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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
RA or R/A or R.A.
Return Air
ABV or Abv.
Above
FLR or Fir.
Floor
RAD or Rod.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAG or Rag.
Return Air Grill
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
REC or Rec.
Recessed
AFF or A.F.F,
Above Finished Floor
FP or F. P.
Fireplace
RECEPT
Receptacle
AHU or A.H.U.
Air Handler Unit
FR OR
French Door
RE F or Ref.
Refrigerator
ALT or ALT,
Aftemate
FRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REQD or Reqd.
Required
BF
Bifold Door
FTG or Ftg.
Footing
RM or Rm.
Room
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RND or Rnd.
Round
BLK or BLK.
Block
GALV or GaIv.
Galvanized
RO or R.O.
Rough Opening
BLWorBLW.
Below
GC or G.C,
General Contractor
RS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GF1 or G.F.I.
Ground Fault Interrupter
Sc
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SO or SO.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BID or Gyp. Bd.
Gypsum Board
SGID
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HDR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
CLG or Cig.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SO FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SQ or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KNVALL or KIWall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connecbon
KS or K.S.
Knee Space
TB;
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
LL
Lintel Length
TOM or T.O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O.P.
Top of Plate
OBL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cemenlitious Finish
MAX or Max
Maximum
TR
Towel Ring
DEC or Dec.
Decorafive
MC
Medicine Cabinet
TRANS WOW or Trans.
Transom Window
DIED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
LIC or u.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min
Minimum
UCL
Under Cabinet Lighting
DIST or Dist.
Distance
MIR or Mir,
Mirror
LINO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
Vorv.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stock
MONO or Mono
Monolithic
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro.
Microwave
VERTorVert.
Vertical
DV or D,V.
DryerVent
NTS or N.T.S.
Not to Scale
VIL or V.L.
Versalam
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTR or VTE
Vent through Roof / Extedor
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W/ or w/
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
E LEV 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)
WDW HDR or WDW. HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W.H.
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WIC or W. I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHLF or PH. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
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. Powder Room REV. 06.23.22
1 1
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 BEAM 150 MPH ENG.
08-27-19 4.1 ENG. REVIEW FOR 150-C MPH
09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA
12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB
12-15-20 4.4 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.
Im 1E INI INI JX 119M
1941 B 1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1 FLOOR PLAN
2 1 NTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM D ETAI L S
4 ELECTRICAL PLAN
V
5 ROOF PLAN
6 FOUNDATION PLAN MONO
7 ROOF FRAMING PLAN
8 LINTEL PLAN AND DETAILS
SN STRUCTURALNOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
WIP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALNUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear informabon. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges; will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the 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. Engineees signature and seal is only for
the structural engineering portions of the drawing pages bearing
Enginser's signature and seal,
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W1 112'
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X10 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2-
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. ee Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25J
S.H.
13
20 X 38 J
18 4 X 37 J
S.H.
14
20 X 501
18 4 X 50
S.H.
is
20 X 63
18 4 X 62 4
S.H.
16
20 X 72
18 4 X 714
S.H.
11-12
27 1/4 X 26
26 X 25 4
S.H.
11-13
27 1/4 X 38 J
26 x 37
S.H.
11-14
27 4 X 50 J
26 x 50
S.H.
11-15
27 JX 63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 4 X 25 1/2
S.H.
23
37 J X 38 J
364X 37 314
S.H.
24
37 J X 50 1
36JX50
S.H.
25
37 J X 63
364X62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52 � X 25 4
S.H.
33
54 X 38 J
52JX37i
S.H.
34
54 X 501
52 J X 50
S.H.
35
54 X 63
52 J X 62 J
S.H.
36
54 X 72
52 J X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
TIE WALLS TOGETHER BY ROTATING
BLOCKS EVERY OTHER COURSE
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302-6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
an yp. . or equiva en .
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above 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
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET H SEE SN SHEET
140MPHUMMEN
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
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TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
25-SH
25-SH
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
EGRESS
EGRESS
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
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FLOOR PLAN - ELEV-Al
SCALE: Y4"=1'-0"
AREA TABULATION "All'
1ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
ENTRY 20
TOTALAREA 2372
PATIO 23
INSULATION REQ.
LOCATION
R-VALUE /TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED_
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFTFACED
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To the best of the Engineers knowledge, Infonnation and belief.
the structural plans and specifications contained Within these
drawings comply with the 2020
Florida guilding Code -
Residential
7th Edition. Enginser's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SHINGLE ORTILE ROOF PER
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To the best of the Engineers knowledge, information and belief,
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the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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General Notes
ROOF CRITERIA:
* 12" OVERHANG U.N.O.
* PLUMB CUT FASCIA ROOF
* PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
or uoverin
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1.1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1063 or C1787, or as otherwise
approved. (Refer to sheet SN1 for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-l" crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1063 & ASTM C1861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702. 1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the extedor wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied In
accordance with the manufacturer's instructions, All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Seff-adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturers recommendations.
REV. 09.24.21
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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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SHEIET NO.
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1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
101. drawings comply with the 2020 Flords Building Code -
4" Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
10.. Engineer's signature and seal.
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
15OAr2OOA INDOOR
NEMA 1
150 AMP/
200 AMP
to lights & outlet$
to appliances and GFI
to WH
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200 amp
150 amp
UNDERGROUND
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IN/
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4 Bare Cu Ground
A�
BONDING
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#4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 17,250.94
j CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
1. Electri I outlet heights as measured Yom finished floor to Inter line of the box to be: 16 Ar r kgenerai).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44"AFF
Bathroom 39"AFF
Laundry Room 36"AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44"AFF
Range 2"AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is Intended for bid purposes only. All work shall be done In strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed In accordance With UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the Installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hard%#Ared into an AtC 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 oubet
every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range Is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
FEFw.P.
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
L.Ph
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SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
14
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
412)1,
I MINK
EXHAUST FANILIGHT COMBINATION
12
ELECTRIC DOOR OPERATOR (OPTIONAL)
[C- �H
CHIMES (OPTIONAL)
R9
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
WWI
ELECTRIC PANEL
MLJ
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
III
14 It
AV - )II? VIN.,
PLUMBING RISER
NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS
BE VERIFIED WITH PLUMBER
FOR MICROWAVE RANGE
HOOD PER SPECS
RECEPT.
FOR ALARM
SYSTEM
VERIF
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ELECTRICAL PLAN - ELEV-Al
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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Attic Ventilation
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
Attic Ventilation to be In compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
1/150 Rule 1/300 Rule Ridge Off -Ridge
space. The ventilating area may be reduced to 1/300 provided that at least 40%
(No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt.
but no more than 50% of the required ventilation is provided in the upper portion of
Req.) (Ft.)
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
Total
(measured vertically) below the ridge or highest point of the space, with the
Ventilation
balance of the required ventilation provided by eave or Cornice vents.
ATTIC Provided
SQ. FT. SQ. IN. of by Upper
'-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAW
SPACE So. FT, Total SQ.
SQ. IN. of of vented IN. of Of ventilation to SQ. IN. of SQ. IN. of Ventilators
(Values to be verified with Manufacturer Specifications)
* OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev)
- SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT.
required needed required soffit by upper
e STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
needed ventilators
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
* LOMANCO DECK -AIR (Shingle Roo� - 9 SQ. IN. OF NET FREE AREA / FT.
- --------
..Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In, Needed) 9 (Linear Ft. of Deck-Adr Needed)
Main
28 1
Floor
2373 227 1139 81 570 5580
(Zone 1)
420.0 0 17
"NOTE"
GENERAL
CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
6001M MONO M.M
ZONE-1
ATTIC SPACE
2373 SQ. FT.
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To the best of the Engineses knawledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SLOPE
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CONC. GROUT FROM FT. TO BEAM COUNTY ONLY RECESS FOR FRT. �OOR
VERTICALS; wl in
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4--0"
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TYP @ ALL PLACES SHOWN SLAB OVER 6 Nflt:MSQUEEN 0.41 4"BELOW FIN. FLR. -1.
HOOKED FTG. DOWELS 5" EMBED I VAPOR BA",EA ................... ............. ............ ..................
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LOW WALLS III OPT, � :
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CONDITIONS
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FOUNDATION PLAN MONO - ELEV-Al
SCALE: Y4"=V-101"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F- OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE I BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
CD
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CONTROL JOINT DETAIL
SCALE: 3/4" = V-0"
#5 CONTINUOUS
REINF. SEE FIND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
*Alternate:
rhe reinf. bars shall be
-ont. around corner by cold
ending the bar wl min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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Residential
7th Edition. Engineer's signorWre and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA (+) VALUE DENOTES PRESSURE
C y 1-1 %/Al 111= DENOTES -QHr-.Tlr)N [4:12]-(12:12]
lov Cx; I a=4ft
AREA ROOF 1 2e 2n 2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57
-38.22 -38.22 -60.99 1 -60.99 -60.99 778,5�8
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Yj�'EXP. 1 �Yje) or 1V32" EXP. 103/16)
![LEI %2" EXP- 103/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED
r5 ACr1Al ClrQ'? 13000 nA 12- 1 I)n- KI Ali 42
VVI I rl AS I nn r lbbi Hollo-va lUu ke-A x U. IJ I ) NAlLo U - k X. 1
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
CL
E
L)
CL
CL
4)
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
1
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 1
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015 1
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
50ANCH. / (26) 1 Odxl -112"
HTT5
5795
5/8" ANCH. /(26) 10d A-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" SIDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
100011080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
—
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
—
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 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 W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 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
w/ (32) 16D SINKERS &
LUGT2
3100-M 4520-F
31 00-M 3800-F
w/ (32) 16D SINKERS
(14) 1/4" x 2 1/4"TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
15jO
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1 1010
605
1 12 - 10d
SPT24
1090
12 - 10d
HCP2
1 590
555
1 12-1 Od x 1 1/2"
HHCP2
680
570
(20)10d x 1-1/2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24-
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.1 28"x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 $0. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING I
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
12 1 —J —(A)
. C��TTMER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FRAMING PLAN - ELEV-Al
SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, info;7nation and bell of,
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 engineeling portons of the drawing pages bearIng
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical call reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4- and
longer with a nominal height of 8" meet or exceed Ull 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a Coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load-- Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
M M M
81-44 IB/1T8F40 1B/1T 8RF400B/1T 8F32 1B/1T
(a (-P) (15)
\L1 �Ly S
9
20�Z�_L#5 BM CONT.
8F 12-1 B/1 T
(0
"V" LINTEL DETAIL
SCALE - N.T.S.
W",
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TYPE DESIGNATION
# REBAR AT TOP
rMIN. (1) RECID
ALTERNATE POWERS
F = FILLED WITH
GROUT / U = UNFILLED
1.1 /
'd LEAR
STEEL LINTEL
R = RECESSED
;�
QTY. OF #5
F_ REBA @ BOTTOM
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MATERIALS
16 GAUGE POWERS
T.77F `pri�ntels = 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 30DO psi w/
POWERS STEEL BOXED LINTEL NOTES (ALT.)
4. maximum 318" aggregate and 8" to 111" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1. Refer to manufacturees specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
Refer to manufacturers specifications.
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plarddetails for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the camentibuos coating. See contractor specifications
L�NTEIL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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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 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-114.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5rTMS 402-16 & ACI 530.1-16, ASCE 5rrMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEADLOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1,10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C', IMPORTANCE FACTOR '1"= 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 ASCEISEI 7-16
2.5.
DEFLECTIONS:
2.6.1.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 I A615M-12 MIN. GRADE 40, Py = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3'
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2-
C-I-P CONCRETE NOT EXPOSED:
1 V
GROUT FILLED MASONRY:
Y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2.
CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32"EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. AND TIE DOWNS:
-FASTENERS
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'.
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boraoore 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-inspecdon 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
1 �-O" away from the building side walls.
3. Inigatiorls rinh11 sybteMs�ncludinj all iri�eq, an'
heaT
spray s s allir n a in alled vin hin 1 0 of the building side wall.
4. FBC-R R318.7- To provide for in
Ig
,"n for termite infestation, between
. 11
wall covering and final earth gra a she I not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must De
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 dilutipn. If r4inf 11 occurs befdre vapor retarder placement,
retreatment is requir:T
9. FBC R 31861 5d IC nrcremonve o and mortar along the foundation perimeter
mu�
i Urem Ve eis a e op
By
I treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vprtirl chemical barrier must be installed after
construction is complete, including andsca in
p tr, and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be re Bated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of com iance must be issued to the buildin apartment
b a, licensed pest control company 0ore a certificate of occupancy will%9 issued.
Tge certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# EN D ZON E IS ON LY WITH I N 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, InGnation and belief,
the structural plans and spedfications contained within these
drdwings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineees signature and seal is only for
ft Wuctural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4%1" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:—) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
1111 CE11:\ STD. 900 HOOK F BOND BEAM
SIMPSON MGT
U) w/ (22) 1 Od
uJ NAILS TYP. GIRDER TRUSS
CONT. #5
STD. 900 BAR 2X TOP PLATE
CONT. #5 HOOK
BAR ---, F7�1�_. F
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
5/81
THRU
BOLT
2 X B,U.0
BOND BEAM STEP
SCALE: N.T.S. SIMPSON MGT
w/ (22) 1 Od
2nd FLOOR NAILS TYP.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 META12 TSS
SEE PLAN FOR REQ'D K, -UP COLUMN DETAIL INSTALLATION @ MID SPAN
SHEATHING PER PLAN BUILT
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW NOTE:
FOR BLOCKING/TJI UPLIFT VALUE
IS BASED ON
MASONRY WALL OR
Tt S.P.F.
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR LOCATION OF
Solid block all posts from STUDS
above to bearing below. SECOND H 1 OA
(WHEN
SECTION @ INT. BRG. WALL SIMPSON H10A
DOUBLE JOIST CONSTRUCTION REQUIRED)
w/ (18) 1 Od x 1 1/2"
N.T.S.
(Not required if both loaded equally from above) NAILS
Filler blocking 1/8" min. I Small, gap 21' min. UPLIFT= 1015#
2" max. 4" max.
1/8" gap Web Stiffener Fastener Schedule
7 Joist 6 aring Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A
V ..Series Depth End �, —Intermediate�
INSTALLATION
9-1/2" 2_8d 1 2-8d INSTALLATION
i BCI 5000s" 11 -7/8" 2-8d 3-8d
/171" 1 2 8d 5-8d
Clinch nails �.9-114/"2` �__.2:8d 2-8d
when
iBCI 6000s 11-7/8" 2-8d 3-8d 4" MIN. EMBEDMENT
110AIX 1 1 /2'
01
possible
NO I BCI 65oos8F___f4 �-8cl 5-8d
y 16" 2-8d 6-6d SEE SCHEDULE FOR
1) Support back of web during nailing to prevent damage to 7 11 -7/8"- 2-8d 3-8d a SIZE AND QUANTITY
web -flange connection. z BCI 600 r 14" 2-8d 6-8d OFFASTENERS
2) Block solid between joists for full length of span. Tight fit -------- A 6-8d 0
16' 2-8d
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d
2x4/Plywoo,d/OSB web stiffener 2" min
BCI 90se 14" 5-16d 5-16d 0
4) Place joists together and nail from each side with 2 rows of 1 Od nails
4" max
1. requimu men inui ted or fo 0-1 ul 0-100
16GAxl-1/2" LONG (3/4"-1 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing.
CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
O.C. VERT INTO STUDS top flange of joist.
(NOTED THUS:—) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hinher than 15001b
METAL -LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" 0-001
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 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
STUB -OUT FOR -011
L 1 9 -1
GAS METER 0 0
0
04
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL.
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2- X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16t-511
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2- X 12- @ 16' O.C.
19-4t
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2' X 4- @ 24- O.C.
6-1"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
F-611
(2) 16d TOENAILS
2' X 8- @ 24" O.C.
111.011
(2) 16d TOENAILS
2- X IT @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12- @ 24- O.C.
151-411
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCl(5Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000S 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 112"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
I
BLOCKING PANEL, INTERIOR
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS
BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer -,,,--Plumbing
Vertical load transfer =1 900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION HTS INSTALLATION
Load bearing wall must stack meet over wall, or wall stacks directly over wall or Li
beam below Load bearing wall must stack over _J
over squash=20 blocks and
*Non -stacking walls blocking and wall or beam below.*
wall or beam below.*
require additional
Joist
consideration. Check
local building When joists meet over wall, provide
13/4" minimum bearing for each, I -Joist can be offset
code for appropriate PLUMBING LINE
up to 3" to avoid
One 10d box >
details in
K vertical plumbing
0,
w
-20 sinker TOP (2) #5's x 4'-0"7
areas=20 of high or
lateral load. nail each side X CENTERED @ PIPE PVC
3" max OR SCH40 SLEEVE
PENETRATION
at bearing. A/C CHASE 4" PVC -
JOISTS OFFSET
oc
W'e
1314
SLEEVE THRU STEM
N.T.S. A
WALL 4
i a equate bearing Use 1 Odx3" nails at 6"o.c. for all joist A 4*
!no w A
for each lapped joist. blocking panel *Non -stacking walls it
9 1 4,
00
Squash block 10d nails require additional consideration. I I—
FINIW GRADE
(2x4 minimum) SECTION @ INT. BRG. WALL
Bearing wall, Versa -Lam LVL or N.T.S.
Glulam Beam
MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES D (KNOCKOUT EXEMPTS)
(see table below) D
V (see table below)
DO NOT Cut, notch
or drill flanges
9
CID
L2&
A IY2" ROUND HOLE MAY 611 DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" 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 1Y2"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.
Joist hanger
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
4
FOUNDATION INFO 4
>
STEM FOUNDATION
r— GRADE MMKIC Or-r- 01 AM
iller w oc
Nail with
10-10dnails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2"gap
Backer Block
'7op Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
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
lo
0.6 X Joist
depth
ID
I -JOISTS BUCKETS
N.T.S.
4.
A/C CHASE 4"PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
N
SEE FND. PLN I
SIZE & R
PIPE VERTICAL THRU FND.
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-O"—\
CENTERED @ PIPE PLUMBING LINE
PENETRATION I
A L
Al
\A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
A
A-0
. 4 4
A-t4
IT
SEE FND. PLN.
SIZE & REINF.
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To Me best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Flodda Building Code -
Residential
7th Edition. Engineers signature and seal Is only for
the structural 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
1 (TYP*7) VARIES
INSU
5/8" OR 1/2" HIGH `
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL_j
NAILER
STD. 90-HOOK (SEE DETAIL
V
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
INTERVALS NOT EXCEEDING
@ 16" O.C. W1 (2)
10'-0" (R302.1 1)
16d TOENAILS T & B
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
PRE ENGINEERED WOOD
APPLICABLE.
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE
1/4" DIA, X 3 1/4" TAPCONS @ 24" 0/(;
ci
HURRICANE ANCHOR @ EACH
@ 6" MAX FROM END OF 2 x PLATE
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
MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO
A v
BE IN ACCORDANCE w/ ASTM
9
D7158-CLASS G or H, or ASTM
D3161 -CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
0
or.
CODE 7TH EDITION (2020)
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT
rG G
ELEV. VARIESk
SEE TYP. WALL SECTION
SCALE: 3/4"=1'-0" 'I'l S3
-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 "S" MORTAR
-ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.--/
t=IF
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
r%
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. S--�LAB\\
c,)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
Q
TO CUT BLOCK OR POUR
MUNICIPALITY.
A
CURB DUE TO SLOPE
CONCRETESLAB W/ 6XI
/-NOTE: EXTEND
W1.4XW1.4 WWF OR
a
DECO FINISH 4" to 6"
TIBERMESW
BELOW GRADE
At,
;0
Cn
;0
6 MIL VAPOR-/
BARRIER
COMP. SOIL.
(COMPACTED TO 950/c
MODIFIED PROCTOR
ASTM D1557)
3-
MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
1-4- (1 STORY)
STD. 90 NOOK (SEE
U.N.O.
4"
V-8" (2 STORY)
.
DETAIL)
TYPICAL WAL L SECTION
rA
SCALE: 3/4" = V-0"
�3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB
1411
PAVERS�
O.H.D. RECESS 'T z
,M.�
Cn
d
4"
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
1'�"
(11 STORY)
/ V-13" (1 STORY w/ DEPRESSED SLAB OPT.)
V�8"
(2 STOR
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S. `ill �3
ADDITIONAL INFORMATION,
__Tv11F
_rv/17
6zi- -_ 4� -+-;zi 6zf- -, -A- -7-- -6;;d
5/8"OR 1/2" HIGH STRENGTH ,� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH - // \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.11l (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR V8" 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"x`16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. SIMPSON SP2 w/ Hx S.P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL ,.,-Fx 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) 700/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION 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 "SIMILAR AT FOUNDATION ONLY"
IMPSON SP1 w/ (1110) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS
5/8" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
7*0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
C7 ELEV. 0'-0" OIL (ALT: 1/2"x`12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
A.F.F.'*" O.C. OR 5/8"x10'WEDGE ANCHOR A x 6 W1.4 x W1.4 INCLUDE THE WALL 2s'
@ 24" O.C.) 21' WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH
ELEV. 4_3 1/2" z 3 1/2" M IN.
9L
3 1/2" M IN. /6 x 6 W1.4 x W1.4
2x4 CO
NT7-�//
1/2"(min.)4
/2"(min'
.1 A )- 4" 2e
C14
;0
r
3 1/2"(nl) 7 4'
/2"(min.) - 4"
GARAGE DEPTH VARIES
IT
(2) #5 CONT. 11-411 8.1 (2) #5 __NT. .4. .4-
U.N.O. MIN. U.N.O.
GARAGE SLAB AT STEP TYPICAL BEARING WALL 0 STEP (a) SHEARWALL rc�� TYPICAL BEARING WALL @ STEP
SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" �, S3 ) SCALE: 3/4"=V-0" S3
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. STU S; 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
GO" "
\SID
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
LOAD BEARING OR
INSULATION PER FBC AND ENERGY
2x BLOCKING HORIZONTALLY@
EXTERIOR WALL
81, C_-M U -
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
//__1"xPT STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
NOTE:
SEE SECTION C/S3 FOR
10'-0" (R302.1 1)
#5 VERT, IN FILLED CELL
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
SEE CCIS3 OR
LAYERS W/ TOTAL THICKNESS 7/8" OVER
-1/2" GYP. WB (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.
a K.O. BLOCK
10d NAILS
5/8"DIA , EXPANSION BOLT @24
(IF NO UP LIFT ON
@ 24- O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
2x P.T. PLATE
JJFRO
O.C. W/ T' EMBEDMENT (MIN. SHEAR
WALL SEE GG/S3)
(6) 1/4"x3 1/4" TAPCONS
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20' MIN. LAP 124" MIN. LAP)
#5 REINFORCING
x
SPACE ANCHOR
)R
3500#, MIN. TENSION 2600#)
*SIMPSON SP1
SPACED EVENLY
FIBERMESH
BAR
BOLTS 6" MAX FROM
6 x 6 W1.4 x W1.4
w/ (10) 1 Od NAILS
a
C14
2x P.T. PLATE
WEEP SCREED INSTALLED
X
END OF 2" x PLATE
WWF OR FIBERMESH E
TYP.
ASSUMED FINISHED
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
W
0
A JL
L - 11 . v :��, I I ,
GRADE
;i
#3 & #4 LAP SPLICE
GRADE 40 MIN. l 40ksi
><
X zi
a.
A
A
MONO OR STEMWALL
FINISH GRADE
I
26' MIN. LAP [30' MIN, LAP]
[GRADE 60 MIN. Fy ;il
'/
CL
x 5
7."
la,
1>
)<
Luuj
FOOTING MONO SHOWN
FOR CLARITY
z
00
,7ARRI RM.
6 MIL VAPOR BARRIER
'A
;0
R 17/8"
< w
OF-V
_rr
A A
.......
#5 REINFORCING BAR
#5 LAP SPLICE
(2) #5 CONT
A
NOTEG
*FOR
COMP. SOIL, (COMPACTED TO
A
....... .. ..
36- MIN. LAP [36- MIN. LAP]
XXX/XXIA<
ON 3" CHAIRS
8f.
11'4'
811
BEARING WALL
101,
(TYP-)
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
Jr.
Nr
j__
D1557)
----#6 REINFORCING BAR
#5 STD. 90 HOOK
411 11,411
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
FRAME WALL TO C.M.U. WALL CONNECTION
rD"'�
TYPICAL EXTERIOR FRAME WALL FOOTING E�
REBAR DETAILS
WALL w/ UPLIFT
rG
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41.7-0"
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/4"=1'-0" Ill �3
SCALE: N.T.S.
�3
SCALE: 3/4"=V-0"
�, �3
SLAB INFORMATION.
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
SEE PLAN
11/2" RECESS FOR VARIES
6 x 6 W1.4 x W1.4
31/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
(min.) 4"---,
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
4
AT 24" O.C. MAX. x
CONNECTION INFO
4 d
GRADE
x
SEE PLAN FOR
& LAYOUT DESIGN
;0
� L
TOP OF BEAM
a
(1) #5 REBAR W/ OPT.
;0
E
A
Cn
E NCLOSURE
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
C-4
CONNECTION INFO
Cl)
.4
MIN.
