE
ANCHOR AND MAY HAVE EITHER A PAN HEAD UISS HEAQ,,Qk WAFEP HEAD (SIDEWALK 5CLT) U_N�O
M TATP
11 MINI IJM EMBEDMENT AND, EDGE DIST NCEEXrLUDeGSTOCCOOPL-OTH�A�'�AU-RNISHFS, 20-31543
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IS, * DIRECTMOUN"PINGDEINDITIONS-
ib- LINEAR INTERPOLATION 5 NCIT PERMITTED. Pv� U5EWjTH THE ANCHOR SCI�EOUU5 1,15TEG'ON
THIS SHEET.
ALLOWABLE PANEL SPAN St GLASS
SEPARATION SCHEDULE-
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