TYPICAL THICKENED SLAB EDGE
SCALE: 3/4,.=1'-0" Ill S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS ZE
Q Al
4 A.' 11
00
4
SEE A/S3 OR J/S6 VF_
FOR REINF. INFO. 3" MIN. CLEARANCE
1-4- (1 STC RY)
V-8" (2 ST RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
01LU-13" CONT. BEAD SEALAIS
INTERIOR
-3112"
4
CONCRETE NAILS W 1 1/2
EMBEDMENT @ 12- O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN,
TENSION 120#) CONCRETE SLAB--.
a
;0
a
Q I
cl) 6 MIL VAPOR
BARRIER
2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8"
MIN 7/16" O.S.B. SHEATHING
z ATTACHED PER NAILING FOR REINF. INFO.
co 0 SCHEDULE OPTION #1
!Lj ll
C: SEE TYP. WALL SECTION FOR ADDITIONAL
* aj, SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
::g
Uj
COLUMN SIZE AND BASE
i3
LU
Ill
CONNECTION INFO.
SLAB STEP & RECESS
S.G.D.
M
'I'l
SCALE: 3/4.=11_011
�3
2X STUDS @ 24- O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS
Ill MASONRY WALL AND
GARAGE
COLUMN TO PORCH SILL
AT 8" O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS
W/ DRYWALL SCREWS @ 8"O.C.
TO FOUNDATION PAD E!�t
a
INSULATION PER CHART
z
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL
MAT REINFORCING. Q
ON FLOOR PLAN
Uj
SIZE VARIES PER PLAN
CONT, BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
00 z
FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W 11.4
i3
LLJ
-
-----
SIZE AND REINFORCEMENT)
_j
Z x
LU
WWF OR FIBERMESH
tz W
0
A A_j
BRICK PAVERS or SLAB PER
U.1 (n LU
00 L)
z
0'-0" FIN. FLR.
C701 MMUNITY SPECS
U_
li�
",-FOOTING
LU
-J
_1
BEYOND
Tr_
PAD REINFORCEMENT—/
3" MIN. CLEARANCE
SE F LINDATION
(SEE SCHEDULE)
FOOTING
WIDTH
4" 14" CONC. PAD INFO.
SEE SCHEDULE
INTERIOR WALL SLAB STEP NON-BRG. II �K TAPERED COL'U"'M"N' FRAMING rCD1�2 PATIO COLUMN FTG. DETAIL ( �N
SCALE: 3/4"=1'41 IN,,13� SCALE: 314'- V-0" \�� SCALE: N.T.S. �3
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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
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SEE TYPICAL WALL SECTION
(2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD
TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C
PLAN TYPICAL C.M.U. WALL (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE
1/2" MINIMUM CEMENT FINISH SCHEDULE)
(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER ASTM
SEE PLAN FOR HEADER //-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/81, 8" 7 5/81, 8" 7 5/81, 8"
C. 926 APPLY 3 LAYERS W/
CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER
FOR CLEAN -OUT
'---2x DEAD WOOD @ MID @ 8" O.C. OR 4d v METAL LATH. FIRST 2 LAYERS
POINT wif (3) 12d DRYWALL NAILS -SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER
MIN. EXTENSION FROM
DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK STEELAND GROUT STEEL AND GROUT 1/8" THICK OVER WATER
EVENLY RESISTIVE BARRIER
PLATE WALL IS 11/2" MAXIMUM FULL 8x8x16 BLOCK
EXTENSION FROM EXTERIOR INTERIOR SIMPSON SP2 w/ (12) 10d
HEADER FLUSH TO OUTSIDE OPTION WALL NAILS AT EACH STUD [-TRUSS BOTTOM CHORD OR 2X4
FACE OF BLOCK WALL IS 2 1/4" BLOCKING W/ 2-16d TOE NAILS
Ct ------ DOOR OPENING —.**.-.--DOOR OPENING -DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END
TO DRAIN REQUIRED
FASTENED TO TRUSSES WITH 8d
2xBLOC COMMON WIRE NAILS @ 4- O/C LU
KING @ EACH END W/ 10d @ EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING 0
4" O.C. FROM EACH HEADER FACE ;2�
O/C FIELD 9
TO BLOCKING WALL CLEAN -OUT rW� WALL F1 2x TOP PLATE
---(2) 2x HEADER SCALE: N.T.S. 1\ �4 Io I 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR
f z 11 (2) 2X4 PT STUDS UNDER HIP
PER PLAN F] EQUAL TO TRUSS BOTTOM
2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS CHORD OR BLOCKING
VARIE6 O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" 2x STUD @ 241,
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX.
SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT -PROVIDE P.A.F. NAILS OR
MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2x P.T. PLATE v EQUAL @ 12" O.C.
2 x 6 (MIN.) FRAME D� MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT.
WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT UPLIFT CONNECTOR PLATE TO CONCRETE
SCALE: N.T.S. SCALE: N.T.S. �4 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO.
�4 AND FILLED W/ GROUT
12 ------SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL
PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW
(TYP) SEE ELEV.
TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL � �E BEARING WOOD FRAME WALL,/ �j
CK PLACEMENT SCALE: N.T.S. S4 S ALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS; AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
(SEE SCHEDULE) BLO W/(1)#5 FOR CONCRETE 7 96 3/8"
UVUt5Lt 2A orr. oz
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD _j AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAI �LS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W1 (2) 16d TO
TRUSS BELOW
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
88" NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS)
7111 DOOR STOP PSPN516Z w/ (112) 16d NAILS e HTT4 w/ (18) 10d NAILS (3610# SPF)
0 MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 o HTT5 w/ (26) 1 Od NAILS (4670# SPF)
2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 0 0A e DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF)
06,, SPLICE STAGGERED .0.0
58" DOOR 0 0 o HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF)
o HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF)
e HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF)
J-BOLT
* HDUB-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF)
41
TRACK 1 Od @ 8" O/C o HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF)
3
BRACKET o 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"
EMBEDMENT w/ WASHER & NUT
ATTACH ALL 0 0 FOR DT T2Z USE 1/2" DIA. x 12" EPDXIED A.T.R.
DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT
10" - W/ 1A I 16d TOENAILS e FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R.
v 01% W/MOUNTING ANGLE ToYbPPLATE
-0 MIN. 8" EMBEDMENT w/ WASHER & NUT
3 1/2" - =:i_— � 11 11
NU I r_: FOR HDU1 1 USE 1 DIA. x 12 tVU,&ItU A. I.K.
1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT wif WASHER & NUT
FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL
NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC
FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
WIRE NAILS @ 4" O/C BOUNDARIES 6' O/C
EDGES & 8" O/C FIELD PORT HTT HDU TENSION TIE rN
WL @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK I( �K TOP PLATE SPLICE DETAIL rM
SIMPSON SP1 w/ (10) 1 Od VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS
NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. F= 2240 LBS �4
2x P.T. PLATE \-ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. I
5/8" x 10" "J" BOLT @ 24" O/C MAX Anr)D"Ilklr-'Qlr-QQTWAMr)P;:nHAI Tr)A,-n"INWInTHDONOT SIMPSON SIMPSON SIMPSON C) 011ADOnki QDA
W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG
STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S.
KNEE WALL ABOVE MASONRY WALL DETAIL rF
SCALE: N.T.S,
8" STD.qd'HOOK_/8._jj
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'0"WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1' - 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
1 (2)
(3)
(2)
1 (2)
(1) LSTA30
9'-16'
(3)
t (41
(2)
(4)
(2) LIRTA30
FFSP4 SP2 I
"Alvif"OUN OrIf
SP2
ROOFTRUSSABOVE
. 1. . .
1 F.
:T*_2XTOP PLATE 2X BLOCKING
I
.
OVERLAPPING
2X STUDS @ 24' O.C.
\\-NAILED
If 1 0'"J" BOLT
' "x "'
�LIZI"'�4-
INTO
(2) 16d TOE NAILS
O.C. MAX.
TRANSOM
1 Od NAILS @ 6" EA. BLOCKING
I N� PER
M (6i'mPLATE
BO T
TRANSOM FRAMING
FRAMING
STAGGERED
2X P T
SEE SECTION J/SS
WIDTH OF OPENING VARIES 4" -FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT PPLATE, AND K/SS FOR 2X8 WALL ABOVE
CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY
112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Spi
CRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1)
% \ SIMPSON SP4 -BOLTS @ 24" O.C. #5 CONT, &
S _j I
SEE FLOOR PLAN NOTES FOR SIMPSON SIMPSON- AX FILLED
REQUIRED CONNECTION P4
SP4 S
RECESS
7 5/8"X10" J-BOLTS
LINTEL
- @ 2'-0" O.C.
0 2-ROWS 12d NAILS STAGGERED :..I 2X P.T. PLATE
@ 12" O/C EACH FACE OR MASONRY WALL
FORM CREATES CONCRETE RECESS TO
2x4 RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl 0" OR 2X8 P.T. BOTTOM P�ATE�tj
3-ROWS 12d NAILS STAGGERED
OM.)
FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER
KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d \-5/8"x`10" "J" BOLT @ 24"O.C. MAX..
TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B
SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 11/2" AT EA SP4 � SP2 SP4
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: A 1 Od NAILS @ 4" 10d NAILS @ 6"O.C.
MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 __(1) 2x SILL PLATE W/ (2)
MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED A
FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER * EXTERIOR HEADERS: STAGGERED
K/S4 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0 0 TRANSOM FRAMING
BEYOND.
SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS �_NAILED INTO - - - - - - - - - N
IN PLACE CONCRETE --8x8xl6 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET DOUBLE 2x o OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES L PLYWOOD
GARAGE FLOOR SLAB ... 71 (2) 2x SILL PLATE w/ SIMPSON FRAMING 11_�WITH 8d COMMON WIRE NAILS @ 4" SHEATHING
TROWEL FINISH SEE CRIPPLE STUD LS30 w/ (6) 1 Od x 11/2" EACH O/C BOUNDARIES 6" O/C EDGES
TYPICAL (U.N.0 TRANSOM FRAMING
GENERALINOTES GARAGE DOOR TRACK SEE SECTION AA/Sl AND & 8" O/C FIELD
GARAGE DOOR ROLLER SIDE
SLOPE FORWARD BB/Sl FOR ADDITIONAL
FOR DRAINAGE GARAGEFLOOR CONNECTION ASSEMBLY "--2x STUDS TYP. DETAILS e SIMPSONSP4w/(6)10dxll2"
TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE —PLYWOOD
GARAGE DOOR
Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4 ON SP4 SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- a- 5/8"X1 0" J-BOLTS @ 24" O.C.
** HOLD DOWN -RECESS SIMPS SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o
MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 I MAX. (MIN. (2) PER BOTTOM
1 1 4 NOT REQUIRED @ I - �� - o PLATE)
SCALE: N.T.S. U 11 ...1 t
P.T. E -1 1 P_ I , 5/8" DIA. ATR EPDXIED
114 OT, PLAT BEARING WALLS NOTED ALTERNATE:
SEE PLAN FOR FOOTING — 1130TTOM OF MOUNTING B�E WITHOUT UPLIFT
DIMENSIONS ___`POUPED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED 2X8 P.T. 90TTOM MIN, 6" INTO BOND BEAM
BLOCK WALL. RECESSED SPACE GARAGE FLOOR. PLATE @ 24" O.C.
GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER �U) FRAMING DETAILS ABOVE ENTRY R�
SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ
SCALE: N.T.S. PARTIAL INTERIOR ELEVATION L5/8"x`10" "J" BoLTt @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER 60tTOM PLATE)
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To the best of the Englneers knowledge, information and belief.
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SHEET NO.
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CL.
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3
CS
SIMPSON HGAM11
W/
(4) 1/4"A 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. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 1 O/S5
BACKNAIL w/ (2) 16d NAILS
2x4 #2 SYP BLKG @ 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL wt (2) 16d NAILS
UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
1-7 SCHEDULE FOR SHEATHING DETAIL M0 CZWr-ATI4INn_\
NAILIN(-- r
45*±
45*
SEESTRUC TURAL
NOTES AND NAILING
2x4 CROIS BRACE
SCHEDULE FOR
SHEATHING DETAILY
2x4 KICKER
KERN
2x8 SYP#2 1" BRACE TO
APPROX. 8" FROM 0
0
@4.KI
@ 8-4' O/C..
8 _,O�O/C.
EXTEND AT LEAST 90% OF
RIDGE FASTENED AT
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
EACHJOINTW/(3) 10d
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48' O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT wl (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
BLOCKING
7/16" OSI3 SHEATHING
ATTACHED W/ 10d
END GYPSUM WALLBOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIPRT
1/2"CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7
OSI3 SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
L:�T
THROUGH CHORD
2"x4- LEDGER (MATCH BOTTOM CHORD L
EDGES AND 12" O.C. FIELD
" '
SLOPE OF ADJACENT SCISSOR TRUSS)
DETAIL
2"x4" CROSS BRACE-�
N
N
APPROX. 8" FROM
zz
RIDGE FASTENED AT
x
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
X
2x4 CROSS BRACE APPROX. 8"
(2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EA. END
NK
EACH JOINT w/ (3) 10d & (2) 10d
(NOT REQ'D WHEN
i
TOE NAILS @ EA. END
GABLE IS 4A "OR
x
SHORTER)
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
48" FOR THE
CDX PLYWOOD OR 7/16"
@ O/C
(2)16d
,,-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
END TYP. TOP &
AND 12" O.C. FIELD
BOTTOM ATTACHED
�
(2) 16d NAILS
W/ (2) 16d TOENAILS
I I
INTO 2
W
P.T. PLAT
I-
2x4 '7 ON T6P OF PANEL BLOCKING 2"W' P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. F�R
2x BLOCKING
WEEPSCREED THE FIRST (4) ROWS OF TRUSSES
FASTEN WITH 1 Od
3"
4" O/C SPACED 2x4 "T" ON TOP OF PANEL
"
""
"
"
INSTALLED PER MANUF. 1/2
x 8
J
BOLT @ 48
O.0 . . ....... .... WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. 011 BLOCKING, FASTEN WITH
IST
RE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
!
!
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 Odxl 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24--
GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 114"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
� �5
SCALE: N.T.S.
���5
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
.REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
SEE STRUCTURAL
CHORD BLOCKING
go
;o
NOTES AND NAILING
INFORMATION
SCHEDULE FOR
SHEATHING DETAIL
BACKNAILw/--//
I
vt
(2) 16d NAILS
-WOOD TRUSSES
to
go
2"x4" CROSS BRACE
APPROX. 8" FROM
-2X4 RAT RUN BRACING
12"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
4a
NAILS @ EA. END
ATTACHEDW/2-16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
K<(2)16d
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@48 O/C FOR THE
NAILS
2x4 BLOCKING @ 24"
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
1*
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
'
' ' '
DQ
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 w/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4'T'ON TOP OF PANEL
BLOCKING, FASTEN WITH
10dx3" @ 4" O/C
2x4 BLOCKING—N,,,,, 2x4"T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @; 4�"
4L
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL r5
SCALE: N.T.S. S5
2x4'T'BLOCKING
2x4 BLOCKING @
48"O,C.
16d NAIL
1" BRACE ATTACHED
W/ 1 Od NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB
SINGLE 1" BRACING DETAILK-6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING
48" O/C @
SS
GABLE TRU
�T�TRUSS VERTICAL
7_1
SIMPSON SP2 w/ (12) 1 Od
2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
(2) 2"x8" 1" BRACE
NAILS AT EACH STUD
, I
FASTENED WITH (3
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.
16d PER SIDE
r3
SECTION SECTION
SCISSOR GABLE 171" BRACE
SCALE: N.T.S. SCALE: N,T.S. � �5 AS PER HIB 91 SCALE: N.T.S.
REV. 06.08.22
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S5
1" BRACE TO EXTEND
LENGTH (SEE TABLE)
-GABLE TRUSS
—1 /2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
ETS AND 12" O.C. FIELD
JACK TRUSS
SEE PLAN FOR
OF H LAS LAW
20 "T" ON TOP OF PANF_L_j
EXT. WALL CONN. 0
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
1 0dx3" @ 4" O/C
L 2X4 BLOCKING W/
(2) 12d TOENAILS
NON - LOAD BEAROG LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U,C., SAME NUMBER OF ROWS, SAME SPACING)
E
SECTION
9
SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0"
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8
ADDITIONAL INFORMATION.
SCALE: N.T.S.
S5
SCALE: N.T.S.
�
�5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL 1
(2) 16d NA
(2) 16d PER
JOINT
Y)fX' MIN-,';FF M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
S5
12
6 MAX.
.9
S5
i
S5
GABLE TRUSS
12"
SH SCHEDULE
TTACHMENT
SYP BLK'G @ 16" O.C.
1 x 0.131 "
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ('10
SCALE: N.T.S.
!'L" BRACE W/ 1 Od @ 4" O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
L
F
T
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"12' BRACE W/ 10d @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1 OKTA W/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4'x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
0
\-BRACING w/ (3) 1 Od x 3" AT
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. 'db' NON - LOAD
BEARING LOCATIOR (UNEVEN CLG.)
SCALE: N.T.S.'
SEE TYP. WALL SECTION FOR 5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"X4" (U.N.O.)
1" BRACE
2"W' (U.N.O.)
1" BRACE
241f
0'0"- 31-011
T-O" - 6'-0"
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"XI 1/2' SDS
SCREWS TO TRUSS & (4) 114"x3" SDS SCREWS
TO PLATES (TYP.)
\-STUDS @ 16"O.C.
GABLE END BRACING DETAIL SCALE: 31N'=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 W/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-101" MAX,
LLJ
CORNERJACK
cc
z
Cr
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
� Aq
m
mm
mm
mor
mill
11111
111
1
mm
NOTE: 4OP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4--0- O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
R EQUIRED 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, 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
Engineers signature and seal.
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C:4-
DOOR JAMB (REFER 1X4 112" DRYWALL DOOR JAMB (REFER 1x4 /211 DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL
UCT TO PRODUCT
TO PRODUCT P.T — TO PROD APPROVAL FOR CONN.
APPROVAL FOR CONN.
x4 ,C X4
APPROVAL FOR CONN.
x4 P.T. 3/16"0 X 3" LONG
FURRING
FURRING (2) ROWS 3/16"x 3-1/2"
3-1/4" LONG X 3/16'10 FURRING TAPCONS
TAPCON. INTO STAGGERED @ 16" L TAPCON @ 16" O.C. & 4" 2X8
BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8
2" EDGE DIST. ATTACH
PER MANUFACTURE 1" DETAIL MASONRYTHROUGH
1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS
1x4 P.T. & 1x8 P.T. 3" DETAIL
STAGGERED @ 12" O.C.
-3/16" x 3 -1/2"
DOOR JAMB (REFER
1x4 P.T.
TAPCON @ 16-
TO PRODUCT
O.C. & 4" FROM DOOR JAMB (REFER
APPROVAL FOR CONN. 1x4 1/2" DRYWALL
EACH END W/ MIN. TO PRODUCT
DOOR JAMB (REFER F
APPROVAL FOR CONN.
2" EDGE DIST. 2x8 P.T, wl (2) ROWS 3116'
TO PRODUCT x 3-1/2" TAPCON @ 16"
APPROVAL FOR CONN. 1x4
(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
FURRIN(
TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8
2x P.T. AS REQ'D STAGGERED @ 12"
2x DETAIL 2 1/4" DETAIL 0' 3-1/411 DETAIL
N. 1x'
10 UZ U
P.T.
4N.
'14" r2X8
m IY2
112"DI
','EDGE D1,S_ N.
IST
D
W/
7 T Az 14 :r
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS cc
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4"x 3 1/4" TAPCON ( 11/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
A 8d NAILS AT 8" O.C. AT BUCK
2 x 8 45 DIAGONAL (4) 10d NAILS INTO
2 x 8 BRACE/ BLKG.
BRACE(S) 7/16" OSB CUT HOLE IN O.S.B. FOR
ARCH PANEL
BUILT UP PLWD. BUCK
A
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
I , St
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
w
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6"MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
INSTALL WDW. SCREW ANCHO"
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
ir SOLID BLKG. AT TOP BTWN.
ARCHBLKG.&BUCK
2'-0"
SECTION
A -A
801
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
TO BE INSTALLED
INSIDE TO ALLOW FOR INSULATION
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
2 x 8 BUCK - CONNECT TO BLOCK SECTION
(11/4' MIN.
WITH 1/4" x 3 1/4" TAPCON B-13
0
/4" MAX EMBEDMENT INTO
2-4
Z-01t 81'
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE B TW�
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
*ON
i.
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
SU TION
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)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
El
INSTALL WDW, SCREW
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
13-13
SCALE: N.T.S.
�s
PROVIDE 2x
PROVIDE (2) MIN. CONT. W1 (3)
TAPCON AT EA. SIDE
12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4'MAX. RAD.
MAX. 8"
PROPER INSTALLATION
1
FILL SOLID
BOTH CELLS
—F
#5 REB
(TYP,)
STD. 90,
HOOK (I
ML
±5 A
L
NOTCH WEB AT
FIRST 2 COURS
;AFAL;I I Y = Z5U0;F t-Uh I b I KAV
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4' TITEN = 2150
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4Y." WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16"O.C.
12
JACK TRUSS PROVIDED BY
SEE
TRUSS COMPANY OR PLANI
2x6 #2 SYP @ 24" O.C.
'N
0
'4
PL'
0. C
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS
2X6 TO 2X4
G ACHED
UL
H E DIE
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24"O.C.
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
I
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR,
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
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't. 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 ge. 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.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
...
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
...-
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
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
NOTE:
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
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.
SIMPSON
H2.5A W/ (10)
8d NAILS
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 41/V WOOD
SCREWS @ 16' O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
KT
SECTION @ ENTRY
-7C-ALE:3/4"=1'-0"
�s
#5 CONT. TOP & M I D
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
OCCURS
WHERE THIS CONDITION
WITH MIN. 3
COVER 6-0"
--"u :::4
�j
. A., 4. . -*— -
\rko 1%
GRADE
I>
z
N
e
(2) #5 REBAR. (1 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
WITH MIN. 3" COVER EA. WAY
f20" MIN. (2-STORY) 00,
.44
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
4b* UNACCEPTABLE INSTALLTION
41% DO NOT DO THIS
R
4%
YP.)
.. 1/
1 t
THE
S
##
0
#0
#5 REBAR (TYP)
400
40#
90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
A -�l
2x SUB FASCIA
ALUM DRIP EDGE
LUM FASCIA
BRGWALL TYPE
G WALL TYPEZ
PER PLAN
1-3/4"TRIM PAINTED
L SS NAIL w/ 5/16" HEAD
F CHANNEL,
DIA. @ 24" O.C,
FASTENED PER
NOTE 2 BELOW 01 L CONT VENTED OR SOLID SOFFIT
CONT 2x4 NAILED T 2x BLOCKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
D_j
1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASE
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR 1
SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
- WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
-
SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
SF01
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
AS SHOWN FOR O.H. UP TO 2'-6"
* DOUBLE 2X4 SCAB FOR T-13" TO 4'-0" O.H.
4 (2) 10d NAILS @ 8" O.C.
�/VQ r/y
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
+
BLOCKING AS
+ +
REQUIREDTO
+ + SUPPORT SOFFIT
+
PLYw(
+ +
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX, 4--o")
SECTION @ ROOF EXTENS
ION K'm
SCALE: 3/4"= V-0"
� Ss
SEE SHEET D2 AND
SIMPSON HTT4 W/ 0 8) 1 Od x 1 FLOOR PLAN FOR
1/2" NAILS TO STUDS & (1) -
ITT� MORE INFO
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET'
EPDXY MIN. 6"EMBEDMENT &
3" MIN. EDGE DISTANCE
RETROFIT FOR MI%S.
MSTAM STRAP
SCAL:
,-t i -v
cr_
z
>_
0
�2
2
11-
0
w
@ FIRST COURSE
I*
41t#
H
Ss
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
BOTTOM OF BAND
LAP SHEATHING TO
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4x1 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL 1 St 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1
CONTACT ENGINEER OF RECORD F10/`R L
FURTHER INSTRUCTIONS.
4, 4..
OVERHAN�
4� 4,
RETROFIT WALL OVE RHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 1 1/2"
I NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REaD.
1 1-011 51-011
SCALE: N.T.S.
. 011 ----#5 BAR
1.0" i CENTERED W/
IN TOP 9
KNOCKOUT/ N
CHAIR BLOCK
%
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT LZ
STANDARD
90' HOOK
#5 BAR IN
FILLED CEL 0 PL, L
L
0 j
0
REINF. PERLAN AND STEMWALL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" V-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI
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"4" MIN. HOLE
SET BAR IN EPDXY
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
IN
(2) #5x6 CONIC.
FILLED CELL
J4" SAW CUT
S
K"A ECTION
SCALE: N.T.S.
Qi�
SCALE: N.T.S.
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......
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IF S S 10
To the best of the Engineers knovAedge, 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 dravAng pages bearing
Engineers signature and seal.
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CROSS BRACING DETAIL (TY
SCALE:NTS
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 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.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 1311—�j
I
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
VVI I WU %W I I I V".&j
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.C.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 10d x
1 1/2" NAILS EACH
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----Z—WOOD TRUSS —j
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
Ak VARIES W/
4v ROOF SLOPE
2X4 CONT. W1 (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
—TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
TRUSS
0,,,—ROOF
SEE
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
N SHI
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
�'A
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
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-O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT—/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES -A*=
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d COMMON TRUSSES.
TOENAILS TO TOP
SEE TRUSS PLAN
PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION
NAILS TO TRUSS SPFTOP INFORMATION.
BOTTOM CHORD I :
PLATE
dkVARIES SEE PLAN
FOR WALL LOCATION
MIN. 2x4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN. 2X4 #2 SYP P.T. PLATE
4
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
SECTION
@ ENTRY
SCALE:NTS
SIMPSON LSTA18
wl (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHEF;
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
HIP
G.T
(2) 2x8 #2 SYP w
O.S.B. FLITCH Pi
TOP @ TRUSS 8
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 10d
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
4
MASONRY WALL rl�A
SCALE:NITS
SIMPSON HUC410 w/ (14)
jSEE PLAN 6
FOR cANT1
16d INTO HEADER & (6) —
1
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
x x N x
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
_e
OSI3 FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
`:7��7/16"
INDICATED ON BM.
SCHEDULE/PLAN
OSI3 FLITCH PLATE
SEE FLOOR PLAN
FOR
RECI'D ONLY WHEN
COLUMN SIZE& Bh
SE
j
_
INDICATED ON BM. CONNECTION INFO
OPTION A
SCHEDULE/PLAN OPTION B
OPTION C
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
,
.
.
COMMON BM. TO POST ATTACHMENT
SCALE: 3/4"=V-171"
SIMPSON MTS18 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A F_� A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
. r— PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE:NTS
I
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r22*')i
SCALE:NTS
SEE 1/S5 FOR —
ADDITIONAL
OUTLOOKER
INFO.
SIMPSON
MTS1 8 W/ (14)
1 Od NAILS
TYP. U.N.O.
TRUSS-
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
4
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMOSON HTS20 W/
SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAIL8 @ 4'-0" O.C.
TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
t
FOR CONNECTION
SECTION AT HIP GABLE rj_2`�
SCALE: NTS
EXTERIOR
ATTACHED'
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
ENT
KNEEWALL RY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE FLOOR FRAMING PLAN
LUS26-2 W/ (8) 16d NAILS TO
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
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)
9
SECTION AT LOW ROOF
SCALE:NTS
LOW ROOF/WALL—�
SHEATHING ATTACHED
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
" O.C. ALONG W/
NAILS @ 16
SIMPSON MTS12 W/ (14) 10d X
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
I OW Pr)r)F: TPI M__!Q vwv/---//// �n!Q r, T
RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @ BUMP OUTK'39'�
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DETAILS & SECTIONS
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TO the best at the Engineers knowledge, Information and belief,
th�e structural plans and specifications contained within these
d wings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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FOLD UP WEATHER 111�
RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS
TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING
WEATHER SLOPE
RESISITIVE 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
BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
TAP EXTERIOR SELF -ADHERED FLASHING k/ 3/4"-V BEAD OF CONSTR.
SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND
WALL BY 6 IN. 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
EXTERIOR
(ASPAMBLEDWNDOW) NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
2 4 id PROOF CAULKING CEMT. FIN.
WEATHER of draining to the exterior water that penetrates the exterior cladding.
BUILDING PAPER
RESISITIVE SELF -ADHERED FLASHING
BARRIER
SEAL TOPS OF JOISTS WIR E LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
(SEE DETAIL WP07
90! 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
SELF -ADHERED FLASHING
inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
HEAD FLASHING TIE-IN INSTRUXTIONS: 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
1 . Cut, fold up & temporarily secure weather building appendages in a manner to meet the requirements o the exter or wa enve ope as escri in e ion
resistive barrier above header to allow for
THESE DETAILS ARE GENERIC AND flashing installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
AND WATERPROOFING METHODS TO weather resistive barrier wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
BE USED. 3. Fold weather resistive barrier back over head D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
flashing and seal with tape (D (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING Sc SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW R all I EXTERIOR DOOR WITH DECK - SECTION A MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
I substantially nonwater-absorbing layer or designed drainage space.
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED
OR SHE
ADHESIVE TO BE APPLIED UNDER EXTERI ATHING FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
-�N FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied
PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
(SEE DETAIL WP01) I membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING--"',,
12 MIL DRYLOK:: CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING
FEXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
LETTER ON CHEMICAL RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
WINDOW COMPATIBILITY
FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDI G. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
1) SEALANT AT RELEASE PAPER TO EXPOSE
4) SEALANT J VANDOWBUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
OUTSIDE EDGE MASONRY 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
WINDOW BUCK
THRESHOLD
2) SEALANT JOINT shall be installed at the following locations:
5) SEALANT F INSIDE EDGE OF
ROM
'AANDOWFRAME WINDOW BUCK
ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
AND EXTEND TO WINDOW FRAME
MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
PER CODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
6) TOOLED SEALANT REQUIREMENTS 2 following:
BEAD BRIDGING < 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
FRAME 3) SEALANT WINDOW FRAME TC NAILING FLANGE SELF -ADHERED FLASHING
CLADDING AND WINDOW
WINDOW BUCK ALL THE WAY 1 (D 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
AROUND, INCLUDING SILL. are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
2 SEAL TOPS OF JOISTS 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
DO NOT FLASH OVER UNDER DECKING subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
BOTTOM NAILING 8 (SEE DETAIL WP07) 7
FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
FENESTRATION INSTALLATION AND INTERFACE 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
THING 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 gutters.
Water Resistant Barrier
7-,
JAMS, SILL AND HEAD DETAIL Lath
APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVED HOUSEWRAP PATCH
STRUCTALATH TWIN TRACK 2.5 Stucco
_ f FLASHING AND WATERPROOFING METHODS TO BE USED.
3/4" CEMENT PLASTER 4
12 MIL (min) DRYLOK EXTREME
V
APPROVED FLASHING TAPE 4
DOUBLE
JOIST
7/8" Cement Plaster
'IV, SEALANT SOCKET WITH in accordance with 7/8" Cement Plaster
TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall
JOIST BELOW SELF -ADHERED FLASHING ASTMC926 in accordance with
ASTMC926
OP SELF -ADHERED FLASHING
Felt backed metal
4
Felt backed metal
2 lathe in accordance
3" MIN with ASTMC 1063 lathe in accordance
SELF -ADHERED SELF -ADHERED 4 with ASTMC 1063
FLASHING FLASHING Building Paper
5 Building Paper
7/16" O.S.B.
sheathing 7/16" 0. S. B.
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHIN SELF -ADHERED FLASHING sheathing
DECK JOIST OUTSIDE CORNER FOUNDATION WEEP SCREED Metal
EXTRUDED SHOULDER Flashing
Weep Screed
Installed As Per
-ADHERED FLASHING 2x FRAMEWALL Manufact. Specs.
SELF
STRIP OF SAF LEGEND Maintain Stampede or similar
PRODUCTS DETAILS TILE FINISH SELF ADHERED FLASHING (SAF) Bottom of cauk bottom
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only
BARRIER (WRB) 1 1/2" to 2"
U) BOND BREAK WEATHER RESISTANT BARRIER- Above Roof Weep Screed
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > -----BOND BREAK WRB SELF FURRING (SF) LATH Installed As Per
PLASTER ACCESSORY Sheathing
PER THE FBC RESIDENTIAL 7TH EDITION (2020) SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs.
1'4" PER PLAN
Detail Instructions WRAP DIP WRB ONTO 1/2" Cementitious
V-0"PERPLAN N!;e, THE VERTICAL Cement Plaster ecora ve inis
structions below: FLANGE AS AN AIR All inside and
Refer to the number marked as (# in each detail that corresponds to the A SURFACE TO TOP OF in accordance
numbered items in the list oPin k* BARRIER with ASTMC926
SLOPE 3-1/2" INCH FLANGE over wood 2nd outside corner will
1. Install self -adhered flashing in order as shown by numbers U floor
81, CMU k* ri. need to be miter
2. Install flashing and weather resistive barrier to form water shedding cut and caulked all
4" OR 8" CMU 4
laps butt joints need to
(PER SEAT DEPTH) ------------- STRUCTURAL FRAMING
3. Self -adhered flashing can be substituted for building paper Z Z becaulked using
4. Split the release paper using the ripcord (Split release on demand, :5 :5 -_ � I I
FILL WITH GROUT CL a- STRUCTURAL SHEATHING Stampede or sim.
embedded in the adhesive layer) - for ease of installation and to Cr m caulk for all
Lu W PLASTER STOP THIS GAP IS A RESULT OF
4 CL CL NATURAL SHRINKAGE. ----STRIP OF SAF
minimize scoring cuts DO NOT SEAL.
5. Remove all release paper per standard installation instructions and CONTINUOUS BACKER >r-DRAINAGE PLANE WIRB
adhere to substrate using a square piece of flashing material (6" x 6" S2 Lu ROD & SEALANT DRIP SCREED PLASTIC
LiJ 0 _,-BOND BREAK WRB
4 Lu ACCESSORY
Minimum) SLOPED MUD BED cr_
4 Cr SF LATH
6. Fold as shown by arrows Lu W
7. Angle of corner may vary, adjust folding of the flashing accordingly to
4 0
fit tight to corner VINYL SHOWER PAN Note:
- -_ 4 4 - >�� W
8. Mechanically fasten as necessary The building paper and metal lath must be
SLOPE Cement installed over the top of the weep screed.
4 Plaster
A - PLASTER STOP over oc
CONTINUOUS BACKER ROD
&SEALANT 1 st floor
<1
< CEMENTITIOUS FINISH
SHOWER SEAT SOFFIT/CANTI LEVER /0"4\ WEEP SCREED DETAIL
SCALE: NOT TO SCALE
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To the best of the Engineees knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building
Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature end seal.
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Left Bracket (16 GauQe) 0 14 Self-DrIlling Screm Thru Brackets 6
Biwk Cross Support Into AIC Unit Bottom Side
(Typical., 3 each side for hurricane use)
Nm& =11roo-in twouLuum am uW with r" Hursicac Ass lisave,
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2020 Thernro-7nu Corporation
stbrrags man Lyn= Sohmidt, R E RyanqW.E,
00562021 1201 r2020
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Approved
CalagOry. rawrimi, Dwis
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(am . 5 PE
Subcatotioni arringing Exterior Dow Anambles
siesperwriallinannbru co
Complishos, Me"Wel: E"Uwtion Regartit...
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Professional Engineer
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Pressure
mooth -Sia r
Nominal B&M,$ i6quotImitectilquot Opaque
112/3112=
No
Y"
y"
NIA
Composite Edge Fitarillorso Sergi. 0-1
(Inwr4cuk%vrg: x owouroon)
2
b. Themv�Tru Flbsr.Cb"c amd SmOoth.Star
Nominal 8&14*,8 &quO�Iff"CMdiUOt Opaque
112011r=
No
yes
yes.
WA
Compose Edge Fiberglass Single Door %inth
Sid.111te(s) timeninsPOUdowing; XO, OXor OXO
configurations)
3
c. Thorma-TN Fiber-Oagoic and Smocith-Star
Nominal S&Ili SquOtimpatili Opaque
112GV=
NO
Y"
Yes
MIA
Compose Edge Fiberglass Double Door with or
�ftout Sidelites (IrromnibrOutoMna: XK or 0)0(0
otintsurrinamt)
4
d. Therrinii Fiber-Claosic and Srroolh-ftr
Nominal SLOW.0 &qUotImpisallquat Opaque
112f3`112=
No
Yes
Yes,
NIA
Composite Edge Fiberglass Sirgle Door
(InviongoOrultavong; X conflgurstion)
3
a Themnso7ru and Smooth-Stor
Nown not 5SX39,0 "invoct%qWt Opaque,
12131a=
NO
Year
Yes
WA
.= Edge nbowgilass OVIo Door vrfth
Sidelt.f.) Qmn4ngKXAaW.9: XO, OX - OXO
configurations)
6
f. Thorm&�Tru Rbw-O&Wo and Smouth-Stior
Nominal 51116111 &qu*tlnwodqLpg Opaque
i2f31/=
No
yes
Y"
WA
Composite Edge Fiberglass Double Door With or
wmout Sidelfts inevring/Oulmoring: XX a OXXO
configurallonQ
7
q. TheftruTrU Fiber-Ciasau; and Smooth -Star
Nominal aLWa aquotimpecoquot Glazed
1201=22
No
Yen
Yes
MIA
composts Edge lebergist" Single Door
X
h. TheimsTnu FIber-Closwo and S"moth-Stor
Nom hot asov's aquoltn"etai Glazed
i2f3lM22
No
Yen
Yes,
MIA
Com= Edge Filboralm Single Door with
Sidellti (Imeninal/Outsving; XO, OXor OXO
oDrifigunnions)
I Ther�lrnu Fiber-Clantic And Strooth-Star
Nominal SLOSI &qvat',innipactili Glared
12131r=
NO
y"
Y"
MIA
Composite Edge Fiberrglaso Double Door With or
without sidelitas OnLivAng/Outinnits; X(or O)Q(0
otarriliguralons.)
io
1. Therma-Tru Filber-Ca." and Smoroth-SUT
Nominal OUWo i6quot.irrosaliquot Glated
11201t=
No
y"
Yen
WA
Compoorts, Edge Fiberglass Single Door
(InDmingmulinning; x carrigurstion)
11
k. Therme-Tru Fiber-Clossic and SmooduStor
Nominal 8&030,0 &q;iotlrr%wot4upt, GlAnd
112f3`1420n
No
Y"
Yes
WA
cam ; Edge Flbnlau Swiga Door vilth
Sidelle(o onartingi/Ourtinning, XO, CiXor OXO
configurations)
12
1. Theirms-Tru Fibeir-Cle"Ic $no Smooth-Slar
Nominal S&A3eO aquotler"asquot Glat"
12r311=
No
yes
Yas
WA
Compoeft Edge Fiberglass Double Door With or
v%*wut Sidelites, Orwnwino/Outormna; )0( a OXXO
configunitori
13
In Therma-Tru Fiber-Claii And! Sn.*th,%t
Mori 80*$ 11,quartImpoetiquot Glazed Molded
1261/21=1
NO
y"
Yen
NIA
Open Compoofts Edge Abeglon Single Door
flirsamnelOutiorring; Xomficurstion)
14
n. Therrra.Tru Fiber.Cla"c and Smixo-Ster
Nominal aw3iga Glazed Molded
12131r=
No
Yen
yes
MIA
Open C - SIng=.
.4 =
Giazed=pon;ld. (:�Q rion" rg;
XO, OX Or OX0 configunedon.)
16
0. TherrewTm Fiber-CbWo and Smooth-Stor
Nominal SLMA &quatinVoctLquot Gland N101d6d
12131rl=
NO
Yes
Yen
WA
Open Composite Edge Fiberom Double Door
or without Giand Molded Open SWes
(Ins-mrstOuti XX-OM configuristons)
le
p. Th*-T� Fibeir-CIP.W. And Smodtha.,
Mornimil W%;a Iliquatiffrarasquat Op0que
12131r=
No
Yen
Yen
WA
Comporeft Efte Fiteralam Single Door wah Molded
Open Sidellia(s) 0maMnaK)utsn4hg; XO, OX or 0XO
atenfaurstions)
17
q, Themra�Tnr FIber-Clusto end Smooth -Star
Nominal U0=4.ue
112131Q=
NO
Ym
Yes
MIA
Compare �4=' Of
='
without Glated Mottled Open Sidelftee,
(Invaingroutswing; xx or Oxxc cortgurator*7
Florida Dopertmord of Business & Professional Regulation
Build rig Codes and Standards
Product Approval Application Dirtall
Pr I art
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Yes
WA
August10,2022
PRODUCT APPROVAL SPECIFICATION SHEET-(2022)
As required by Florida Statute 553.842 and Flodda Administrative Code 913-72, please provide the lnibrmation and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
IFiber-Classic
IFL20461.1
112/31/2022
A. SWINGING
Therm aTru
and Smooth -Star (NON -IMPACT)
+67.0/-67.0 psf
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/82DO #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see Inst sht)
12131/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/3Ot2O25
Pella Corporation
Series 10120
FL11206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60.0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Sedes 188
FL15351.1
+55.0/-55.0 psf
2/16(2024
Pella Corporation
Series 10t20
FL11161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/25/2031
C. FIXED
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
WA
4/30(2025
Pella Corporation
Series 1 =0
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
N/A
5/2512031
D. MULLION
MI Windows and Doors
Series 5764
F L1 5353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
NtA
5/2612026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
F Ll 3192.1 - FL1 3192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.21-54.2 psf
7/30/2023
C. OTHER
4. ROOFING PRODUCTS
A. AS P HA LT S HINGLE S
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko (lbr Shingle Roof)
151b Felt Undedayment
FL12328
NIA
6129/2023
Plyglass USA, Inc. (fbr Ille Roof)
POLYSTICK TU MAX
FL5259
NtA
12/23/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NA
9/9/2026
Florida Metal Products, Inc
Vert RV10
FL21580.3
NtA
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Ille
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL1 5076.1 - FL1 5076.2
N/A
12/3112022
All American Shutters & Glass
Galvanized Steel Storm Panels
F Ll 7869.1
NIA
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1 999.1 - FL1 999.4
NIA
12131/2024
MITek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LV1, PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-M30.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Ll 774
NtA
5/25(2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the folloWng Initirm ation must be
available to the Inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE DATE
Florida Department of Business & Profesational Regulation
Building Codes and Standards
Product Approval Application Detail
patiol of 3
112&M22
921111t
colux
go Will
ONDPWdtna
go
DIN versto
Manufacturer
218M
SubMIC*d
M&AARMAL
ARRMAd
AMU
Revision 2020
Themno-Tru Corporation
Stwe Jaraporson Lyndon F. Schunidt, RE
Ryan J Wine PE.
=23M= 07/1120M
07/294MD
1011 UM
Apprm*d
Cmtwry* 2tterw Door&
(800) 843-7628 FIEA3409
(813) 7674555
Subcategory. 9,wriging Exterior Door Assolmliblors
p1mieemonathermor"co,
Compliance Method: E,,oluaton Report from a
rn
Florida Registered Architect or a Licensed Forkle
FLAMI?oom
Protemobnal FiVnw
NI-6
laroductModel.NumbilrorNams
PriotlygDorsinlotion
2WIIJUANUMAll
coninotExpirwrin
AMMAWbILM 62ULWABKJM
Date )it HYHZ Outside
HWQ
Reshrount
21=
projeolum
I
a. Innerma-Tru FibawClaaso and &wO*-Stw
Nominal 0&#*8 SquotlmpW&qugt Operque,
121311=
Yen
yals
yes
WA
Composite, Edge Fiberglass Single Door
(Inwing/Oubretins; X configuration)
2
b. Therrine-Tru Fiber-Cligravlo and Smoroth-Star
Nominal "am.$ aquotIm"O&QUat Opaque
12131 r2m
Yes
Yen
yet
WA
campooft Edge Fiberglass Single Door with
Sidellbo(o) ProWnwoubirning; XO, OX or QXO
confillur
3
a 7horms-Tru Fber-Clmlc and Snouth-Stor
Nomlral=� a U0 Opooror
12t3i=22
y"
Y"
Y.9
WA
Compateft Edge FtGZ,,9&9Auat Ww
Whout Satellites (IreningiOutsmirig; XX or OXXO
configurations)
4
all. Tharmii FIber-Cles2ic end Smoorth-Star
Mari aws:.0 &,quotimpactiquat OpsqL%
12131r=
Yen
Y"
Yed
N(A
Compose Edge Fiberglass Single Door
(InviningfOutirmins; X configurstion)
5
s. Thatme-Tru RbwZI..ai. d Smooth-Sla,
Nominal &&AGSO aquat;ImpootLquot; Opinque,
1=10=
Yen
Y_
yes
WA
C%r*sb` e a "a- With
configurations)
6
f. Thernma-Tru FIber-Classic and SmoothStar
Nominal Ot Opaque
iml
Y"
Y"
yft
NfA
cOmpO*=1!i111'=%U Door VAIn or
without Sidollites (InewinlyOutwitirg; XX or OXX0
configurations)
7
g Therme.Tru Fibeir-Classic and Smoothabor
Nominal 6&M,8 &quatImproatillai Glazed
12131 am
Yen
Ym
Y"
WA
Comptaft "a Fiberglass Single Door
I1nsWno`OutwMng; Xconfiouration)
6
In Thermai-Tru I'llber-Classio and Snoorth-Stor
Nominal 86#*.S AquotimpavAquiK Glazed
12131 QW
Yen
yes
yes
WA
Composite, Edge Fiberglass Single Door vylth
Sidelli provAngiOubroting; XO. OX or OXO
oonngu
9
i Tharrine-Tru Fiber-Clossic; and Smooth -Sour
Nomin;lft 8 &quat.lpactAquart; Glazed
12/31 1=1
Yes
Y*S
Yes
N(A
Composite Edge Fiberglass Double Dow vifth or
vAthoUt Sidedles (1harmirofOutoWng: AX or OXXO
configurations)
10
1. Thonno-Tru Filow-Clossic and Smooth�ftr
Noi "WO Squ*tImpeatiquat Glazed
I 2J31
y"
Y"
Yen
WA
Composite Ease Fiborgil osSmitle Door
onw-wo-b-na; X =-ration)
11
k Ttiormo-Tru Fliar-Clawle and Smoon"tor
N o"'qu'd, Gland
I 2r31I
Yars
yes
Y"
NtA
Composite Edge FIteirglags angle Door %ft
Sidefto(s) OnsymnorOutwona: )0. OX or QXO
configurabone)
12
1. TheqTneTru Fiber-Ohni and Smoorth-Sbur
Nominal 86#39. 0 aquotIrroadliquA Gland
12131
Yes
Ym
Y"
N/A
com Fiberglass Double Dow With or
(Ir&MrqVOuOo,-Ang: XK or C)Q(0
conflaunibarit)
13
M. Therma-Tru Fibw.Cbcgc and SmoolinStor
Nominal W#W, 6 IliquottimpaCtiquot, Opaque
12t3lr=
Yen
Yes
yes
WA
Cornpoons Edge Fiberglass Single Dow WM
&quol;NornIrnpoct" Sidolleii
X0, OX OrQxO Configurations)
14
n� Tharrift-Tru Fiber-Ceaele mind Smooth,9ter
Nominal Simi aquotimpectLquot Opaque
Unit rKIZI
Y
Y-
Y"
NFA
CompooftEdit Fiberglass Double Doormft
",,N�lnpW":Sideloo(InoWnWOwtsWng:
OXXO configuration)
15
o. Thernio-Trui Fiber-Cloomic and SmooMtor
Nominal 88601geD 6quatimpactilquor� Opaque
1213irW
Yoe
yes
YM
WA
Comptift E40o Fiberglass SIn9I* Door With
kludt.Non- ota Uot $W&I*
0nvWr0=rQ,' §0, Aor=ooriNurators)
is
p. Tharmi Flistr-Closaw and Sffm#).ftr
Nominal 9&"sO adquot;ImpooMquot; Opaque
I 2J31
Yes
yes
Yen
NfA
Compose Edge Fiberglass Double Dow van
aquct;N�lrrpaot&quorI; Sideloss(Irromingloutewng;
OXXO confilturatitinj
17
q. Th�-Tru Fibw-Cls.ic and Smooth-Swr
Nominal Wags SquaitNon-Impactilqualt Opaque
12"31=
Yen
Yes
NO
WA
Compoons Edge Florill is. Single Door
onswrolouturmirs; X COZ-rolion)
18
Th.mrwTru I'llimir-Clanic and Smooth-Ster
Nominal MOV,$ "Non-ImpKt" Opaque
12131r=
Yes
Yes
No
NIA
Composite Edge Fiberglass Siri Door vith
XO. OX a OX0
=-1:)A`"WOubvnIrg;
10
s. Thermi Flaer-Clowetio and Smooliv-Stax
Nominal 68611130;8 "Nori-ImpsakqLot; Opaque
12t31r2=
Y"
Y"
No
WA
Compoafte Edge Fibormlan Double DawvM or
Without Sidiefters (In;MnWCu1bo*1rsg� XX or OXXO
Configurations)
20
t Theirra-T. Fi*r-Cle5* and Smooth -Star
Nominal 8&#*,D &qxtNon4mpscb&q^ Opaque
12W 21W
Y n
yes
No
WA
Composite Edge Fibenglow Single Door
inowng/Outerning; X cortfig.nitiori)
21
u, Theirma-Tru Fiber-Clageo and Strooth-Star
Nominal $&MO lilquotNon-Impoo6quot, Opaque
12rilrAv
Yen
V#s
No
WA
co DO; %ft
*�O
Si ZW OXO
X
confla"rallans)
22
Th.-Tru Fitsir-Cl.aW..nal Srrooth�%,
Nominal 811411WO aq1;N- Opaq-
12MV2022
Y_
Yen
No
N/A
Composite Edge Flit"iess Doubts Door With or
yerthout Sidelfts (InrMnalOutrMirip: )Mor OXXO
configuratioral
23
w Thorrinni Fibow-Claffic and Smooth-Sbor
Nominal S&MA &quqtN;xImp&i;I&quoI; Gazed
112131r=
Yen
y"
No
WA
Cc 0F'= Sot
' Door
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24
L Thamne-Tru Fiber-Clusic and Strooth-Star
Nominal 8W39.8 tlouathlor� Imostodituot; Glazed
11261r=
Y"
Yes
P40
N/A
Compooft Edge Fiberglass Sli Door WIM
nwW Rg*AW ng, XO, OX a OXO
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Ong)
25
y. Thomro.7ru Floor -Classic end Smoori-Star
Norninal 88430�8 11,quirtNon. Impactiliquat Glazoo
12131r=
Yen
you
No
WA
Compoeft Sall Fittings" Doubts Door wth or
Without Sideft" (Inineing/Ourtivning; XX a OXXO
conNundions)
26
z. Therme-Tru Fiber-Cla@Wo end Smooth4ker
Nominal U",.D 4 Glazed
12131*1W
Yea
Y"
No
MIA
FI:%=1mpsc1&quOt;
"piashe Edgi Ingbe Door
(Imaning/Outwong; X ourithouration)
27
ze Theirinto Tru I'lear-Classic and Smooth-Suir
Nominal 8SN30;0 OtatuatNon Invactiliquor; Gland
llwir=
Yes,
Yes
No
NA
Campanile Edge Fi bwV- Single Door fth
Slatellei (1mnrAr9KhAw#Anq; XO, OX a OXO
oonfigurrorlions.)
28
zb. Thermni Flier-Cimic " Smooth -Star
Nominal 88":0 t6quatNow, Impatobiquot Gland
12/31=
Yes
Yen
No
NJA
Composite, Edge Fiterglass Double Door vAth or
ythhout Sideles Oroming/Outomirig, )(X or OW0
Configurations)
Florida Department of Business is Professional Regulation
Building Codes and Still
Product Approval Application Detail
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No
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Yen
No
WA
NON-RONFORCED
3
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Y.
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WA
:MONFORCED
145.314" xM wll�
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Building Codes and Steridards,
Product Approval Appllc~ Detlill
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Product Model. Pligralber or Name
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I
th. TheffraTiu Fiber�Cfiookslo and Snooth-Sou
Nominal OW31t8 6quckNora-Impooseavot Odeque
112/m/M
No
Yes
No
MIA,
Composite Edist Fiberglass Sill Dow
(IntreingiOutraving; X conflautotoon)
2
b. Therm*Tru PithorCIal and Smooth -Star
Nominal 611,0111sS Actuct han-Impsolaquot Opaque
I 211341am
No
yes
No
WA
Cc= Edge Fiberglass !k
%s Dow vAth
a a) Qnsverni0outinving; . 0)(or OW
.qnfiginar...)
3
a Thermal FlothrZigarl"Ild StacalhAlter
Norn=8 8AUCtNon-ImMeSWot Opaque
121311=
No
yes
No
MIA
Fit"
Without Sidolitse, (InsheofingtOutsvilng: )D( or OXXO
oceftomfoi,e)
4
d. ThermsTru Fibw.Clmeic and Smcotd -Star
Norrarad 7&0*0 IsquotNion4migandilsequot Opaque
121311r4V
No
Yes
No
N/A
Composite Edge Fliberilloss Single Door
(ImmingthOulsovang; X ccuirtguration)
5
Thearro-Tru FlOw-Clioub end Smooth -Star
Nominal T&OW.08quothion-Iffoaclactuot Opaque
1201121112
No
Yes
No
NJA
Composite Edge Fiberglass Single Door with
(Iner0phOutrang; XD, OX or OXO
popfig cals)
6
t Theffillill-TW RW-Clo"lo end Sillooth-Star
Nominal B&M;D&qucY�Nor�Impa=4uct; Opaque
12/31
No
Y ea
NO
MIA
Cormooseir Edge Mbwgloo Sing is Door
X configuirortion)
7
2. ThourriesTru Fibaw-Cheask; and Smooth-8tor
Nominal 8W3Q;0"No�ImpvotAquot; Opaque
1 ZW r.=
NP
Yoe
No
NIA
Composite Edge f9tprF9Wft Single Dogirwitti
Sideloil XO, OX or QXO
oonfiguraftne)
8
h. Themns-7. Fftw�CLncic and Smooth -Star
Nominal 88430;0 "Non-impodAquat Opaque
12131r=
No
Yoe
No
NIA
Composite Edge Fgwglm Couble Dow vift or
W&" Sidefte (irahAnglOut"r% XX or OXXO
oon"gur"omi
9
i. Therms-Tru Fiber Classic and SanciothSbar
Nominal 6S#N;8 416quothion-linposofiquot; Glazed
12131 1=
No
Yea
No
N/A
Composite Edge FRbwolws Single Door
(IrsiveinellOviverna; X odyllitiustbon)
10
1 Thermil Fitter4hislowe and Smotmi-star
Norn" 51M;8 siquotNon-ImpocAqualt Glazed
lmlr=
No
yes
No
MIA
Compares Edge Fith"Ishis Sloght Dow With
Sidoldo(lit (liusnongfoulauMniti; XO' OX a Oxo
owfigursoons)
11
k Therma-Tru Filder-Cisivic and SmactSgu
Nominal 611411394Aquothlon,impokellsquot; Glazed
121211rdm
No
Yes
No
MIA
Composite Edge Filocaulass Double Dow Y& or
Withoull sdam untivillawouttaying; xx or DXXO
cortilgruratlions)
U
L Theamo-Tru Fither-Clautio and Smoolh-Stor
Nom" 7WW,04quotNonImpad&quo� Glazed
12131r=
No
Yea
No
NA
Composite Edge Fiberglass Single Door
Onevoingtoutor"; X ocinflaurstion)
13
on. Tt—.T. Fiir.ClmWo and Smoothi-Ells,
Nominal 7&#X-O$q.OtN.M.p.*Squk Gossid
1241t=
NO
Yea
14.
MIA
Composite Edge, Fiberglass Srglo, Door %sth
Swelfte(s) omininglWavving; ) 'OX a OXO
configiunwhourni)
14
ft. Thermah,7ru Flisso-Ciffitale and Bmmth-fte
Nominal 611100*0 Akitaltblon-Impateliquot. Glazed
12alr=
No
Yea
No
MIA
CompoWo Edda Flbwglm Single Door
onsehinglKhroolvirrit; X
is
a. Tharrone-Tru Fibw,CImic and Smooth-Sigir
Nornnal S&W;04ittaottion-Impactfinuot Glazed
1213irM
No
Yoe
No
NIA
Composite Edge I'llbonglose; Single Door vath
Siftlk4i(s) (InsheIrGlOwhavoing; XO, OX a OXO
configurations)
IS
p. Thearreo-Tru Flbw.C*ssic and Smocith-Star
Nominal USM;O&quONa�i-pmcWq,4 Glazed
12f3l/2022
NO
Yes
No
MIA
Ccr"pcW1%a Edge Flbwglmn Double OW VAth or
woos Welibris (Imavingloutraiing; xx W OW
vorrigurational
17
q. Therms-Tru Fiber-Obsolu and Or shat) -SW
Nornmal 011160:64ovotition,latpoic0quot Opaque
12131/=
No
Yee
No
NIA
Composite Edge Fl"km Single Door With
Trailsom(Irranins/Outevving; ONconfillurs"
Is
r. Themna-Tru Fiber-Clamic arid Smooth -Star
Nominal 84039;8 "Ho�ImpooSqtct Opaque
`12MI=
140
Yea
No
NIA
CornpoWas Ads. Fiberglass, Single DccrAth
Sklelita(.) and Transom (Insovi"IslCulansingi OIXO,
O/OX or OADXO acrifiguraboars)
19
0. Tharma-Tru Flow -Classic and Smocall4ker
Nominal 61116111*84quachion-Impoolacluct; Opaque
12rjlf=
No
Yea
No
NIA
Composite Edge Fiberglass Slagle Door with
adalb(s) onsivirigilOularvoing: XO, OX a OXO
Continuous Head old 901 bonfloul ties
20
1. Tharroet.Tru RitairChasusla and e�o#,Sbr
Nominal O&IMG &q=n.lmmosquot Opaque
l2t3l/=
No
yes
F40
N/A
Compooft Edge Fibers a Dow ofth
Sidalloo(e) i1miWilglOulsheftheli"98OX by ORD
Continuous HNW arld Sill
21
U. The-Tru Rbar-Clossic and Smooth -War
Nominal SSM11 Aquilthlon-lorspectliquot Glazed
12131/ZM
No
yes
NO
MIA
Composite Edge Falangist. Sit& Door sottlo
Scellish(s) OnswripfOulgrohng; XO. OX or OXO
Comfirtuoutil-lood" Sill configulatice )
22
v. Thtrrro-Tru Fbar-ChuNig, end Smooth-Stat
Nominal 8801130A aquothion-Imploadquat Glazed
121311=
NO
Yes
No
WA
Composite Edna Fiberglass &ale Dow vvith
Sidelto(s) QnsivAnWOUtioning; XO, OX or OXO
Continuous Head Pad Oil wmgijraftml
23
w. Thernoo-Irru Fltaer�Closslc arid Smoo"ter
Nominal 61161113gS &qLv�N*A-In"o*ubt Opaque
i2mil=
No
yes
No
NJA
Compoolles Edge Fiberglass Door Panels Will Vented
SideIW4) Onevving/Outreria; XK XXX or XM
confliturialromr)
24
x Thaffro-Tru Fiber-Clovsk; and S looll -Star
Nominal SSM,0 11clutKNon-innigooll8clyart Opaque
1=11=
No
yes
NO
WA
Composite Edge Fibeaglaso Door Parwis vjidl Vanooll
Sidalke(s) (InswriplOugevelrVi XK XXX or)000(
=0
25
y. Thearria-Tru Filloo.Classla and Smoothaor
;Uquothhen-Impealliquot Glazed
l2t3lr=
No
yea
No
NIA
Composite, Edge Fiberglass Door Poraft hAth Vented
Sidelita(s) OnavoinplOuarmw )M W or )000(
oonligunrikers)
20
x Thermal Filder-C!"Wo and Smexall-Star
Nominal OLq%;D"Non-Impudguot Glazed
121311=
No
yes
NO
MIA
Compooft Edge Fiberglass Door Panels vft Vented
Sideltio(s) (I rayunipiCitionving; XK XXX or XXXX
configuratons)
27
zo, Therma-Tru Fiber-Clitooki and Sn call -ftr
Nominal U40:0 IlloquatNon-Imp"Scivot Glazed!
12J311=
No
Yes
NO
NJA
Composse Edge Fiberglass Single Dow with 3dWM, 0
8"Ill Ornaving/Ourdavoing; XO, OX or OX0
conflounabons)
28
xb. Thorms-Tru FJWr.CA*Ub and Smooth,%tsr
Nominal $L*Ws SclucKNon-Impodsqual; Glazed
I mlam
No
Yes
NO
N!A
Composite Edge Fiberglass Double Door Writ
U111299 eldellisas orlawnwoutsvil"g; O)W
configuration)
20
su Thomse-Tru Fituar-Chissic and St, oW -ftr
Nominal 9&M.0 Glazed
120111=1
No
Yea
No
WA
Composite Edge Fiberglass Wde Dow with 3&"Q,,O
SdoWb(*) QnsnuingtOulthaing: Xb, OX or 0X0
30
zd. Thorma-Tru Fibor-Clool and Smocath,91tor
owliguralso
Nominal M11:0111cluotNon-Impolialkil Glazed
12/3112M
No
Yes
No
NIA
Composite Edge Filborglosis Double Dow wth
38,0139l) giftlflas jInrMfWMWMng; OXXO
otin"Out
31
as Theralo-Tru Fiber�VuWc and SmoothZlgir
Nom=9;0 Illiquottion.ImpsoMquat; Shalow
12/3lr2M
No
Yes.
No
NIA
Swiss Composite Edge Glazed FiberplaosSingle
Door vyft a vulthout 1&#W;2 Sidellit(iO
onle4rigiOubseing; X OX XO or OXO configiestions)
Florida Department of Business and Professional Regulation
Building Codes and Standards
Product Approval Application Detail
3/15/2022
FLAS269-R31
go" Ently or 20 291 911131111. 20 mom
Rim Wrallon Manufacturer Conte 909111MA MWilinilliM Validated Submitted Pending ARqWMd Approved
Revision 2020 POLYGLASS USA MaturyAlpert, License John W IWAM20 lOrM2020 fM 12/150020
Category: Roofing 15954233IMmalportiMpolyglassLocim Robert Nisminen Knermich, PE Anproval
SuloCallmoonr ps-WISS (954) 772-6224 11/01/2020
Underlaymentis
Compliance Method:
Evoluartion Report from
a Florida Registered
Archited or a Licensed
Florida Professional
Engineer
Flafifi2&011
Products
Product No", Number or N
Ailigraisidtiltu
pingdeats owmdcdall WVff-
R99
Ammmatum
NaEgir-
ifflod
rairm-11111111
Polyglit"Rool'UnderlizMeM
Rooft underlayments; 1=1)2=
No
Yes
NA
I
Polyglavi Root Undedayments (HVHZ)
leginglasis roof ursterlaymer" far use In FOG 1121`231=1
Yes
No
NIA
NV14Z juda"om.
2
Polyglass ROO Undeftyrnents (non-HVKZ) P*gla" rikofunclelloymorks,for use In l2r==
NO
Y"
WA
POO norl juriodktiGm,
1
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Florida Deparlinterill of Business & Professichnal Regulation
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WA
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TIM Robinson Vftftr A. ThIll, Jr, RE
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SHEET NO.
PA 112
§�W I I I I __ - � 111 1117�
Simpson Strong -Tie 2020 FBC Approved Products Updated 12r.WA20
For dwi inks to oil $8T approvals Rated below, CLICK HIGRE
For additional Infarmilittlon 1"1111ing Florldifill 8talowide Product Approval eystsm and Marn4)sdo Cowry Notice of Acceptance (NOA),
FLN23a&RI
111" Product Description
I Tion Stainless SeelConcreds & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw
FLNOMI-IN
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Product Description
1
S0101120BS
Outdoor Accents Connector Screw
2
SD91 12, SD92i 2, SDI 0112, SDI 0212
Strong-Dirive SO Connector Screw
3
SDO1 1 2SS� SDO212SS
Strong-Dirivai SO Connector SS Screw
4
SDCF22434, SDCF22512. SOGF22814, SDCF22700, SDCF22858, SDCF2211014,
Sitrong-DrIve SDCP Timbor-C F Screw
SDCF221134, SIDCF221334. SDCF271M, $DCF2723M
5
SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22&r)8, SIDCP229112.
Strong -Drive SDCP Tiimber-CP Screw
SOCP221100, SE)CP221134, SDCP271400
8
SDHR27400, SOHR27614. SDHR31400, SDHR81614
Strong-Drivo SDHR Combo44sad Screw
7
SDS25112 S10625134, SOS25200, SOS25212, SDS25300, SOS25312, SOS254121
Strong-DrIve SDS Hibovy-Outy, Connector Screw
SOS255M. SDS25000, SOS258M
8
SDS2511286, SDS2520OSS, BOS25212SS, SOS25MOSS: SDS25312SS
Strong -Drive SIDS Heavy -Duty Connector SS Saevv
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2M
Strong -Drive SDM Floar-to-Floor Screw
FL#10007-Re
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Product Description
I
ATR318, ATRIA ATRWS, ATR314
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2
ATUDS, ATUDO-2, ATUDO, ATUDS-2, ATUDOL-3, ATUDI 4, ATUD14-2
Aluminum Take -Up Device
.$
813318-2, BPI/2, BPI/2-3, SPS&2, SP&S-3, BP&fA, B133/4-3, BPRTUD3-4
Bearing Planes
4
CNW318, CNWIt2. ONW518, CNW34, CNWS/8.1/2, CNWS/4-5/8
CouplerNubs
5
CTUD66, CTUDW, CTUD6S, CTUID76, CTU07e. CTUD77, CTUD87. CTUD88, CTUi
Coupling Take -Up Device
CTUD98, CTUDOO
6
N3. N4. N5. NO
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7
RTUDS, RTUOSS, RTUD4, RTUD4B, RTUD5, RTUDO, RTUD7, RTUDS
Ratcheting Take -Up Device
8
TUD9, TUDIO
Tsks-Up Device
9
TUW38
Take-UpWasher
10
URSS
318" Uplift Rod Run Tiodown System
11
URS4
1/2" Uplift Rod Run Tedown System
12
URS6
5/8" Uplift Rod Run Tiedowri System
13
URSO
3X' Uplift Rod Run Tledown System
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5
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8
LSTHD8, LSTHDORJ
Stap-slyle hold-down
7
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8
MPA132, Mi
Strap-stylis purlin anchor
9
PA18, PA23, PA28, PA35, PA61, PAOS
Strap-sityle purlin anchor
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11
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Simpson Strong -Tie 2020 F13C Approved Products Updated 1241=0
For dirmt Inksto all SST approval$ Rated below, CLICKNERE
For additional informistion regarding Florldss Statewide Prodisd !Eprovall System and Marn-Dade County Notice ofAcaspitance IN =I CLICK HERE.
21
LB series hangers
Top flange hangers available In width of 1 -9/1 V'and heights
ranging from 6,V8" to 16-IN'.
22
LBAZ sods& hangers
Top flange hangers available In width of 1 -1911 s"and heights
ranging from 04MIT'lo 13-118".
23
LE03, LF-1316, LEG7 series hangers
Top flange hangers available In widths ranging from 3-114" to 6-
710" and heights ranging from 0" to 33-1 f2'.
24
MEG5, MEG7 sores hangers
Top flange hangers available In widths ranging from 5-114" to 6-
718" and heights ranging from 9` to 32-11T.
25
MIT seness hangers
Top flange hangers available in widthe ranging from 1 -WI e" to 5-
118" add heights ranging from 9-1 /4!* to 2,11".
25
PF, PFB, P1FDB, PFDSB safe* hangers
Top flange hangers available in width of 1 -9/1 Or' and heights
ranging from 3-WO" to 7-118".
27
RR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths ranging from 1 .911 O"to 7-
1/8" and heights ranging 0-1/4"to 3Z1.
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I ASA44, ABA44 , ABA48, ASA46R, ASASO, ABAWR
2 ABU44, ABU44R, ABU46, ASU40R, ABU5-5, ABU54 ABU66, ABU66, ABUOIOR, ABU88.
ABUSSR, ABU1010: AGUI01OR, ABUI212, ABU1212R
3 ABW44Z, ABW44RZ, ABW4eZ. ABW46RZ, ABWWZ, ABWOORZ, ABW`7-7
4 A04, AC4R, ACE4, ACO, AC8R, ACE6
6 BC4, BC40. B04R. BCD, BOOR. BCS, BCS2-2/4, BCS2-M
8 CB44, CW, C1348, CBM, CM
7 CBSQ44-SDS2. CSSQ46-SDS2. CBSQeOSDS2. CBM88-5052, CBSQ8&SDS2
8 cc, EDO. EOCU series
9 CCO-GOS2.5, FCCQ.SDS2. 5 Series
10 CPT44Z. CPTeW, CIPTW
11 EPS44& EPB44, EPI34e, EPBW
12 EPS4Z
13 LCB44, LC88e
14 LPC4Z.LPC6Z
is MPSW, mpaev, MPa88Z
10 PB44. P644R. PB46, PEN, PB6dR
17 PSS44fi, PBS46� PBS86
is PSVOIPSVIO
19 PC44-18. PC4113-18, PC48-162 PC64-16. PCOS-16 EPC44-18. EPC48-18, ERC48-15,
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20 PO4Z, PCJIIR2� POW, PCOIRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPO87, EPC5RZ, EPCaZ
EPG8RZ
21 PPS44-4Z, PPB".aZ
22 RPBZ
FL*10011wRb
*dMj
Product Model, Number or Name
1 FJA. FSA
2 FRFP
3 GH464 GH41", GH4". GHQA OH41 0-0, GH410-8. GHM-O, GM64 GHO8-8, QH68-
8� OH81 M, GH61 "
4 GLI35A. GLB68, GILBBC, GILB61D, GLS7A. CLEM. 01137C, GLB70
5 GLBTSI 2, GBLT012, GLBT510, GSLM6, GLSTS20, GSLT@2O
6 HGLBA, HGLBB, HGUBC, HGLBD
7 HOT-2, HGT-3, HOT-4
8 UFP10-SDS3
9 URFP
Product Dewdicition
Adjustable Post Gore
Adjustable Post Base
Adjustable Post Base
Post Cap
Post Cap
Embedded Column Sam
Embedded Column Use
Solited column cape with W1 ranging from 3-IX' to 9-1r2o and
W2 ranging from 3-5/8" to 7-1/2"
Screwed column caps willi WI ranging from 3-1fl" to 9-117and
W rainging from 3.&S" to 7-1/2"
Conossed Poet Tie Base
Embedded Pod Base
Embedded Pont Bass
Embedded Column Base
LightPostCep
Moment Post Base
Embedded Post Bass
Embedded Post Base
Round Post Base
Post Cap
Post Cap
Pot Base
Robot Post Bus
Product Dissociation
Foundation Anchor
Flat Retrofit Foundation Plate
Girder Hanger
Glularn Bearing Plate
Gluilarn Bearing Plato
Heavy Gfulam Bearing Plate
Heavy Girder Tiodown
Universe I Foundation Plate
Universe I Rdrcft Foundation Plato
Simpson Strong -Tie 2020 FBC Approved Products Updated 12000020
For drect Inks to all 86T Approvid; Isford below.
For additional Infon, atlon rogvrftg Flooda's 8tatowide Product Approval eysterm and NismiZade County Notice of Acceptance (NOA),
FL#10446-Rg
Affil
Product Model, Num bar or Name
Product Descriation
1
A21, A23, A33, A34. A35, A44
Angles
2
APA21, APA4, APA8, APVA21, APVA4, APVA6
Outdoor Accents Angles
3
APS44, APS44R, APVBOO, APBOGR, APB88, APB88R, APB1 010, APB1 01 OR, APVB44,
Outdoor Acoerft Post Bases
APVS44R, APVB86, APVBMR, APVB88, APVB88R, APVBIOI0, APVB101 OR
4
APDJT24, APDJT2R-4, APDJT2-0, APDJT2R-e, APVDJT2-4. APVDJT2R-4, APVDJT2-6,
Outdoor Accents Deck Joist Ties
APVDJT2R-8
6
APHN40, APHH48R, APHH6110, APHHGIOR
Outdoor Accents Heavy Hanger
8
APL4, APLO, APT4, APTO, APVL4, APVU5, APVT4, APVTe
Outdoor Accents L and T Searn-to-Column Ties
7
APLHZ4. APLH24R, APLIH28, APLH20K APLH210, APLH21OR
Outdoor Accents Light Hangers
8
BVLZ
Brick Veneer Ledger Connector
9
CBT2Z. CST4Z
Concealed Beam Ties
10
CJT3Z. CJT4Z. CJT5Z, C-JTOZ
Concealed Joist Tes
11
DJT14
Deck Joist Tie
12
DS
Dry Wall Stop
13
FC4. FC6
Framing Clips
14
FWANZ
Foundation Wall Angles
15
CAI GA2
Gusset Angles
18
H2A, H2.5T, H8, HIOA-2, H10S, H14, HGA10
HurricansTies
17
HCJTZ
Heavy Concealed Joist Tie
18
HH4, HHO
Header Hangers
19
KBSIZ
Knee -Grace Stabilizer
20
11.30,1_60.L70,1_90
Angier,
21
LCF4
Post Cap
22
LSW, LS50, LS70, LSOO
Skirovable Angles
23
LSCZ
Adjustable Stair Stringer Connector
24
LSSJ2eLZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21M2, LSW21ORZ
Field Adjustable, Jack Hangar
25
LSSRI.81, LSSR2.1. LSSR2.37, LSSR2.58. ILSSR210-2. LSSR410
Field Adjustable Slopeable/Skewable Hanger
2e
LTP4,LTP5
Tio Plates
27
ML23Z, IVL24Z, ML20Z, ML26Z, ML21OZ
Angles
28
MMH8
Root Tie -Dow
29
MMHC
Hinged Rod Connector
30
MMLU26, MMLU20-2, MMLU28, MMLU28.2, MMLU210, MMLU121 1, MMLU139, MMLU1311
Face -Mount Hangers
31
RSC�RBCP
Root Boundary Clips
32
RST-3
Roof Tlar-Down
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
34
STC,STCT.DTC,HTC4
TruirsClips
35
TJC37, TJC57
Truisis Jack Clips
30
Z2, Z4, Z44
Panel Stiffener Clips
FLI140447-1110,
Seall, PmductMadel, Numberor Namit
I AHEP
2 DSC2FZ.SOS3. DSC2L-SOW, DSC5RZDS3, DSC5L-SDS3
3 GBC
4 MCRI.81, HCP2, HCP4
5 HHRC2.2, HHRC42, HHRC42.2, HHRC4/1.61, HHRC44, HHRC5,2513.25. HHRC5.37r3-1Z
HHRC88
8 HRC1 81, HRC22
7 LRU20. LRU28, LRU2`10, LRU212
8 LSU28. LSSU28, LSSU210
9 TBIE-4, TBEe
10 TC24. TC26, TC28
11 THA29, THA213, THA218, THA218.2, THA222-2, THA41 3, THA41 8, THAC416, THA422,
THAC422. THA426. THA422-2, THA426-2
12 THAI 1.81122, THAl2,06122, THAl2,1122, THA1222, THAI322, THA13522, THA1422
13 THAL422, THAR422
14 THJA26, LTHJA20, LTHMA
15 THJM2-4-SDS3, THJM2.5-SM, THJU28, THJU28-W
18 TSBR2-24
17 VPA2, VPA25; VPA3. VPASS, VPA4
18 VTCR
ORTMIUM, Simpson Strong -Tie 2020 FBC Approved Products
EMFor dred Inks to all SST approval& rated below,
Far additional Information It""Irig Florldn't 8tMOWl" PrOdlicl Approval eYWOM Ono M1111tril-DINdS County
Updated 12rV2U20
Notice of A001Ptanics (NOA). CUCK HERE.
FLIN045&IRS,
M1
Emtmg2lffdw=
1
Err, BTB, BTH
Brick Ties
2
CMST1 2, CMSTI 4, CMSTCJ 8
Called Strapir
3
CS14, CS16, CS18, C820, CS22
Coiled Straps
4
CSHP18, CSHP20
Coiled %ape
6
CTS218
CompreasionfTension Strap
8
DSP, SSP, TSP
Stud to Plato to
7
H1. H10A, H2.6A. Hill. HO, H7Z, His, H16S, H16-2, H16-2S
HutricanoTles.
8
HOT-2, HOT-3, HGT-4
Heavy Girder Tledown
0
HS24
HurrIcanoTio
10
HSS2-SDSI.5. HS$2-2-SDS3, HQW-3-SD$3, HSS4-SDS3
Heavy Stud Shoo
11
HSTZ HST3, HST5, HSTe
Straight Straps
12
HTSIO, HTS20, HTS24, HT62B, HTS3a. HTS30C
Heavy Twat Strap
15
HTS01 OKTZ, HTS020KTZ
Heavy Twist Strap
14
LFTA
Light Floor Tie Anchor
15
LSTA9, LSTA12, LSTA16, LSTAI8, LSTA21 LSTA24, LSTA30, LSTA36
Staight Straps
16
LST149, LST1713
Siralght Straps
17
LT820, LTB40
Bridging
18
LT812,LTS18JTS18,LTS2O
LightTwisitStrap,
12
MGT
Medium Girder Tiodown
20
MST27, MST37, MST48, MST00, MST72
Straight Straps
21
LISTAQ, MSTA`12, MSTA16, MSTAIS. MSTA21, MSTA24. MSTA30, MSTA36, MSTA49
Straight Straps
22
MSTC28. MSTC40, MSTC52, MSTC156, MSTC78
Stalight Straps
23
MSTC4863, MSTC88133
Pro -Sent Straps
24
MST120, MSTI30, MST148, MSTIOQ, MST172
Straight Straps
25
MTS12, MTS18, MTS18, MTS20, MTS24C. MTS30, MTS30C
Medium Twist Strap
25
INCA200-12, INICA202-12, NCA2x8-115, NCA200-16, NCA202-10
Bridging
27
RCWI312, RMS14
Wall Bracing
28
RPS18. RP=, RPS28
Repair Plate Stop
29
RSP4
Stud to Plate Connector
30
SPI. SP2. SP4, SM. SM
Stud Plate Tie
31
SPH4, SPHO, SPH8
Heavy Stud Plate Tie
32
W.5, S82.5, SS3, SS4.5
Stud Shoo
33
Srg, ST12, STIO, ST22, ST292, ST2122, ST2115. ST2215. ST0215, STOM4. ST523a
Straight Straps
34
TB20. TB27, TB30, TB36, TB42, TB40, TS64, TEM. TBOO
Tension Bridging
35
TWBI 0, TW81 2, TVVSI 4
Wall Bracing
38
VGT,VGTR,VGTL
Venable Pfth Girder Tiedown
37
WBIOO, WSIOOC, WS120, WBi2OC, WR143C
Well Bracing
AM
Al"
Product Dwriptilon
1
C81-12.374.5, 091-12.370.03, C13H2.37xg.75
Adjustable Hip -End Connector
2
DU, DHU, DHUTF series hangers
Drug Strut Connectors
Gable Brace Connector
Hip Carrier Plate
3
HGU3.63-SOS. HQU5.25-9Da HGU5.50.SDS, HGU5.624SDS, HGU7.MSDS, HGU7.25.
Heavy Hip to Ridge Connectors
SDS, HGU9.O0-SDS
4
HGUS series hangers
Hip Ridge Connector
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.02-SDS, HHGU?.O"DS, HHGU7.25.SDS.
Light Slopeable/Skewable U Hanger
HHGUO.00-SDS
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS210-2. HHUSQ, HHUS48, HHUS410, HHUS5.50110,
TrussClip
HHU87.25MO
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC seress hangers
Adjustable Truss Hanger Sized for Wools
Skewed Truss Hanger
Multiple Truss Hangers
8
HTU26, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2
Multiple Truss Hangers
9
HU, HUC series hangers
Truss Spacer -Restraint
Variable Pitch Connectors
ValloyTru"Clip
10
HU001.81/9-SOS, HUOQI.81/11-SDS, HU00210-2-SOS, HUCO210-3-SDS, HUCQ310-
SDS, HU00410-SDS, HUC0412-SDS, HUCQS.25A-SDS� HLIC05.25i'll-SDS. HU00610.
SDS, Hucoel2.SDS
Simpson Strong -Tie 2020 F13C Approved Products
Updstodl2r"MO
Far direal Inks to all GOT approvals lead below, CLICK HER
rearearearessal
For additional inliormation regarding Flarldsis Statewide PrpMct Approval System end Marni-Dade County Notice of Acceptance (NOA).
I'Llpt 14WR5
J%U
Produalt Model. Num bar or Name
Product Description
I
HHUS210-3, HHUS2104
Joist Hanger
2
HRSO, HRS8, HRS12
Step Ties
3
HUCO210-2-908, HUCO210.3-SDS, HUCQ310-SDS
Joist Hanger
4
THGS2, THGO3, THGBI-12, THOSH3, THGBH4
Joist Hangar
5
THGQ2-SDS3, THGQ"DS4,5, THGOH2-SDS3, THOCH"DIS4.5, THGQH4-SDS8
Joist Hanger
6
THGW", THOW34, THOW4-3. THGW44
Joist Hanger
FLA 14MRS
Aga
Product Model. Number or Namfe
Product Description
1
DETAL20
Double Embedded Truss Anchor
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
3
HIa, H10S, HIS-2t Hle,2S
Hurricane Tie
4
HETA12, HETA10. HETA20, HETA24. HETA40
Embedded Truss An char
5
HETAL12, HETAL18, HETAL20
Embedded Truss Anchor
8
HGAM10, HMO
Masonry istreft connections
7
HHETAIG, HHETA20, HHETA24, HHETA40
Heavy Embedded Truss Anchor
8
LGT2, LGT3.SD$2,5, LGT4-SDS3
GirderTisclow
9
LTA2
Lateral Truss Anchor
10
META12, META16, METAI8. META20, META24, META40
Embedded Tniss Anchor
11
MSTAM24, MSTA11,08, MSTCM40, MSTCM80
Strap Tie for Masonry
12
IMTSMIO, MTSM20, HTSMIO, HTSM20
Twist Strap for Masonry
FL#1111496w]RS
AMg
Product Model. Nuts bor or Name
Product Description
1
Orri Z
Deck Tension Tie
2
H012, H019
Baked Holdowris
3
HD313, HD55, H076, HOW
Gated Holdownis
4
HTT4, HTTS, HTTS-&4
Tension Ties
5
L719, LTT208, LTT131
Light Tension Ties
1`11.6113621145
AW P du Product Description
1 SEI&Sx24, SB7/8x24, SBIx3G SBAnchorBots
2 SSTB16, SSTB20, SSTB24, SS11`828, SSTB34, SSTB36. SST818L, SST82DL, SSTS24L, SSTS Anchor Boh
SSTS28L
F6fflVff2-R4
J§W
Product Model, Kum for or Nam
Pmduat Ordicifliction
I
CMSTI 2. CMSTI4, CMSTCI 6. CS14; CSIO, CS16, CS20, CS22
Coiled Straps
2
HRE6, HRS8; HRS12, FHAO, FHAQ, FHAl2, FHAIS, FHA2A, FHA30, MST126, MSTI36,
Stops 97 mil (12 go)
MSTI48, MSTI80, MST172, S/M9W, SIMST37. &MST49
3
HTS16, HTS20, HTS24,14TS28, HTS30, HTS30C
Heavy Twist Straps
4
LSTA30. LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA118, MSTA21, MSTA24
Straps 43 mill (18 go)
5
I -STAID, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292, ST2122, $72116. ST2216
Step 33 dill (20 go)
0
I-SUIBI-13.25, SUBH3.25, MSUSH3.25
Bridging Connector
7
LTPS
Lateral Tie Plate
8
LTS12, LTS16, LTSIS, LTS20
Light Twist Straps
9
MSTA30, MSTA36. STO215, ST6224, STIR, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (18 go)
10
MSTCOS, MSTC78, STS238
Straps as mill (14 go)
11
MTS12, MTSIO, MTS18, MTS20, MTS30, MTS24C, MTS30C
Medium Twist Straps
12
S181.56, S/B1.811, S02.05, SIB2.37, SW.50, SFB2.08, S1133.12, SM.56, SIB3.62, SfB4.DS.
Top Flange Joist Hangers
WB4.12, WB4,28, StB4.75, SW.50
13
SMA2.1218, SeA2.12/1 0, S/BA21 2112, SIBA2.12114, S/BA4.18/8, S/BA4.18/1 0.
Top Flange Joist Hangers
SfBA418/12. SIBA4,18114
14
S1H1A
Hurricane Tie
15
SHDSS, G/HDOB, SND1GS1 StHO108. St-4015S, aMD158
Holdowns
10
S/HDU4, SJHDUO, SIHDUO, S1HDUi I
Holdowns
17
SIJCT, WHJCT
Joist Hangers
Product Dissertation
Concealed hangers
Face-mourrit (OU, DHU) and top-lange (DHUTF) hangers
arvallable In widths ranging from 1-9/1&'to 3-WIO" and heights
ranging from 9-1/8" to 23-15/1811.
Face -mount hangers
Faco-mount hangers available in Wdthr ranging from 1.518"to 7.
318" and heights ranging from 6-6116"to 12-71811,
Face -mount hangers
Face -mount hangers
Skewed face4nount hangers available in widths ranging from 3-
118" to 6-118" and heights ranging from 4-3i4"ta 15-.V4!'.
Concealed flange version (HSURC, HSULC) avallsbe for all
double 2X end 4X models; only ricuts flange 0 concealed,
Face -mount hangers
Face -mount hangers available in widths ranging from 1-9/18"to 7-
1/2" and heights ranging from 2-718"to 19-114". Concealed flange
version (HUC) available for all models harving width equal to or
greater than 2-9MO".
Feewinount hangers
Simpson Strong -Tie 2020 FBC Approved Products Updated 112=2020
For direct Inks to aif SST approvalls Isled below, CLICK HER
For additional information regarding Florida's Statewide product Approval System and Marri-I)a0s County Notice of Acceptance (NOA), CLICK HERE,
15
$fLBV1,50, SILBVI.81, SILBY2.06, SfLEV2.37, SWV2.50, SILBV2.e8, S&SY3,12,
Top Flange Joist Hangers
SILBV3,58, SILBV3.62. SIUSV4.06. S/LaV4.12, SFLBV4.28, S&BV4.75. SILBV5.60
19
S/LTT20, SiDTT2Z. S/HTT14, HTT4, HTT5
Holdowns
20
SIMSTSO, SUST72
steps 118 trill (10 OR)
21
SP4, SM
Stud Plato Tire
22
SSP, DSP, TSP
Stud Plate T"
2B
STC, DTC
Truss Clip
24
TBD22
Truss Brace Diagonal
25
TJC37
Trusis Jack Connector
FLA1390446
Aw EM ILM I
I CCQWG.a2-SOSHDG, CCQM4.82-SDSHDG, CCQM5L50.SDSHDG, CCTQMS.62-SOSG,
OCTOM4.82�SDEIG, CCTQM6.50-SDSG, COCOM21.82ZOW, CCCOM4.82-SOSG.
OCCOMSZO-SOSO
2 ECCLOM3.62G-KT. ECCLOM4.62G-Kr. ECCLOM5.50G-KT, ECCLLOMD3.62G-Kr.
ECCLLOM04.82G-KT, ECCLLOMD6,500-Kr, ECCLROMD3.62G-KT, ECCLRQMD4,O2G-
Kill", E0CURQMD5 50G-KT
3 HGUYS.25; HGUM5.50, HGUM7,00, HGUW.25, HOUMS 00
4 LGUM20.2, LGUM26-3, LGUM2154, LGUM28-2, LGUM28-3, LGUM2S-4, LGUM210-2,
LJOUM210-3, LGUM2104, LGUM46: LGUM48, LGUM410
5 MSHIA3.1119.25, MBHA3.12fll.25. MOHA3.5W.25, MBHA3.56M-25, M13HA&I50111.25,
MSKA&58111.88. MBHA3.66M4, MBHA3.50116, MBHA3.5OM8. MSHA5-GW.25,
MBHA5.5019 25, MSHA5.5W1.25, MBHAS-SW11.W. MBHAS.5CV14, MBHA5,5W1O,
MSMA5.50118
6 MSHU3.5&9.25, MSHU3.50/11.25, MBHU3.58il 1.85, MBHU3.5811 4. MBHU3,56/le,
MBHU3.5&18, MSHU56019.25, MSHU6.5V11-26, MSHUS.6&11488: MBHUS.50/14,
MSHU5.50/16, MBHU5.50/18
FLA143975-RO
§W lanliduct Model, Number or Name
I SDW223M. SIDW=M SOW22433, SOW22458, SDW22500, SOW2WOO, SQW22eU.
SDW22834
2 SOM15450, SDWC1 mo
3 SDWH19300DR SOWH19400DB. SDWHIM=DB, SDWHIQBOODB, SDWH1QI000DS
4 SDWH27400G. SOWH27OOOG. SDWH2?MG. SDM271000G, SCYWH2712000
5 SDWS16212, SDWS163DO, S0WSI 6312, SDMI 6400
a SOV115119800, SOWS1 9712, SDWS2240O,SDWS225D0,SM%W2512, SDW322000.
SDV=800, SDWS229OR SDM221 000, SOM221 100, SIDWS221200, SOWS221 500
7 SDWS2230OD8, SDWS224CODB, SOWSZ?50008. SDWS221OOODS, SOWS228WOB,
SDWMIODOOB
8 SDWS22312DBB, SDWS22512DBB
9 SDWS273006S, SDWS274OOSS. SDWS276008S. SDWS276DOSS, SDWS2780OSS,
SDWS271CODSS, SDWS27120OSS
ID SOM13400
11 STN22
Product Descricition
Masonry Pier Caps
Masonry Pier Caps
Heavy Masonry Hangers
Masonry Boom Hangers
Masonry Top Flange Boom Hangers
Masonry Boom Hangers
Prioduat Dwdg§ga
Strong-DNe SOW EWP-PLY and TRUSS -PLY Sorovai
Strong -Drive SDWC TRUSS Screw
Strong-Drivis SDWH TIMBER-H E)(Scrow
Stang -Drive SDWH TIMBER-H EX HDO Screw
Sirong-Drive SOWS FRAMING Screw
Sirong-Drive SOWS TIMBER Screw (Interior Grade)
ftong-Drive SOWS TIMBER Screw (Exterior Grade)
Outdoor Accents Structural Wood Screw
Staing-Drive SOWS TIMBER SS Screw
Strong -Drive SDWVV SOLE -TO -RIM Screw
Outdoor Accents Hex -Head Washer
FLtnN63-11113
All"
Product Model- Number or Name
product pmfintlon
I
AS 10. AS I W", AS 1688
18 ga. Truss Plotter
2
AS 20HS
20 go. High Strength Truss Pigs
3
AS-20
20 go. True* Plate
4
ASHP
Hinge, Plato Connector
1`11.01673044
h"
bar or Name
Product Descritillon
I
p
Adhesive Anchor for concrete
2
GAC, GDP, GDPM-60, GDPM.75, GOPM-100. GOPS, OW-50, GW-76, OW-100, GTH
Gall-actursed fitirterions and asserimblies
3
PDPA, PDPA-K, POPA-MG, PDPAT, POPAT-K PINW, RNWID, PINWP.W, PDPAWL.
Powder -actuated fasteners, threaded stituds, and assemblies
PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4
4
SET-3G
Adhesive Anchor for concrete
Simpson Strong -Tie 2020 FBC Approved Products Updated I2rXM20
For direct links to $11 8STapprovAIS listed below, CLICK HERE
For additional Information regarding F110114111`3 Otidowde Product Approval eystern and Maff#4)ade County Name or Acceptance (NOA), CUCK HERE.
11 HUS, HUSC series hangers
Firce-mount hangers available In widths ranging from 1.5/8'to 3.
Off 6" and heights ranging from 4-511V'lo 11 ". Concealed flange
version (HUSC) available for models having width equal to or
greater then 3-9/16".
12 ILIS @arias hangers
Faco-mount hangers available In widths ranging from 1-7/8"IlD 3.
518" and heights ranging from 9-114" to 1 (r.
13 LGU3.25-SOS, LQU3 63-SDS, LGU51"DS
Face -mount hangers
14 UU24, LU215, LU28, LU210
Face -mount hangers
15 LUC26Z, LUC2102
Face -mount hangers
18 LUS "ties hangers
Face -mount hangers available in widths ranging from I-Wil 6"to 4-
518" and heights ranging from 3" to 10-1 511V',
17 MGU3.e3-S" MGU5.2&SDS, MOU5,50-SIDS. MGU5.62-SDS, MGU7.00-SDS
Face -mount hangers
18 MIU series hangers
Face -mount hangent available in Wdths ranging from 1-9116"to 5.
it$" and heights ranging from 6-16116"to IOAZ,
19 MUS20, MUS28
Face-mounthangers,
20 SUR, SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
0/18" to 3-WIVI and heights ranging *am 3-1 tl &'to 13-3/4"
Concealed flange version (SURC, SULC) available for all double
2X and 4X rinodiffs; only *am flaripir Is ocinoisoled.
21 U series hangers
Fooe-mount hangers available in widths ranging from 1-911s"to
Wand heights ranging from 2-5W'to 11-114"
F1.11111OW-111111
§W
Product Model, Number or Name
Product Description
1
BA sorlso hangers
Top flango hangers available in widths ranging from I -911&'to 7-
1/8" and heights ranging from 7-11&'to W'.
2
DGBF series hangers
Top flangs, hangers available in widths ranging from 3-516'to 7-
its" and heights ranging "in Q-1/,Vlo 24'.
3
DGF series hangers
Top flange hangers available in widths ranging from 1 -10 to 3-
Us" and heights ranging from 7-1/4" to 24'.
4
DGHF sense hangers
Top flange hangom available in widths ranging from 1-3/4" to 3-
5A" and heights ranging from 9-114!* to 24"
5
EGS, EG7. EGO sores hangers
Top flange hangers available in widths ranging from 5.114" to 8-
718" and heights ranging from 11" to 32-IrZ'
6
EGO series hangers
Top flonge hangers available in widthe ranging from 3-6AY'llo 7-
1/4" and heights ranging from 11 -11,11"to 37'
7
GLS series hangers
Saddle hangers available in widl ranging from 3.19' to 8-7XI
and heights ranging from B-11211 to 261.
8
GLTV series hangers
Top flange hangers available in width* ranging from 3-14'to 7-
ltg" and heights ranging from 11 " to 32'.
9
HB sorin hangers
Top flange hangers available In widths ranging from 1 -9/1 O"to 7-
1/2" and heights ranging from 8" to 30",
10
HGLS series hangers
Saddle hangers available in widths ranging from 6-1 X1 to a-7/8"
and heights ranging from iO-112'to N'.
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-114" to 5-
7/8" and heights ranging from ?-ItZ' to 32'
12
HGLTV sores hangers
Top flange hangers available in widths ranging from 3-1 IW* to 7-
1/8" and heights ranging from 14" to 3W.
13
HIT series hangers
Top flange hangers available in widths ranging from 2-W1O"tD 3-
QM 6" and heights ranging from I Wilo 2&',
14
HUSTF series hangers
Top fiengeialst hangers available in widths ranging from 3-118" to
WWand heights ranging from 15-30V'to 13-IN'.
15
HUTF. HUCTF series hangers
Top flange hangers available in widths ranging from I 4UIV'tD 5-
1/2" and heights ranging from 3.711&'to 15". Concealed flange
version (HUCTF) available for ell models having w1dth equal to or
greater then 2-9/16",
16
HV/P series hangers
Top flange hangers available In widths ranging from I -WIS"to 7-
1/8" and heights rangIq from 5.31&'to 261.
17
HWPH series hangers
Top flange hangers available In widths ranging from 1 -9/1 (Y'to 7-
112" and heights ran ping from 5.3/&'to 32'.
18
ITS series hangers
Top flange hangers available In widths ranging from 1 -9/1 Wto 3-
"" and heights ranging from 9-1 /&'to 16'.
10
J13 set" hangers
Top flange hangers available In width of I .911V'ond heights
ranging from 5,VO" to 7.114".
2D
JBA series hangers
Top flange hangers available in width of I -QMV'ond heights
ranging from O-VI V'ta 13-1/8".
Simpson Strong -Tie 2020 F13C Approved Products Updated I Z""M20
For droot Inks to all GST approvals Isted below, CLICK HER
For additional nformation regarding Florides StallowWo Product Approval System and Marni-Dade County Notic, of Acceptance NOA), figW&M.
6 SET_XP
Adhairwo Anchor for concrete
6 Strong -Solt 2 (STS2, STB249S, STS24SS)
Stong-Soll: 2 Wedge Anchor for concrete available in carbon
Mal and Types 304 and 316 stallniess steel
7 Titan HD (THD-H, THD-HMG, THD-H4SS, THID-HOSS, THIDCS. THD-CSOSS)
Titan HO Heavy Duty ScrewAnchorfar concrete and masonry
awallable with hex head in carbon steel and Types 304 and 310
stainless staill, or with countersunk head in carbon steel and
Type 316 stainless steel
8 Titan HO Rod Coupler (rHD37634RC, THD50934RC)
Than HD Threaded Rod Coupler for concrete
0 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH,
Then HD Threaded Rod Hanger for concrete
THD50234RH, THDIO212RH)
10 Wefts -All WA)
Wedge -All Anchor for masonry
FLOIS23(1.M
AMA
1 AT.XP
2 ET -HIP
3 SET-XP
4 ftong-Boll: 2 (ST82)
6 Tien 2 (TTN2)
6 Titan HD (rHD-H4SS. THD.H&SS, THD-CSOW
7 Tron Turbo (TIn
F1.11116111137-1113
All" PMduetROdel.NUMbOrOrN&MO
1 )0481 13115-51<� XISI 010, X1 SI 0184K X01 S1 018. X01 6101 &4K
2 XL01 I 4TI 224. XLQ1 14BI 224-2K
3 XM01 1481224. XM01 1481224-2K
4 XQI 14SI 224, XQ11481224-2.bK X1 14SI224, XII 1 2SI224, XQ1 1281224-2K
6 XU34$1016, XUS4131016-51K
FL#35320-RO
figLg Product Model. Number or Name
1 DSSCB43.5: DSSCI348, OSSCS48, OSHS
2 FCB43.5. FCB45.5, FC847.5T FCB49.5. FCB411.5
3 FPHSD34S1O1O, FPHSD3481010, FPHSD34B1O1"K, FPHSD34S1214,
FPHSO34Bl2I4, FPHSD34B12I4-6K
4 LSFC2.25. LSP04.25. LSFC8.25, SFC2.25. SF04,25. SFCO.25
5 LSSC4.26, LSSCO.25, SSC2.25, SBC4.25t SSCO,25: MSSC2.26, MSSC4.25: MSSOO.25,
MSSC4.25KW, MSSCB.26KW
6 RCKWS, RCKM.5, RCKW7,6, RCKW3S. RCKW5.5S
7 SCB43.5, SOB45.5, aCS47 5, SCB49,5, SCS41 tfi. MSCS4.5, MSCB475
8 SCS32-5,97. SCS02-5107, SCS152-5/118. SCS82-511 18
9 SOW3.25, SCW5,5
10 SJCa.25, SJCIO.25, MSJC8.25, MSJC10.26
11 SS83.518
12 XLSH34B1414, XLSH7881414
13 X01 SI 018, X01 81016-4K. XQIS1 214: Wail 214-3,SK, X078S1224, X07881 224.3K.
X01 14$1224, X011481224-2.SK X01 12SI 224, XQI 1281224-2K, X3481018-5K
XIS1010, MB1016-41K X131214, X181214-3.5K
Piraduct Description
AT-XP High -Strength Acrylic Adhesive for concrete of masonry
ET -HP Epoxy Adhesive for masonry
SET-XP High-Strangth Epoxy Adhesive for masonry
Strong -Bolt 2 Wedge Anchor for masonry
Titen 2 Screw Anchor for Concrete
Titan H D H"viDuty Screw Anchor for concrete available in 304
or 318 stainless steel with hex head, and 316 stainless steel with
countersunk head,
Titan Turbo Screw Anchor for concrete or masonry
Product Downfallen
#10-10 Shong-Drivis X Metall SellZrilfing, ToppingScrows with #3
DIIII point
#12.24 Stiong-Orive XL Large -Head Metal Sel-Drilling, Tapping
Scirevis with 06 Drill Point and Large Darmillivir Hex Washer Head
#12-24 Strong-Ofive XM Medium -Head Metal Self-DrIlling.
Tapping Screws with #5 Drill Point and Medium Diameter Hex
012-24 Strong-DrIvis X Meal Soff-DrIlli% Topping Scrowe with 06
Drill Point
#10-1 a Strorig-DdveXU Metal Self -Drilling, Topping Sorowevoth
#1 Drill Point
Product Descricifion
Bypass Framing Drift Strut Connector
Bypass Framing Fixed -Clip Connector
#10-18 and #12-14 Strong -Drive FPHSD Framiniii Seff-
Drilling, Tapping Sews
Steel Framing Con nector
Steel Stud Con nectors
Rigid Knee Wall Connscrair
Bypass Framing Slido-Clip, Connector
Bypass Framing Connoctcr
Head -of -Wall Slide -Clip, Connector
Steel Joist Connectors
Bypass Framing Slide -Clip Strut Connector
#14-14 Strong -Drive, XLSH Shouldered Self -Drilling, Tapping
Screws
N10-18� #12-14, and #12-24 Strongi-Drive X Metal Seff-DTilling,
Topping Scrowe
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MIAMF laAwa-DADECOMY
ram fto9UCrCCff=dLSZCrzM
I 1W5 SW 26 Svie%.-Rooft M
J)"AMMMOF MGMAT01M A" ZCM 0MC RKSOURM OM Mum Ma"
T(736)311S-2M
.NLOTICE,OF ACCEPTXNCE (NOA)
PGThMhMriM2bW-
1070 Technolor Drive,
Nordt Venict, FL 34275
scam:
ML."NOAisb6agissued=Wer&eqVhcibk-miesandtegaktiowgpveming&euwofconthvctionmu*r4b.Mw
docmmtshmsubmMedhwbwnmvww,edudomqgodbyMiam-DK&CointyRER ProductContralSechohlo
bewedicMuoiDede CmdyaW adorwaswhat zl1owe4bydwAu&arAy Hovingludsdic6m (AID).
This,NOA "not bevAid aftr the expivAon date sbftdbe1awTUe Mami-Dadle County Product CQwhrd Seciku
(In bfmw Dade C;ouaty) anNorthe AM(= armsedw d=Mm Dade.Cmay),reserve the tight to havv this
productortudwaltestedfbxqualdyammom U"produdornateridfmibtDpedxmin*e.-acce'pted
PUTOSM
umner, 1hemmuftdwerwill incurthe expense ofsu& testing andthe AlUnuyuvnmdsmhdyzevabe,-jnodify. or
this
a to
sadading the High VelocAyHurricaut Zone.
DESCREMON: Soria "557012770"Vult1i Silding Glass Dow (R*iwfaram4wAr*90* & 13P corarri-LML
AMOVAL DOCUMENT- DrazingNo. MD-55MA ReYR, Vied "Vmyl Sliding Glass DoorNOA aW', sheft
I 6rough 21 of2 1,,"aredb
ymauufiu*u*r, dded 10105A 5 and last revised on 021010-1, s4ned and seAM by
A. LyMMHkr, P.E., bearing ihe Miami-Dode CoontyProduct Contral Revision thump withtheNotice, of
AcceVw=eu=*er&ndexpit*ian date bydw Mami-Dade County PioductControl. Secfim
MrAUXIMPACT RATEM Lair and Swaall?&sdle Impact Redisaut
Limitatiour.
L . See table I (sheeQ) mA table 2 (*WD fbrapp&AbleSG1) unit sum&, design pressures, reinfamments
gins tnm, sill. rim (see table B-1 & S-2,sJKqft7_8) andancharkyoM sheeftreq4ranaftin 11 dnu16_
2. RqodV&o PVC, Tan (Kau -white) RVdPVC andBromeaMd T#iu*dor1u=Med)whftRqpdPVCto be
t&bekdperteftewedN0Xsreq*emeaW
3. Epess operabledoonm=toomplywithmin clwrwtd&orhaotperFBCrequkementas applicible.
4. Pocket wab under sepwateapprov4 tobe revievw4byBuildiagafficiml
LADEUNG: Eachunif dtall bear a pemment label with themanufactuireesnana. orlogo, city, stateaadserift and
followingstatmaeur 1%1iami-Dw*C4u*Product CoamalApproved",noied herem
REN-EwAL.of ous NoA won be counderedafter a nmewal. apphmtm hu beenfiledand dmehasbeenuo
dboWinibe applicablebud&*codestegafiwlyaffactitglbepetfaftmiceofdjispro&wt
TERIMAITOIN ofthis NOAwsll ocrur albertmexpiration date or if thesehasbewammmorchmpinihe
Mtwdl� use, Misuw of*" NQk as , a n Mion"0111 of MnY POW,
forsales, advatsingorany odwrpuqx*es*A autowaficallyumnimtediis N0A.Fad=et6coW1ywidxMW
secion of"MOAshillbe comforievw6dionandatmovaloMO&
AD'%T_RTISEMF_NT: The NOAnualm precededby6e wor& MaunZade Cmuty, Flonl* and folkmedbythe
cqmbond&tL-=aybedisoayedmadv"mgamfte-. IfanyportionoftheNOAisdispbyed, then itshall be
done in At enWvty.
INSPECTION-: A copyof " eativeNOAAallbeproviciedto *L,-mwby*e nuwA,cft=ror* &%kfttx% ad
shaH be "mUble forkVect�,* at *ejob si* at Oc vmpuxt offheBuildiug'OfficW.
MAs NOA revises & remem INOA#20-104".05 and con3ists ofddspW I andevidenceparis E-1. E-21 E_3,1��
E-5 & F-6 as well. as approval dommuml amwtioned above-
7he zubwiftd documenafion was . rewiewed by IsUq IL Clo ads, P�E
NOA No. 11412P,513
Fapipation Datet April 14,2026
Approval D*t*:Marth MM1
Page I
PGTU"Irim IM -
NOTICE OF ACCEPTANCE: EVIDENCESUBMITTEI)
2. Evidence Submitted under prrvmls. submittal
A. DRAMINGS
1. 1kawing No. MD-55M.0 Rer B, tilled -Vinyl Sliding � Gim Dow NOA aW, sbeets
I dwugb 21 of 2 1, pqmted by manubwturer, dated M05/15 and last w%liedan
04122/20, signed and seaW by A- Lynn Miller, PY_
B. TESTS
1. Test reports on: 1) Air luffimion.7est. Per FBC, TAS 202-94
2) Unfam Static Ak Passaw Test, Loadiagper FBC, TAS 2027-94
3) Water Resimance Tea, per FBC, TAS 20244
4) Lap Missile Impact Test per FBC, TAS 201-94
5) Cyck Wind Pmssuft Loadingper FBC, TAS 203-94
along with nadwd-W dawmV and uttalkhon. diagraini ofall PGT Industries, Inc
nytewntative units listed below and tested to qua* Dowd 791 and Dowsid 9 93 dicones,
pvqmvd by Fenestrafical. Testing LaboWory,, Inc., Test Repoits No-:
FT1,7897, PGT PW5520 PVC Fixed Window (uft 6 in "os4, dated 09/03114
Fl-L-20-2107.1, PGT SGD730 Alconinuan Sliding Mw Door Cant 7 in proposal) FTL-20-
2107.2, PGT CA740 AlunL Outswing Cmement lViladow (=A 8 in Proposal) FIT-20-
2107.3, PGT PW7620A A lunimm Fiwd Window (unit 9 in paposol) and FrL-20-2107.4,
PGT PW7620A Alurniman Fixed Window (unit 10 in proposal) dated 07/1342D, all signed
and sealed by Idalmis Chtega, P.E_
C CALcmAnon
I Anchor veriAcation calculations and StEWNF21 MWYSM CU*lYft with YBC 7&
Edition (2020X deed OV22P20. ps by aianudochmr signed and scaled -by
AntlIORYLyunNWler, RE.
2. GbzWg complies with ASTM113W04,-M,-12 and -16,
D. QUALITY ASSURANCE
MiamiZade Department ofRegulatory and Econiomic Rmurces MM).
E. MATERIAL CERMCAT IONS
1- Notice of Acmpt2nce- No. L94LM02 kwed to Kumar America, Inc. for dmir
"TrosifeW Ultraclear, Cleari and Color P%`B Glass InterkyeW, expiring on
07M24-
2. Notice of AcceTtawe No. 174=3.02 Lwied toKurarky America, Inc. fordmir
"SentryGh4 (Clw nd Whfte) Gbss hiMUyerf', expiiing on -07/04)23.
3- Notice of Acceptance No. 18-110C10 ismed to Vision Exuusions Limited for their
"Biown Coated (Painted or Laminated).White Rigid PVC Exterior Extrusions
forWkdowsandDooze, expkingon09/30124.
A. Not -we of Acceptance No. 19-11%.11 i%wied toVision Exhusiow Lin*ed fort ' heir
series "VE 1000 Tan 202 and Aghter shades Rigid CeAular PVC
ExteAor Ex&usions for Windows and Doors7, cqiring on 12n9/2 1. 1 ;"7
Product Control Usk Supervisor
IN" 140. 11-6105.03
Exp"tion. Date.. April 14,2026
Approval Dow. h1arth 25,2621
E 4
FGT Indamies. bit.
NOTICE OF ACCEPTANCE. -EVIDENCE SUBMITTED
1. Evidence submit" under previonsN10A
A. DRAWINGS
L Manufactwer!s 4ie drawings and sections.
(Submifted under NOA Ar& 11-010 7 04)
2- Dawing No. N16-5570.0, titled'Vmyl Ming Glass Dom NOA aW, sheets I
through 21 of 21, pirpared by manufwturer, dated -IQ0545, with revisim A dated
04105/17, signed and Se*d bYA-LY=Mner, P.E.
B. TESTS
L TcdvqWon 1) U"m Static Air Pkaw Test, per FBC� TAS -M-94
2) Luge Wissike Impact Test Per FBC, TAS 201-94
3) Cyclic Vrad Pressm Loading per FBC, TAS 203-94
along with-razleed-up dmvings, md instaMon dMpm ofvivyl sMing glass docc PMP2red
by Fenestratift Testing Lab, lnc�, Tat Report"No- FTL $717. d'ateld 11107/15, s4� and
scaled by Idaluis Ortega, P_ E. (Tlest wpoit kvised 'on 024 5116 and 0124110)
2, Tatteswon I)AirinfatmtionTest,perFBC,TAS2M-94
2) Ubiform; Static Air PRssm Test- per FBC, TAS 202-94
3) Water Resistance Teo, per FBC, TAS M-9C
4) Lo
. V Missk Impact Test per FBC, TAS 201-94
5) Cyclic Wind Presmre Loadingper FBC, TAS 203-94
.6) Fated Entry Test, per FBC, TAS 202-94
along . wAh=adwd-vp drawinp and maWlahat diagram. of vWA sliding glass door, "aied
byFenestration Testing Lab, bc�, Test Rqx)lt No- FTL &546-, dated I I)MIS, signed and
scaled by id*& ottega, P_E_ (rest mportrevised on oimn6 and o2tnnom)
3,, Test teportm 1) Air Infiftration Te&t. per FBC, TAS 202-94
2) Uaffoun Static Air Piessm Test, per FBC, TAS 202-94
3) Water Resis-Unce Test per FBC, TAS 202-94
4) Lisp Missile bqxact Test per FBC, TAS 201-94
5) Cyclic Wind Preme Loading per FBC,. TAS 203-94
6) Faced Entry Test, per FBC- TAS 202-94
jlong withmadmd-M drawings ad inaWlatim idngtakn ofvmyi shding glass. do",prepared
byF Testing Lab, Inc, Test RcpW No FM M7� dated 12/0411 5r signed. and
sealed b est report mise6 on 02J1 916)
.y Idalmis Oriega, P. E..Cr
4- Test report an 1) Airinfi*zion Teo, per FBC, TAS 202-504
2) UniforM Static Air Pressure Teo, per FBC. TAS 202-94
3) Water Resistance Test per FBC, TAS 202-94
4) Up M&We ImW TW pff FBC, TAS 201-94
5) Cyck-Wwd Pressure Loadingpa FBC, TAS 203-94
6) Forced Entry Teo, Per FBC, TAS 202-94
along wjthmzW-W df2wnW and instaftm diagram, ofv.m34 diding glass do" p"ared
by Fenestrafilon, Testing Lab, Im, Test Report No. IFTL.&M. dated 12104115, signed ad
sealed by Idolmis Ottcgk P. E. (Test report wAsed on OIAW16 and 02111116)-
1;(,.7 (r zkt,71-
IA*q L Owzd-, PJE.
Product Coutrol Unit Supervisor
. NOA No. 21-4206-0.3
Expiration Date-. AwRI4,2024
ApIworal DAW starch'.46, 2021
14
CGI Windows and Doors, Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTEFICA71ONS (continut)
5. Quanex: Part Sum &Mer Standard compb* with.,kSIM C518 TWmaW Coutluctivity
0-991 BMW br.-ftkT, ASIM F 1249 WV`1RP=, ASTM D3985'0ry7*PV�% ASIM E
2190 I.G_ DuralAlity-No -fog-Pass. f&bmt*d anderpm4ms NO.4 MO. 15440105)
QUM= Part. conVly&g with ASTM C518. Thennal Conducti%* 2-22 BTUW
hr.-W-11F, ASIM F 1249 WVIR-Pass, ASIM D 1434 Aigan Pmn=c6?ass, ASDA E
2,189 I.G_,Dunblity-No Fog, ASTM E 546 Dew Point DevekpnM--201F in 48 bm
(Svbw**d under NOA Ara. 15-046-4.05).
7. Vision. Extntsionk Ltd- Posts complying with PVC-AAMA 303-13, Vahmiary Specification
for Ripd Pokjvm)4 Chloride (PVC) Extem Profiles for Vmm EM=aw Ltd. -VEX I by
AAMA Fenestration Fidenor Profile Catiftndion Ptqpam, (Submtmd under NO.4 Na J 5-
8- Vision ExUusiws, Ltd- Pats complying with PVC-AAMA 303-1.3.
(SobwW4 under NOAMe 15440105)
9- PVC-AAMA 303-13, Voluntary Specdatim for Rigid Polyvwyl Monde (PVC) Exterior
Pmfiles for Vision Egmsims, Lt&VEX-1 by AAMA, Fenestration Exterior Proffle
Ctrtificationftg=
10. Notice of Acceptance No- W1217.14 issued to Energi Fenestration Sobuion, USA, Inc. for
tbeir "01an SM & ftk shade (non -white) Wh* Rigid PVC Exterior Extrusions for
Windows and DooW. mirio on 02/04al.
11 Natke of Acceptance No. 13412LO2 issued to Fmcqo Fenestratim SoWtM USA, Inc, for
deir -sem -WWte RWd PVC F.Itterior Ex&usim for Windows and-Doori-, expaing an
0212&023-
M Notice of Acceptana No. -2"203,03 isstwd to Evergi Fenestration Soluitim USA, Inc. for
ther -IsroLve & Dot shade cap Coated White Aw PVC Euerior Eurnsions for
Windows and Doors", expiring oa,04/16/25.
F. STATEMENTS
1. Statement ktiff of coaftnuaiwe to FEC 7& Edition (2020), dated 04MO, issued by
An&myLynnMillff. P_E_
signed and xu&d by
1. Staternent letter of no financial interest and of independem, issued by mmidachner. dated
04/1 8f2O, signed and seakd by Andway Lynn MRW, P JE
3. Pfivatc Labeling Agmerowt document between PGT, dated 0330115 and S*ned bY all
involved partim
G. OTHERS
1. This NOA revhes NOA# 17-0420.06(PVTWICGI) and updates.toFBC2020 (76Ed1do4X
apiting 04*1/21-
2- RERTest pmposak1*194155 dated 01110120 approved bYIshaqI-Chzd2,P-FeVk*
Z 41 h.L.
ldkaq L Chsadn' P.E.,
Product Camb6dTInk S"erdsor
N20A NO, n-M5.03
Expiration Do 94m April 14,1016
Approval Da k- &Urch 26, 1021
E -5
:1
NOTICE OF ACCEPTANCE: EVIDENCE
B. TESTS (continued)
5- Testrepocton 1) Airbdftatim Test, per FBC, TAS 202-94
2) Unifim Static AirPlessure Test, Per FBC. TAS,202-94
3) WaterRxsi*wce Test, per FBC, TAS 202-94.
4) Large Missfle Impact Test perFBC. TAS 201-94
5) Cyclic Wind Pamurie Loadingper FBC, TAS 203-94
6) FmtW EMy Test, per FBC, TAS 202-94
along w4h matked-W dtawinp ad in"lation dagraai ofvinyl dWn glas do", prepared
by Fenestration Testing Lab Inc, Test Report No FTL &W, dated I 1M 5. sped ad
seoled by Idahnis Ortega, P, E. (Test report wAsed on 1244/15 and 02111/16)
6- Test repott on 1) Air Infiltration Tesl�per FBC, TAS 202-94
2) Unftotm Static Air Pmswe Test, per FBC, TAS 202-94
3) Water-Reastwmee Tw, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pmom Loadingper FBC, TAS 203-94
along with maftd-up drawinp and installation dopm of vinyl sliding glass door, prepared
by FeneWatim Tmtmg Lab, Inc_ Test Report No FTL S."t dated I MWI 5, signed and
seaW by Idalmis OrtqX P E (rest tepod wased on 0211512016)
7. Test report m 1) Unifovm Static Air Presswe Test, per FBC, TAS 202-94
2) Imp Miss& Impact Test per FBC, TAS 201-94
3) Cyrlic Vind Preswe LoDadingper FBC. TAS 203-94
along withmarked-W di=inp and installation dqpm ofvmyl sliding gbn door, prepared
by Fm%hation. Testing Lab, Inc-, Test Report No FTL "39 (samples A-1 thlu A-22), dated
11/19/10, signed and scaled by Jofge A.- Canso, P, E_ (SubmkW under NOA N& 11-
010 X 04)
8 Test npxt on 1) Air bffiltration Test, per FBC, TAS 202-94 '102-94
2) Undbim; Static Air Presme Test, per FBC TAS -
3) Water Resistame Test per FBC, TAS 202-94.
4) Large Missile InVact Ted perFBC, TAS 201-94
5) Cyck Wind Pressure LoWingper FBC, TAS 203-94
6) Forced Entry Teo. per FBC, TAS 202-94
along with madwd-W drawings and insWiation diagram of vinyl sliding glass door; prepared
by Feneshation Testing Lab, Inc- Teo Report No- FTL 6337 (samples, A-1 thru A-5� dated
12MnO, signed and sealed by Jorge A- Ca=, P, E. (Submireg under N0.4 No. 11-
1710749)
C. CALCULATIONS
1. Anchor venftcation, calculatan and structurAl anialym, cou*lpq with FBC-2014,
prepared by PGT, dated 12109tl5and last wnsed an 0211.5116. sped and sealed by
AntmayL Mll", PX. (Subwfted ander NOA No 15-1210 01)
2. Gla2illg 0003P&S with ASTME-1300-09-
15 t.. 7 1. Z 41
Ishaq I Chanda, PX.
Product CowM Visit Supervisor
NOA No. 1.1-82WA3
F.xpirstioulhtez AW914,1629
Approval Dalai March 16, Ml
E -2-
PGT hmhmtries, Im.
jVL$_j tL*;tjjW
3. Now Evidence Submitted
A. DRAWINGS
1. Dowing No. MD-.".O Rev B. titleil -Vinyl Sliding Gbm DoorNOA 4W, sheets I
through 21 of 21 ' prepared by m2m3&M=, dated 10/05,115 and lad revised an 02/01/21,
siped and sealed by A- Lyrin Miller, P E.
Notc- lbs, revision consists rephoment of same existing, =4allation scww wdb 1bt head-
B. TESTS
1. None-
C. CALCULATIONS
L Now-
D, QUALITY ASSURANCE
1. Nfiami-Dade Department of Regulatmy 2W Ecommic Resoutres (REX).
E. MATERMLL CERT111CATIONS.
1. Notim, ofAcceptance No. 194M5.02 ivwed toKoraray America, Inc. fortheir
"TrodhM Ultraclear, Clear, and Colot, PIV711 Glass Interlay.PW, expiring on 07M4-
2- Notice ofAccept=e, No. 17-080&02 issued taKuraray America, Inc. Awtheir
0$eutryGlast (Clear anAMNO) Glass Inter16veri", oviong on. 07104123-
3- Notict of-Acceptanm No. 19-1106.10 issued to Visiat Emnicats Lmjkd for tbeir "Brown
Coated (Painted or Laminated) WW*-Rigid PVCExtexior Extradons forWindows
and Daors7, expmg on 0950124.
4. Notice. ofAcceptxweNo. 19-1106.11 issued to Visim ExUlusim Limited for du�r series
VE 10M Too 202 and lighter skades �(Nan-WMM) Rigid Cellular PVC Exterior
Extrusions for MUd4nn and Doors7, v"mg on M29a 1.
F. STATFJff.NTS
L SWemad letter of conftn=M to FBC 7* Ediden (2020), dated 02MMI, issued by
amitacturer, signed and sealed by Anthony Lynn Miliff, P-E.
2- Private Labeling Agreement dated 03/09/21 between PGT ludustrics. Inc. and CGI
Urmdows. and Doors Inc.,signad by Dew 9 Rvadc, P.E., VY. Enjineering, on behalf of
bothcouVAnies_
4. OTHERS
1, 119s: NOA mises & renews NaAlt 20-0429-06 (PIA.w/CGA expiring QV14/2C
2. Mw current associated PLA CGI file #21-0205,01, 0#1*9 04/14126.
Y_ -4
15in (. /4,rnJ,
blkaq I Chanda, PZ.
Product Couhrd Unit SUPOMISOV
NQA No. 21-0.05-03
Expiration Date: April 14,1014
Approval Date- MareN lk Owl
PGTIndustries,llnc.
NOTICE 01FACCEPTAN C E: 15MY.NCE SUBMITTED
D. QUAIJTYASSURANCE
1- Mud DadeftartvrW ofRegulatory and Economic Resousm (RM-
E. MATERIAL CERMCATIONS
I � Notice ofAcceptance No. 15452&14 asued to Vision Extnomm Lbuded fortheir
W1&e Rigid PVC Exterior Extrusions for NVIndows and Doors7% dated 08113/15.
cqiriag on:09/3W19i
2. Notice of Acceptance No. 16-020AS ssued to Vision, Fiantsion, Lnmted fortheir "VE
100 Tan 202 and lighter Shades (Non-Vado) Rigid PVC Exterior Ezussims for
Windows and Doors", dated IM946. expiring on 12agal-
3- Notice ofAcceptance No. 15462LIS ismed toVision Extmsiou Limited forth&
'Trmm Cvated (Painted or Laminated) White RW PVC Eunl" ExWusious for
Windows and Doars",� dated. OW13115,expiring on MM9�
4 Notice ofAcceptanm No- 1"712.02 issued to ENERGI Fenestration SoWions USA,
Inc. for thek'01AN 3040 and Lighter Shades (Non -White) Rigid PV.C, Exterior
Exumsious - far'%,Udows mW Doors" dated 09115/16, expiring'an. 02JM I �
5. Notice ofAcceptance No- 1"712.04 issued toENERGI Feuesh� Sohitim USA.
lar- fcc &w "Bronze and Lighter Shades of Cap C oated Rigid PVC ExkTkr
lExtrinsions for Windows mad Doors" dated 09115116, expiring on 04116M.
6. Notice ofAccept2am No- 164712.03 issued to ENERGI Fenestration Sehi6m USA.,
Inc, for their "White R1#d PVC Exterior twusions for 'Windows, and Doors" dated
M1017, eq�ftonOMM
7. Ti.V Mmft No(s). I O-M2-792(A), MO&M527, 535753-0, per AME44�
ASUM1929 and ASUM-63 5, is� by EXOVA to Vision Extrtnion. for edhdosic
composite material
(SubjnNed under N0.4ATm 11-01OZ04)
8- Notice ofAciceptance No. 14-016.11 issued to Kuraray Amaka., Inc. fox flm�ir
Seat*-G1as& (Clear and White) Interlayee, aq)iring on 0710411 S.
9- Notim ofAtceptanm No. 1&1117.01 issued to Kimmy America, Inc- for dwir
.Tresifalt Ubraclear, Clear and Cobr PVB Interlayeiri", vq*ing cc 07/08/19.
F. STATEMENTS
I . Statement lefter ofconformance with FBC-56 Edition (Ze14) and FBC40tdidon
(20171 issued by manufactuver, dated 0944/17� signed & sealed by Lym Millm PX_
2. Statenvid -letter ofto Munvial interest, dated (W1811 7, issuM by matmfachm. signed
& sealed by Lynn Miller, PY_
1 Letter of lab couphanM pad ofthe Above test reports.
4. RER, Test Pmposal No. 17-03 97, d ated 0 5 M- 117, s4 � by I shaq Mand a, P1.
G. OTHER
1, NQt�cce(AcceptaceNe.15-1210.0l,is.�toPGTIndushimfordm!kScies
-5-57012770" vVimi Siding GlassDoor Obkdarced) -1,3W, ex;pWag.on 04/14/21-
E -3
Z4,)J, hhaq L CIMMU, rx
Product Control Unit Supervisor
IMA. No. 11-430.9.03
Expirag"Datat April 14,2026
Approve I Daki March 26,2421
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SHEET NO.
PA 1 A
August 10,
MIAM MIAMI-DADE COUNTY
wisma"M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209
BOARD AND CODE ADMINISTRATION DIVISION MiamL Florida 33175-2474
T (796) 315-2590 F (786) 315-25"
NOTICE OF ACCEPTANCE (NOA) www-miamidaderoy/tconom
Caat-Crete USA, LLC
6324 County Road 579
Seffner, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perfbm in the
accepted manner, the manufactLuw will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lam
revision dated June 12, 2014, all signed and sealed by Craig Panino, P.E., on January 22, 2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MMSELE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shall be considered after a renewal appHeation has been filed and them has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if them has been a revision or change in the
materials, use, and/or manuflicture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate " NOA. Faflure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Nfiarni-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
WMIAM�Q�" #4 �. NOA No. 20-0630.15
Expiration Date: 09/11/=
. VRAO)zeze Approval Date: 08/20/2020
Page I
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBNEnTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (AER).
E. MATERIAL CERTIFICATIONS
1. None;
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Editiom issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. K
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ") 6" & 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June lZ 2014, all signed and sealed by Craig Parrino, P.E., on
January 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department ofRegulatory and Economic Resources (REJV.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversionfor a name change.
0fteliny A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 204)630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
E-4
Cast -Crete USA, LLC
NOTICE OF ACCEPTAN
CE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1,
prepared by Craig Parrino, A K, dated March 24, 2003 and Drawing Aro. L T4612, titled
"Cast -Crete 4", 60 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
Craig Parrino, P. E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
drawings signed and sealed by Craig Parrino, P. K
B. TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfidled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
sealed by Christopher A. Hamon, P. E.
C. CALCULATIONS
1. Calculationsfor Cast -Crete Lintels, dived 05129103, 207 pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P.E.
2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P. E.
D. MATERIAL CERTIFICATION:
L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
2002.
2. Cast -Crete Quality S)ntem Manualfor Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
1. Drawing Va. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ' sheets I through 3 of 3, prepared by
Craig Parrino, P.E., dated March 24,2003, last revision datedMarch 11, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. ByVtami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
/- - )) F" "
/-;�Uiliny'A. Makar, P.E., M.S.
I Section Supervisor
NOA No. 20-MO.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
Cast --Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
By Mami-Dade County Department of Regulatory and Economic Resources (Rm?).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
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.
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast -
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E.
� lglye�_
Cl Heinty A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/2=020
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0"3.03
A.
DRAWINGS
A.
DRAWINGS
L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 "P 6 & 12 "
L T4612, titled "Cast -Crete 4 ", 6 11 & 12 " L intel Safe Load Tables ". sheets I
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
March 22, 2012.
B.
TESTS
1. None.
B.
TESTS
1. None.
C.
CALCULATIONS
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E.
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 Permitting, Environment, and Regulatory Affairs.
E.
MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F.
OTHER
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
1. Letter from Cast -Crete Corporation dated February 03, 2012, signed and sealed
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
Edition
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
A.
DRAWINGS
B.
TESTS
1. None.
1. None.
B.
TESTS
C.
CALCULATIONS
1. None.
1. None,
C.
CALCULATIONS
D.
QUALITY ASSURANCE
1. None.
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
D.
QUALITY ASSURANCE
E.
MATERIAL CERTIFICATIONS
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. None.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
1. None.
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.
_/-Aelmy A. Makar, P.E., M.S.
(::7�lelnay A. Malmr, P.E., M.S.
odiuct Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630-15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 09/11t2023
Approval Date: "/2020
Approval Date: 08/20/2020
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August 10,
SHEET NO.
PA 1.5
It- - - - . ...... - . - I . .- 11. ilrimum��' 'I I I � - I , riviiiiiisirrilipwri- I r 11 1. 1 1 1 I'Mmormir 111111 Ftm!r fill r I III I I I Tll' 'nil IN ERM1111111111
T1 L1 ECO
PR(M r 2
RPM= ry'AIIIATEON REPORT 'go, 2"=&
/TILFECO
YNODUC j- VAW 'AnON RMST BIG. 18401 2
TILLIT TEETIM & EMINEERING CC
iVWTT6R A. TYLUT, JIL, P.&
2.2. IM R PORTS:
Large missile impact and fatigue load to" were perfbrrmd under Protocols TAS
S. MATEMAL CHAMCIERISTIC&AN SPECIRCATI
$hall be sWr,* In accordance with Gonstral Was and Cornponoints Indicated on
___. 1
TILLIT TESTING & ZNGIN99RING CC
iEdr, & - - - - * -
2-1 = REPORTS:
Large rdss% Impact food tests were performed under SSTD 12-99 Standard as
0,011.0011,
X. 44M
201, 203 as W section 16211 of the Florida Building Code. Uniform statlo loads
Sheet 1. 2 and 22 of 26, of Product Svaivaton Document (P.E.D.), drawing
tilteCO1140I.Coal
PRODUCT EVALUATION REPORT mpr U.-S. 441.4
per section 1W9.1.2 oftho Florida Building Code. Uniform static toads as per
XCAta.i-WW6709
as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
No-20.1 76. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 Of
Section 1709.8.3, per ASTM 15-430. Toot reports prepared by Amoilcon Testing
Testing, Inc., Reports# 9"09 dated 08/09/1996, #9M70 dated W1811996.
26, Of Product Evaluation Document (P.E.D.). drawing Not. 20416.
Lob of South Plorda, Report # 0814.01-01 dated "11 M2 witnessed by William
RODUCIEVALUATION REPORT
#96-T30 dated 09/20/1996, all three signed and seated by Hector M. Medina,
P.E., Fenestration Testing Laboratory. Inc. reports # 2= dated 04/161199a and
REPORTNO.: 2043727.02
R. Mohner, P.E., Bartz Moroz, P. E. and Henry Hattem, F.E. and Report No
0219.01-09. dated February 25, 2009, signed and sealed I by Edmund - a
# 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E.and Report No.
L 11.1111111111TATION$ AND CONPITIONS OF USIEo
DATE: July 27,2020
Largesepods, P.E. and Henry Hattern, P.E. Large missile Impact and cyclic
REPORT NO.- 11"V2111.01
0219.01-09, dated Moth 4, 2009, signed and seated by Edmundo LeMsespoda,
load Ingo per Protocols TAB 201 111201 as par section 1600. 1.2 of the Florida
P.E. and Henry Hattem, P.E.
7.1. $hall be strictly In compliance with General Notes No. 1, a thru 14, Indicated
PRODUCT CATEGORY: Shutters
BuIlding Code. Test Report prepared by American Testing Lob ofSouth Florida,
Report No. 114.0140, doled November23, 2010, signed " sealed by Julio E.
DATE: July 26, 2020
Terlsile last report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
on sheal 1 of 26, an well as Gerwal Notes # I thru 4 and 11 thru 16, Indicated
on Shallot 21 of2S of Product Evaluation Document (P.E.D.), drawing N& 20-1101111
PRODUCT SUP-CATWORY- Skum Panals
Gonzalez, P.E.
PRODUCT CATFOORY: shubm
signed and seelled by Frank Grate. P.E.
prepared by 711tow. Inc. and signed and aselad by Waiter A. TINt, Jr,, P.E.
Tanolle test report No. 9CM-1W by OC Metallurgical, Inc., dated March 13,2000,
PRODUCT SUWCATEGM- Sto"In panels
23JITAUCTURAL ENOINEERING "LCULATION&
7.2. Product may be installed within HIGH VELOCITY HURRICME ZONES as
PRODUCT NAME: 24 GAGE GALVANIZED MEL STORM
PANEL
signed and "sled by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
PRODUCT NAMS; 20 Q"E GALVANIZED STEEL STORM PANEL
On 20 Gage Galvanized Statiol Storm Panel for maximum panel length vs. design
wind load, as well as maxintum anchor spacing vs. idesign wind load and panel
defined on section 162D.2 of the Florlds Building Code.
MANUFACTURER: 01011:1111111 Prolectim Pinductm, LLC
per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed
and sealed by Jerry Jaclofeno. P.E. as per ASTM E-8.
MANUFACTURER: Global Pmomamn Praduela LLC.
length based on ratlonal and comparative analysis. and In accordance with
section 1610 ofthe Florida Building Code. Calculations prepared by Tilleco, IM,
7.3. Product shall only be Installed Into poured concrete, concrete block. and
wood flarno
4800 S.W, 51 Street
2J.ST.RUCTLIRALOWINEgRINOCAL&HIATJO
4WO S.W. 61 Street
Dattle, FloridliI
dated I VOWN and 03/12115, signed and sealed by Walter A. THIR, Jr., P.E.
structures,
Davie, Florida 33314
OrT 24 Gage GolvenizeCI Steel Storm Panel for maximum panel length vs. design
wind load, as wall an maximum anchor spacing vs. design wind load and panel
11,111URPOSE EVALUAMION,
3. MISAILIE IMPACT RESISTANCE*
Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
1. PURPOSE OF EVALUATION*
length based on rational and comparative analysis, and In accordance with
This in a Product Evaluation Report Issued by Walter A. TNII% Jr., P.E. (ftatern
Large missile Impact undersection 1628 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167). President of THIsco, Inc. (Florida CA-0000719).
This Is a Product Evaluation Report Issued by Walliar A. Tlllt, Jr., P.E. (System
section 1804 ofthe Florida Building Code. Calculations prepared'by Tilteco,
Inc., dated 12118/10 and ON7113 (for this revision), signed and sealed by Waiter
ID 0 1900) to the global Protection Products, LLC,,Rul* Chapter No.
$too
10 0 1906) to the Global Protection Products, LLC, Rule Chaptior No.
A 7111R. Jr., P.E.
61020-3, Method I D of the Florida Department of Business and
4-MND LOAN RESISTANCF-
00"At
4, AL.
61020-3, Method ID of the Florida Department of Business and
Proftsislonall Refulathm.
- .
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
0,
r
/41P E
. \)A
Profossloral Rogulaillon.
3. MISSILE IMPACT RESIDTAMCIE.,
This product Is being Issued an Evaluation Report as described herein, and has
been verilled for compliance In accordance with Vo 2020 Seventh Edition of the
Florida Building Code, and to verify that the product It, for " purpose intended
at least squivaleM to that required by the Cods.
pressures. Mwdmum panel langtri shall be as Indicated on shosts 8, `10, 14, 15,
le. 19.25 And 26 of`26 of Product Evaluation Document (P.E.D.), drawling No.
20-176. Ma)dmum Anchor Spacing *hall be as Indicated on siheets 8, 9, 10, 11.
14, I'S, 17. 18, 19. 20 26 and 20 of 28, of Product Evaluation Document (PE.-D.),
1
.44167
*
31Z� STATE OF
Sv -Ae
This produpt Is being leauted an Evaluation Report as described herein, and has
bow verified fbr compliance in accordance wkh the 2020 Seventh Edition of the
Florida Building Code, end to veft that the product Is for the purpose intended
at least equIvalard to that required by the Code.
Large missile Impact under section 1809,11 .2 of the Florida 8 uilding Code. as per
SSTD 12-99 Standard and TAS 201.
4. VAND
This Product Evaluation Report *hall be subject to review and revision In case of
drawing No. 20-176.
5. INSTALLATION*
S1 " -
%20 AL
This Producl Evaluation Report shall be subject to review and revision In case of
LOADS REMIANCE-
24 Gage Galvanized Steal Storm Panel has been verified to sustain wind
pressures. Maximum PaI length shall be asindlastedion shoeta3,9, 10, 11,
a BuUrg Code change that may ~ Its limitations and conditions
Installation shall be performed strictly In accordance with details indicated on
oil 11tini
a Building Code change that may affect its limitations and Conditions
12 and 17 of 18 of ProdI00 Evaluation Document (P.E.D.), drawing No. 20-175.
2- EADENCIF
shaft 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
(P.E.D.), drawing No.:90-176. Minimum separation to glass shall be as
WAT"
D�l T11,TECO ADMON RECORD81 P. S. RNPORT,26 I GLOBAL PROTECTION PRODUCtS, LLC 120 GAft
r7XVAKM STEEL STORM PAMk DRMA 90,119%REPOW 0 2"?SW
2. EVIDENCERUS11111111117111TED,
Maximum Anchor Spacing shall be as indicated on alhoets 6, 9, 10, 11, 13 thru 16
and 18 of 18, offiroduct Evaluation Documont(P.E.D,), drawing No. M175.
2.1. PRODUCT EYALLUM-N-DOC-UMM(P.E.D.le
Drawing No. 20-176, Iftled 020 GAGE GALVANIZED STEEL STORM PANEL",
Indicated on sheaft S. 14,16, 26 and 26 of 26, of Product Evaluation Document
(P.E.D.il drawilng No. 20-176.
Z1. PRODUCT EVALUATION DOCUMENT IP.F-D.)
24 Gap Galvanized Steel Storm Panel has been Verified for code compliance to
work as a non -porous storm shutter assembly, as par SSTD 1249 Stiondard.
shoots 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
Drawing No. 20-175, tMed"24 GAGE GALVANIZED STEEL STORM PANEL,
Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part %
I 11p, Is ,
Evaluation Report. till tiI
No. 44107
till I!Ilf
.......
\\rEN
167
sheirls 1 thru 18 of 1111 prepared by Tilteco, Inc,. signed and seeled by Waiter A.
T1111t, Jr., P.E,; dated 0712712020, This drawing is an Into
Evaluidion Report.
167
67
XON; At
I co STATE OF J*19;
STATE OF
A
At
-(305)871 0
6353 NX 36th Streell Suite 305, Munit FloridS 13166 - Phum -IS30- .1
,N
6355 NX.16th Sh"t Suite 305, Matuti. Florlds 33166 - Phow. (305) 871 41510ii -1531
I
Installation shall be performed atriectly In accordance with details Indicated on
sheets 3 thru 0, 12 thru 18 of 10, of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum Separation to glaso; shall be as Indicated on
sheets 3. 6, 13, 14, 16, is and 18 orl 8. of Product Evaluation Document
(P.E.D,), drawing No. 20-115.
LMATARIAL CHARACTERLgLTICS AND SPECIFICADQNB:
Shal be strictly In accordance with General Notes and Components Indicated on
sheet I and 2 of 1 S. of Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications *hall be as indicated on sheet I of 18, of Product
Evulustion Dowrnont (P. E.D.), drawing No. 20-175.
7.1. Shall to strictly In compliance with Gerwal Notes No. 1, 8 thru 14, indicated
on shatel I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
prepared by Tileco. Inc. and signed and sealed by WaftrA. T11111, Jr., P.E.
7.2. Product *hall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined an section 1520.2 ofthe Florida Building Code,
7.3. Product shall only be Installed into poured concrete. concrete block, and
wood from structures,
Product Evaluallon Report prepared by Wallor A, T1111t, Jr., RE, (Florida License
No. 441M, President ofTlIteco. Inc. (Florida CA-0000710).
WATILL
ADMON ROCCHIPS kP, E. REPORT.2C
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COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4. S/S. 7/3%
8 3) IN CAR MIT PRECAST STONE. Olt PIECAST CONCRETE PANELS, STUCCt1 OR WOW BOAMS BE POUND ON THE. (SCALE 1/2-l)
C11351303 WALL ANCHOMS SMALL K LOW DVOUQH TO REAM THE MAN S"RKIUW SICHM SUCH PAM11S. /10. 2W/110, 3W11O. 4W/10. 6/5
SIM PANEL SHOWN ON INIS PRODUICT MUIATION DOCUMENT 01C.G.) HAS SEEM VEMPIZ FOR COMPLIANCE IN AkOOVAE SMALL IS AS MENTIONED IN 11.1) AMD IN 94 (VIAL 5w/10. OW/11 a 7W/11
ACCONDVIU WITH THE 2M (71h EDITION) OF THE FLORIDA SUUMMC CODC -15.1W MAL WIDTH) -- --- ----
01341311 WIND IDIOM 90" WE DETERMINED AS PER SECMIN two or THE ABOAME MENTIONED COOL (C) P IM-1. I.T6APCMON AIMCHM'"AMUMMUNIA WIN, i� !91111. 1,- _-12-Sw (UTECTM r MAX EOUUE ON SHCETS 9 & I r WX
its, ANCHORS; PW CONCRETE SEE SON
#14-10 PONEUill FEMALE 14 AND PANEUMAlF PLO$ AHCMDAG, 05 MAWJFACTUM BY JELOO CONSTRUCTION POODUCTS 1/4-- nxwowsmsmToao"sHlx"lokil
WU BE
AS 9 1/4*0 PER 11.0.5�
F20"R A* 176 Me 13"Pit" OW THE ld=(Aff) 7 _-_7
/16.01 OW ON. IN" 0 6
CIESON Pft'MK IMATN" WCATED ON SMEITS 7 THRU 12,14.136 14,19 41 2M S/V WOOD SUSHM. 45 DWRW= BY ALL POINT SCREW, 9W a SPECOALTY Co. A
IN OFIDER III VIDWY THE ABOWL Ooma". ULTIMA11 I F WLVAIAM 1
WOO LOAN OfnMMOM M AM 7-10 AWWV T_
CO$kW THESE W/ VAX. (A") It"M 4,01002S MWATID 04 SHES, 7 THIN) 12, 1$. 15, It 19 A ELOD PAMELMATE KUS OWN so 77 F - 71 �_: C3
10 C 9 MR*" 1141WAM PENETRATION INTO WOOD Or UPCON ANCIVORS SMALL BE I 11r AM 2
SHALL BE FOIST MCDOCED TO "0 CESION WIND I.OADS SY MULTIPLYINO THEM BY 0.6 IN AND PANELWLE F1WAU[ U 2.-",. SAW ma C.
I , 0-0 ON CD
a mu A-11111% i
w 4u new
20. C.21 mmoum WOW PolEmrom of LAD SCINEW. INTO THE WOOD FR" Win SMALL BE DALvwao SIM ECK 2. 6 CM C=
IM OFM TO VERIFY 11611 ANUMM ON THIS PIXF AS TESTED WM HOT OM STRESSED, A ASX INCREIVE IN kLOMMU rfp via so IMMAL INP. . I scuk I
SMICSS " WOO LOADS 1101&�M USED IN TMW ANALM. rASWIdM SPACM 70 WOOD HAS KOS KIV%WAV N 01141111111130k 01110 STUCCO SMALL K CONSIDERED AS PART OF THE KISUM IWASAM I W AJ LLA C31 r_ CD
30 C-3) MOWN VICE DISTANCE OF LAO SM". AITI WOOD SHAM. BE AS WWk= IN THIS MWK 0-00 G%V. _1:WAL A r-L C-1:0
ACCOMIDANDE WITH FLO.& 4LIr 4ILC M W C'4
STORM PNWS AKOIAVY FOR IMPACT AND WOO ASSISTANCE HAS BEEN VDWft IN ACCORDANCE WITH SEC" 1626 Of -I -_---------- C0 It<
- --------------- --------- U_
THE ADM mainomm CODE AS MR %UrAWANE OrANEVOO & TESTINO INC. KPORTS 14-50, W570 & 96-T30 AND CA) WOM PENETRATION OF WOW SVSM1WD SIMAJ at S/r. 1/0 0-20 $C1111105 USED SMALL BE I t/2* LOW W*" Ij. C: Cl-
FENESTRAMIN TESIM LW INC.. WOM #2039 & #2126 , AS PROTOCOLS TAS-201. TAS-202 MO YAS-203� SHOULD SWCOO ow AM 11 New" FOR WALLS WITH No STUICCU. C=
AS MU. AS AMERICAN TEST LAB Or SOUTH FLORIDA 11". 1110219.91-01, AS PER VAS 201, TAS 202 NO CS) IN CAW THAT PMr.W MAIL OR PRECAST COMO" POCS� STUCCO OR WOOD SCANDS BE rOLIND ON TK OWINO T STOW PAM (B END IRM PANIEL
TAS 203 STANDARDS. WALL ANCHOR$ SMILL BE UM EMOUM TO REACH THE WAS STRIMM WOO SUCH MOUS
I ALL ALUMINUM IDMUSAOMS 10 BE 10113-10 NAM MAD TEMPER. (UM.M OTHERN NOIXO). SEE SIM I A016CHOSIACE SHALL BE 03 MEWMAMED IN CA). C.2) & CA)
3 ALL AUAWMUM DOT 61ETAL USED AT CLOSAIIIIS SHAUL MINE 3105-4414 ALAY. W
(D) AMCHOMS SMALL BE AM&= FMIM4 ALL OF THE FIFOOMMENDAMONS ANG, WMICAnDIG, or THE ANCHOR'S MAINAFAM". XIffr_ 'a.=
4 ALL STEEL SHEET ANT& PANELS *VAL WK ST1WXT%1FML QUALM STIRL ASIN A-153 GRACE 30 MINIMUM. C-00 4!1�3 Pp to 1/4*0-3% BOLTED - - - -
6. PANELS MAY ALSO BE OWAUM HOAQ!UAMALLT FOUMN AGTAUANW CETWAS S"DW 014 $MON 3 MMUCH 10 (SHEETS 4 1w %:,%L UNBOLTED PANELS FAMS W/ $/40-2001-
CALWIRED VIM DEWtATION W/VY. 56,3 We (40TV NXLED). W/ WAWAW IW ,-:W LLw4m S& WIND IF (SEE SECTIONS AS
THROUCH 4) LVEPT TNAT WAM CAIC 94ALL Not K USED
Or
I* An" 0 To AME 0
Ow mass W1,350 MW VIELD SMEMM AND 90 kod IDSU STAIDICTH Al SMALL COMPLY W/ FLORIDA OUILD104 COOF 9 IT 94MI K THE FIESPONSOUTY OF THE 0ORTRACTOR VO MW, THE SOUNDNESS OF THE SMUCTUM WHEIRE SHU11171 0 TO K ;S 1/1, Ox.
ALL SMM 10 K STAIALM STEEL 304 Olt 319 A131 AMES Q* CORMS04 AESWANT CIMUTO CARBON STEVIL AS PEN it 11r &C. (SEE SECTIONS AS APPUCA" cc
SECTM 26 .3,4. ATTACHED TO 04M PROPER ANCHMSE. TIM "M SMALL MY BE ATTACHED TO CONCIMEX SLOCX OR WOOD FRAW .063'
_i_.L_L1_A.j_j
It OXTS TO BE ASTM A-W M4LVNUM STEEL 04 AM 304 SCWS SIAIMIM STEEL. WIN X bill 90"M YIELD I-
I ANCHM TO WALL SMALL BE AS FOLLOW WN A OW ON 3141173 & 0 & 12 KVWYrAXY' SH&X KK A LOKE MO M_
I C= =
70" TO SECURE PANELS IWTHI APPLIUM RDWORM" OLMM POW" Of munncw WARNWO IL C3
MW.
(A) TO 11 THE INSTALLATION CONTIV47M IS TO WA./Ok" ALL SUTTM OULWAIENT MCS WQCM REAMIN to OCATINUOUS CONTACT MTN
�14 �ITW�%t MANUFACTURED By I TV. 001.10. Pit (W f-3192 p.-s) THE SUILLIM TO PWVW WINC/1144 WMJSM.
12. SROAM PANEL 9MIUAWN Will COMPLY WITH SP= INDICATED IN THIS OPINIONS PLUS ANY 6 AM Z K 4DUNDIOD CORN[R Al ENDS OF PANELS
--1/4* It . 71W CALX-IM AMICHICORS, AS MW.WWPAW BY DEWALT PC. (MIN. p�_) MOMETRIC VIEW DML A �12- -
- 1/4-0 3/4'SOUD-31T
(ut, ANCHORS, AS OWNtM= 61 AU POW 90", Iftf & SPECIALTY CO. POCNIOW NY THIF JUMSWt4N WHM POW IS APPUED 10. UILDWIS OWC "ATIONS END UP W/ MEMIAM EDGE. man IS
P��L)
STK$WK It CC" FMQUIAA STORM PANEL Nth UOICTHS OW W-8 11AROUGH 12'1'. AS
`WSWL I
- 114-10 FMUAW FENALE 0 a "Jaiman PLUS Moom As MWJFAcrjpw ITT ELCO CmTmxnoN oftmm (N.TS) wh" ItrAM ItUll mum AMOIX WITH SM AM= WITH @-@.&t@. C6).r: r MAN L-3- wAx
(UN. V-Sm P. t3 W IM PRODUCT VOLUAMON1 DOCUMENT (PJV 0,) COOK A40 OCIFS NOT PPOV" IMON"ll'Oft ltrit= STUD
0 Cr TAW AS WAWFACTUIRED BY MV THE P.C15 1. IWW, hill,
FOR A SITE SPECIFIC PROUCCT', Ic WHOM TIC f, DOW, - �%/4.,2/4, 3/4. 4/4. 5/5. 7/5.
- 1/4 -FAST CORPORATION (f..3400 VAM 0. 2W/10. 3W/10, 4W/10.
(b) COMMA" TOPIC ACrONSW FOR THE ItUCTION, PURCHAM AND INSTALLATION 0CLUDINIC LIFE SAFETY 01 THM PRODUCT $a On.
1/0 Ar 3/14 .374'
A. 1) WO" OVEOMtM Or UPCON NICHM W10 PM" CONCRETE SMALL BE 1 3/0'. 2- FOR PINIMELMAVE FIVALL BASED ON THIS 0. "Mm WANE com NOT OrAw "M THE CONMUS DOXIIED ON THIS OCCIMM 374* 5W/1
0 AM PARMALTE PUM AND 1 1/4* MR CF TAP-QW ANCHORS CONCIMICTION SAFETY AT SITE 4 THE CGWRACTN,3 1109PONSIOUTY TOP LOOL -OW - ?W 0. 6W/1 I & 7W/I I
pwa -31 AmICHams; FOR come"M But selleo" am 'HEM alit e- - -
A.2) CAUI-IN & SOW-M ANCHM SMALL BE DOW= T/r INTO THE POMM CONCRETE. NO EMBEDMENT INTO tc) THIS PRODUCT COLUAIM DOCUMENT WILL BE CONNOVIED IWAIA W MODIFIED L _ i - - :h . FOR - SEE SEC"ONS ON SREETS 10
MOOD SMALL BE PMAMU. 1/0 0-20 SCREW& USED SHA&L K 1 112` LOW9 L*ONM SHOULD STUCCO EIRST. .37V
.S0.,
010 1' MINIMUM FOR VALLS TOTH 40 MOCC. AND MAY BE HEADED SCREWS OR ALL TMMEADED WJM W/O HEID, (d) STIT IPICWIC PP&MM SHALI. BE PREPARED Or A nDMVA ABOGTOW EMIMMEEN OR ARCHITECT IFNICM WILL BECOME INE I.SW
BUT WITH w4c win, ENOW Or " I - (E.OX) MR THE PMCU= AND 00 WILL. WE RMVNgftE MR THE 1,3. 'tow
P.C.D. VNINNEER. SMALL SAM TO THIS LATTER ME SITE SPLOW OFMWOM MR MEAV.
PROPER USE a, THE rla� omcm OF REM". ACl`W AS A ORDWED at"M TO TW ow
A,31 IN CASE THAI PRECAST STOWL PRECAST 0W.MTE PANELS, PAVIOM, STUCC.0 OR WOOD 111GAIM BE FOOD ON THE REGULAR STORM PANELS Cl) & Q El VATION
DISTINC WALL OR ROCIAL FACTS SIVILL BE LOW 00" TO REACH IME MAIN SMUCIIJAIt KIM SUCH MV.&AP ji MIT3.
PA14%S ANCHORAGE SMALL K AS MENTIONED IN ALI) AND IN A.1). (0) THIS PXZ SHALI. MEN& THE DATE NO CMCOVL SM AM "07UK OF THE PROFESSIONAL I- 2.0ar-1
palumm Q; FIRM THAT rMilaw IT. 7� OW KEY Z'13114111! .421514
I (�) "E' nM AN= *r TUCK (2) MALAMM
20 14 DORM MAKIFACTUREFS LABEL SMALL K LOCATED ON A KAMY WSOLE LOCONON AT $TOM
4: 1~ MCHM AS MANUFACTURED In 1 1, W PAOM INC. -Awr
: t PANEL SHUTTER IN ACCORDANCE WFFMI SOM 1700.11.3 OF FLDMEIA BUILDNO CODE ONE LABEL 2.07'
!Q:�4 , 7/37 CALX-04 0404M AS MAMUFACTUIGEO BY DEAMLI 111C. (WIN, 1`�MOO p.tll) SIVILL Of PLACED FOR C00y CPO". L�MM 10 COMPLY WITH SECTION 11095.2 OF 7MIE Oft OWA/P MUM
- I/ep � 3/4 * SDUD-SVT ANCHORS. 4 MINIMUM BY ALL PONT SCREW. BOLT & SPECIALTY CC FLORIDA 0-91904 cow
(ON. I -IM Pei.)
- J14-70 "MLOATt FDA" to AND PAINELmItIt PLUS ANCHOM AS ~ACROWD IM, ELCO CONSMICTION THIS 011.01000 SMALL ONLY BE USED To Ir wo
OEM PE%M IN THE SMTr OF FLONDA ,e Z
CIS (Ulm. r"207i 0,.-I) I f I. .�
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NO. 4 1 F67 20 SW C&VAMM STM STM PANEL OF
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SIM PAME1. 4416:7 20 UK GALVAHM FEEL SIM Fka
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IN ORDER TO VMFF THE ABOA CONCITION, UVIRINTE DESIGN WIND LOADS DETMINED PER AM 7
M
SMALL K FIRST REDUCED TO AS.O. DESIGN "AD LOADS BY MULTIPLYING THEM SIT 0.6 N ORM TO 2.3) IN CASE THAT PRECAST STONE. OR MW CONCRETE PIIAELS K FOUND ON THE EXIVING WALL.
LA
TO Cc~ THESE w/ MAII. ("b) DESIGN POESSIM 0ATINISS solcm ON Sw9M 25 a 29. M04M WAL K LONG DOUGH TO REACH THE MAIN SrAUCTM KNINC SUCH PANELS AMOMW
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SIGN PME. 5 AQt*UACY FOR IMPACT AM FATIGUE ASSISTANCE IM KE14 VIONFU IN ACCORDANCE WITH SECTION 1620 OF
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THE AWA MIDITIOMOD CODE AS PER I'DIESTRATION TERM LAIDOWORY, INC. REPOIA! # 2032. AS PROTOCOLS TAS-201. t I a SMALL K M REVIONSISLITY OF TME CONTRACTOR To VERIFY THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER
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a)
opt
2. THIS; SYM HAS WN DENONED, 70 K PWAw= ON TW OUNICE Or THE OKN*jO ACCESSING 114 OPENING FROM THE
INSIDE OF A LAOCROK OR LIFT. IM APPUICATION IS VALID WHEN INSTPLUTTION 6 INTENDED TO SE PERFORMED 02. THE #41ALLATION OONINIACTOR 15 TO WAL/C"X ALL SHVITION COMPONIONT EDGM WHOM IN CONTINUOUS
a)
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3. SERIES 1000 OWA"TM 6 APPLICAW TO SINCLZ AM DOUBLE HUNG SM WINDOWS WHEN INSTALIAT" IS REOLWM TO BE
C p
PERFORM FROM THE OWE Or SYRUCtUft 15 STORM PANEL INSTAILIATM SIIALL OOMMIN WITH SPECS WCATED IN THIS ORARING PLUS ANY &AMO AN ZOW4
REQUIATKINS PRIARDED fff THE JURISDICTION WHERE POW IS APPLIED TO
4. SUM "GO INSTALLATION 6 APPLICAKC TO SINGLE AND DOLAUE HUNG AND HORMWAL SUMS STYLE WINDOWS WHEN
PAO CTURE.
VISTALLATTOO 11 110KHRED TO BE PERFORMED F THE NM OF STRU 14. AWN WINDOWS AND DOOM W_ 9 - Z HAND STORM PANEL SYSTIM- is 0-1 P8101111A
5. ALL MAO" EXTRUSIONS TO K OW-76 ALLOY AND TIOW". (UNLESS OTHISMIGE NOTED) IS- (4) THIS PRODUCT EVALUATION QOCUMCW (P.C.O.) PREPARED Iw THIS Doomout a GERM No DOES NOT PRoww
INFORMATION FOR A SITE SPMVIC PROJECT: I C WHERE THE 9M CONDITIONS OCM19 FROM THE P�LO.
ALL ALUMINUM SHW METAL USED AT CLOSURES SHALL HAK 3105-104 AW.
(bj CONTRACTOR TO K THE SELECTION, PURCHASE AND 04PAIMM INCLuDINO LIFE SAFETV OF
ALL SIM OHM METAL PAMEAS SHAUL AWE T(RUCTIPIAL QUALITY STEEL� AM A-W MW 50 0M, &"AMZEO STEEL THIS PRODUCT 94M ON ?In PLC. PROWDED HVINK am we DVAATE FROM THE CONDITIONS OVINIED ON
DESIGNATION W/Fy- 28.3 AM (AFTER ROLU[D). 9" DOCUMENT CONSTRUC11000 SUM AT SITE IS THE CON1010ICTONS IIESPONINISLIN
a. ALL SCRM 10 IF STAO&M STITEL 3D4 OR 316 AIS SMICS OR CORROSION RESISTANT COA70 CARBON STUL AS PER ON (C) THIS PRODUCT rOLUATION DOCUMOIT WILL In CONSIDERED ON" IF MODIFIED,
50018 */ 50 kol YIELD WRENIXTH AM 90 W TENSILE STRENGTH III SMALL COMPLY W/ FLORIDA KAMM CODE SECTION 241 I.S.&4
(4) sa vwm Pwuscm SHALL BE PKPMM By A W~ Roowm oftium OR moo= WHICH WILL
9, 8OLTS TO K AM A-307 IIALIMMUM 1ITEEL 00 AM 304 SCAIM STAMM STM ON A %M MMW YIELD STREMOTHI. swout THE PROJECT NO WH() Mi. AIDSPOMIDSLE FDA ?HE FROKX
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(a) IM P.EA SMALL KAR W DATE AND ORIGINAL SEAL AND SIONATURE OF THE PRwSSIONft POPOV Of
t/4'0 TAPGON ANCHORS AS MANUIFACTURED 11Y I.YW. 9UIUDM INC. (MIN. f�-3102 ILLO RECORD THAT PRIPAIIIIII) IT
Ile 0 9 7/9' GAUK-IM ANCHORS, AS MiINUFAMWO SIT Dn1MT PC. (MIN. 1e-IGOO *�Ij IIL STORM PANEL ~ACTUF1n LAKL SHALL K LOCATED ON A RIDIVILY VISIBLE LOCADON AT STORM PANEL 64
014- 10 PAN111UMATE FOARI 0 111 PANDUMT1 PLUS ANCHORIL AS MAAIUFACRM IN 0140 CONSTRUCTION PRODUCTS. ACCORDANCE TRY" SECTION 1709-9.3 OF FLORIDA BUILDING COOL ONE LABEL DOLL K KAM FOR EYERY MOM&
(Is-31150 F.A.) LASELING TO COMPLY WITH SECTION 1709.94 OF W FLORIDA ISJoLOWAS CODE.
AI) MUM DACIMENT OF TAFODW M04M INTO POURED CONCRI[n SHALL K 1 3/*- AND 2- FOR PN*LMATE
nXU 10 A PANDAMIE PLUS,
A2) MINIMUM EMBEDMENT OF t/4"O x -IN ANCHORS SMALL K 3 7/r INTO CONCRETE NO EMBEDMENT INTO
ANY I"$" MATMIAL SKALL K
94; 0_20 95 SIDEWALK BOLTS USED SMALL K LONG ANY PRINT IMIXERIAL 04511 TO 04OU 3/4-
ANCHORS,
A.3) IN CASE THAI PRECAST 53ME. PRECAST CONCRETE AIMICUS. OR PAWNS K I*" ON THE DUSTRAS WALL OR
nOOR ANCHORS SNALL ME LONG ENOUGH TO REACH TIC MAIN STRUCIUK MIND SUCH ft4" MIGNON" WWI
K AS MOMMED IN A.%) AND Mi AX).
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Z 700W." Af mW50A.Ww"'go"'.
a MONK MoVA Almila LINGIN:
TOO[ A.SA cc" LOAD, DETUNK WMA P*AL LOOM %+* PROM SCHEDULE
VME ALLD. OEM LOAD. OMMINIE MAXIMUM ROM LOGIN %� 00 SCHEDULE.
�Ax!rx matim. LOON is OAK TO INS do" DEIV&AM� POOLDOM
E GEM FOR MIN. PANEL, UNOTH FOR POROSITY OUNAVATION.
__j
INIQ 11ROD AREUMMID TO 95 P.Ll MAX A.%& DESIGN PrAmum NAVA
me, $6 a 11 Mo. DOM LOADS It WX Real
FLORIDA IURDW CODE (Nan Nlgoh VW4419ally canll Zone)
Me.
24 UK GALVANIZED SIM SM PAKI
OWN W.
W/p/ma
an
111PPIECO-se
GUML Pmcrm "ODUCIM.
POP -175
20
NOPPOOP, POP
-=-S
ON SAW
. . . . . . . . . . . .
six
of
PPP.
A
EQ
!
i
.0
ED,-
[,:1,. 1 �
Tl� 7
L -
_01" VAX LAND ALUMINUM SPACERS 9 12 1/2'
TAW
OAS, (SEE 11 ON SHEET iij
SEE NOTE - BUM MR LIMITATIONS OUR
LOW uArom
PANEL LENGTH
(SEE SOPIKOULF
PAMEL VOTE FEMALE 0 OR FAND. MAIM
ON Sour 3)
PlAM (SEE 304MAX ON SM I I)
-
I
To
2'M4* WOOD
PLATE RMUM
wKct
MGM W I SWER
I
ALTERNATM 2WO
SCALE 318.1'
41 12 1/2' D.C.
Sm TASILE JI W SHEET 11 FOR ", PANEL LEMM
i � 11
.0
DESION LOADS FOR THIS OWAUATION.
i : , !
WOOD ANCHORS
STA90BRED W/ SFUD
(sa ScHco" on
SHEET 17)
01000
Kuhl"
WALL ldM moutir
ALM69PIF
WALK 3/8-1"
VA= 6A vor K I I/r LM I..
(1) saftum a LOM 10 A am am "M" MR tr--r
WO KOF ~ (941 N A OWAMM ANY
VA" Now cumomy moom GN :& 17,
IA Nam" am low raw"a =r "a" to on
ESE A'S
no ff I/r mc. wrom
0 WJL 14 UK FWK UNM a uwio TO "I a of
romm LNM Pon Lam A� OR
am Ill
(4 1 I/r Lm X%m compommur OVA SMALL K 14 IWAM ON
as L &WWILAMON Or I um wwm 04 n CIL?
VAUD Tell we � 1. IT M Ad 00900 Off ASIM
MO tommamm, me THE Mo Eft w OF To[ nAMA
OABM GONE
Amms Theme
_,2i�.w"mlLwjxxl
1, STORM! PANEL PRODUCT 0=26 (PJLD.) "AS SEEN VOWED FOR COMPLIANCE IN ACCORDANCE
I Im
Im
W., tAPOON-AN"C-H,M-03-MAP-&N"W-UR-M ANC;
WrOM THE 2020 (7th EDITION) Or THE FLORIDA K"M CM " STORM PANEL WALL POW K INSTALLED AT HIGH
114-10 FANELMOA FINAll 0 AM PANOAVn PLJ4 OAPOWAS, AS MANUFACTURED Iff ELOO CONSTAVCT*k PRODUCTS.
VELOCITY "Ut"C'N't
1/4-0 LAS SCIROIS POP N.DS.
Dew" 104D LOADS Shml. OF THE A§OwE KNINONIED CODE, MR A BASIC Sm
7/ ICTO . 5/0' WOOD SUSHIOC. AS DWROOM at ALL POW 30", SOLT Al SPECTALTY CO -
SPEED As Rcmm Try THE Ammut witut! STORM! PANEL wal ME MWALLED. AM FOR A OKCTlQM%Lft FACTOR
KD-OA3, USING A9CE 7-fll AND SHAU NO EXCEED THE MAXIMUM tA,$M,) OESlaN POSMIRE F47WM WCATED ON SHECTS
C 1) M"MUM 11,111160010) KNETROM INTO WOW OF IAP" ROM" WOLL SE 1 1/2' AM 2* FOR ftCC PANICUAR R.US
3. 9 TOM 12 A 17, 10.
AND PANUM" FIEVALE 0
IN OR" TO VOW THE AW4 CONDITION, ULTIMATE KSM Meet LOADS OrMWNKD PER ASCE 7-16 SMALL BE FIRST
REDOCED, To AAD. DESION PRESSURE RATING Ill! MUL11PLONG THEM BY 0.6 IN ORDER 70 COLERAINE THESE W/ MAX (ALS 0)
C2) MINIMUM THREADED PDCMTMN OF LAG SCREIN. WO THE WOOO FRANNE UNIT SHALL K 1 1/2'. NO "WADED
DESION PRMAE RATINGS INo"= ON SHEITS 3, 9 T4RU 12 & 17. It
PENETRATION SM STUCCO SHALL K COU"W AS PAW OF THE ADQUIREID THREADED PENETRATION
IN OPM TO VERIFY THAT ANCHORS ON 7 PLC, AS lul PICK NOT OVER STRCM, A 3311 INCREASE 94 AuOIVJkl
srom FOR %M WADS WAS = USED IN THEIR ANALVSK FASTENERS SPACING TO WOW HAS SEEN DETERMINED IN
C.3) MIWAN EDGE MYTAMW OF LAO SCREWS, INTO *QOO SMALL K AS 091CATM 0 THIS OPAWM
ACCORDANCE WIN N.D.S. 2010
STOW PANEL'S ADEQUACY FOR IMPACT AND MO NEWA= "AS KCM VOWID IN ACCORDANCE WITH SECTIO61 1109.1.2 OF
CA) MINIMUM FENOIRATI011 OF 0000 &ANING SHALL K 5/8' 1/4* 0-20 SCK" USED STALL K 1 1/2' LOW
THE AWAY owak R", P01114.01-01 00 021942-4*, AS
CODE AS PER AMERCAN TEST L48 Or SOUTH n
SHOULD STUCCO EXIST. AND I* MNOKU FOR WALLS WITH NO STUDOO,
'MENTIONED
PER SM 2-911 At AM C WD-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT iTi23.01-10 AS PER
TAS-201 " US-20 PROTOCOLS, AND AS PER CALCULATIONS POWOftM IN ACCORDANCE W/ SECTION tGD4 OF THE
C.5) #4 CASE THAT PRECAST MM. ON PIRVICAST CONCRETE POMS. WUM OR WOOD BOARDS K FOUNC, OR THE WPM
rLORU DjNbm CODE
WALL. ANCHIOM SHOLL ME LONO ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH, PANELS,
AMC"ORAGE SHINA K AS MENTIONED ad C 1). C2) AT C.4)
2. ALL AtU&WJM Enkt$*NS 10 all 000-10 ALLOY AM KARIM, (UhKXn OTHERAISE WIVID) SEE SHOT 2
0) ANCHORS SHALL K INSTALLED FOLLOWING ALL OF THE KIDDOMMENDATIONIS NO SPECIFIC.AtIONS OF THE ANCHMS MANUFACTURER.
3. ALL ALUMINUM DW METAt USED Al CLOSURES WALL HAVE 3tM-4114 ALM,
8 PANELS MAY M30 BE INSTALLED HORMOSTALL? I'MADRING INITALLATIM DETAILS INO&M 004 SEC" I THROURW 6 (SHIM 4
4 ALL STEEL SHEET MM PANELS SHALL RAW STROCTOPAL QUALITY STEEL A" A-653 GROVE 80 MINIMUM. 0-40 GALVANIZED
TIPROUGH 5) E)=VT THAT WAOM0 4 0 94ALL Not K USM.
STEEL "ONATTION W/Fl� 112.2 kno WER NOLLED).
0 ff SHOLL BE THE RCPCNS*LqV OF THE CONTRACTOR TO YOWY TO[ SOLIMONESS. OF THE PROCKINE INHOSE SHVITOR 0 TO K
S. ALL SCREn TO K STAINLESS STM 304 OR 3tS Aill SERIES OR CORROSION F43WW COATO CARE10" SIM AS PER ON
ATTACHED TO INSUR! PROM A"C"Oft". THIS SHUTTEW SHALL ONLY K ATTACHED TO CONCWM 9LOCX OR WOOD FRAME
BUILDING&
No al 50 kid 11111) STRENGIN AND So Lai TENSILE STROICIN AMC SMALL COMftY Of/ MLOFMA VADING CODE SECTION
3 -3.4
to EACH REGULAR STIORM PAND WN LEMOTHS OVER W. AS PER SECTIONS 1, 2. 4. S. 6 AND ALTERNATIVES IS. 31V & 40P 014
4, S. 6 111 7 RESPECTIVELY4 SHALL HAVE A LOCIkE AND READILY VISIBLE MARKSOO INSTRUCTIMS DOM OF, TIENANT TO
a SOLTS TO BE ASrM A-307 GALVAMZCD STUL Oft A'S 304 UM STAVILM STEEL WHO 36 W MUMMUM YIELD STIROOM
= PANELS SPIN APPLICAMILE ROMFORCOiCATT MOtM K� OF HURRICANE YMMM
7. ANCHORS TO WALL SHALL BE AS FOLLONS,
It. THE INSTALLATION CO~OR ISS TO SEMjCAlAX ALL SHLITIER COMPONENT ED= IAKCN ROAAPO N CONTINNOUS CONTACT WIN
THE VADM to rwvw WYND/vA wnws*N
W DOMmEtE
114WI Haft AS MAMOACROPTED IFY LT.W, BUILDEAL MC, (14n, rc-3122 pm.c)
12. STORM PANEL OVALLAtMN SHALL COMMY WITH SPECS INWAYED IN THIS DRAPING PLUS ANY BLW-MG AND lot" K"ATIONIS
1/4' 0 . III- CALK-111 ANCHORS, AS M01WACTURED VV CE440 SOC
PROADED BY THE AFASONCTION WHERE PMW di APPLIED TO.
1/4'0 3/4' 1101,00-SO AND14041, 03 06UNKM BY AU. POINT SCRFIF, OOLT 6 SPECALTY CO
13 (0) THIS P40DUCT rYAUWlON DOCUMMIT (PXDJ PREPARED 11Y THIS 040MM IS ODIERIC AND DOES NOT WAKVE INIC111MATICH
rl4-lr0=3=Lm"ATtA-)nwu 0 & PANELM41T PLUS ANCHORS. AS MANUFACTURED BY CILCOCORPWXWM PRODUCTS.
FOR A SM VECWX PAOJDCT. LO, WHOSE THE SM COMCfflOP4 VEvM FROM THE P.EO
1/4'0 lAlAAC MAILIN JJOCHORS� AS MANUFACTURED BY Ot T. INC.
W-L
(b) CONTRACTOR TO K AIMPONSOU IN THE UXECTION. INIRCHASE AND INSTALLATION INCLUDING LIFIE VIM or rms w4DUCT
A 1) WOMUM EMMM041t OF ITIPCOM ANCHORS WM POLIMED CONCRETE SHALL fly 1 3/4'. 2- FOR ELCO PAMELMATE AND
SAM ON THIS Pla. PROVIDED HE/11HE DOES NOT OMTE FROM IN[ CONDITIDINS WALM ON THIS DOCUMENT.
COMPTRUCTION SAYVY AT SM fS THE 0014111ACTORI ONESPONSIOLITY,
1 3/4- FOR ZA" MAILIN M04M
(d) ]IRS PRODUCT EVOLOAMN OOCIAOCNT WILL ME CONSIUM ORMID W MODIFIED
A.2) CALX-lN At SOURI-XI MOOS SMALL St OWWO 1/41' INTO THE POUKD CONCRETE No tmwxcw "To
STUCCO WAAL SE PERME11 . Ile 0-20 SCRIENS, USED SPOLL K 1 1/2" LONG Momum SNOTOLD STUCCO OUST,
(0) SITE SPECIFIC PROJECTS SMALL 411! NEPARM 111Y A rLORlOA 110015mm 04MM OR Awwm OPHICH, ftlL KCM THE
AND I' MINIMUM MR 01ALLS VON No STUCCO. AND MAY GE HEADED SCAM OR ALL 7400DED SCROYS WIO HEAD,
DORM OF RECORD XOR.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR WE
oft wm wc NUTIS
PROP0 USE OF THE PAD, VIONEER OF RECORD. ACTINO AS A dn=ATVD DOMM TO THE
RED, EMMEDt. 9011 SAMAITC, ITIS LAI" THE SM SPECIFIC DRAWINGS FC* WAIEW,
A-3) IN CAM THAT PRECAFf STOW, PRECAST CONCRIETE PANEL$. P06015. STUCCO OR VOW BOOM K FOUND ON rK
ETWINC TRALL ON noW ANCHORE SWL Of LONG ENQUOH TO RENCH THE MAJN STRUCTURE KNIND SUCH PATIOS,
(0) 716 P.LO, SPOU BEAR THE DATE AND ORIGINAL SAL AND SIDNOURL OF THE PROPIESSIONN,
ANCHORAGE SHALL K AS MENTIONED Of A, I) AND at A.2).
LXVBW OF RECORD THAI PREPARED IT.
14. SHUTTER ~ACTLOWS LABEL SMALL K LOCAND ON A READILY VOW LOCATION AT SIM
1/4- 9 ITMOCOM M04M AS ~AGITATED &V 1. 1 SL WAWP� W.
PANEL SWU IN ACCORDANCE W(M SECTION 170.2.2 OF KDONDA, BUILDING CODE. ONE LAGEL
VOU IS PLACED MR EVERY OPENING LOSCLIN TO COMPLY WH SECTION 1791111.3 Or WE
I/c 0 . 7jr C"-fil ANCHORS. AS ~ACIUM Wr OVIIALT. ROC.
FLOP" WILOM CODE.
1/4'0 IT 3/4' SoLJD-Srr MCHOAS, AS OINFROM SY ALL POINT SOLT a SP03ALTY CO
# 14- TO PAMELMAlt FDAALE 0 AM PANCLANYIE PUG ANCHIDM. AS 00ANUFACTURED gy 0.00 CONSTRUCTION P IN#
1/4' 0 ZMAOC WAAd ANCHORS. AS MANUFACTURED BY DDIALT, W
140R. INTO THE
THE
91) MINUMP DWOKM OF IAPCM ANCHORL ELCO PROMMATC6 AND ZNMAC kAKJN AND CEN FLORIDA SUILVING COK (1kof High Velocity ftne Zone]
PLOO UNIT SMALL IS 1 1/4
MIT* 4
L2) CAX-09 M SOLO-KT ANCHORIS SHOU K EMSEDOED 7/8* NYC THE CONCRETE VLOCK UNIT. NO %,44
7
24 am GKVANM srm STM PAWL
to.
oft" In,
MCCO SPALL K PERMITIM I/#- P-20 SCRE" VSED SMALL SE 1 1/2- LOAD MINIMUM SNO" am.
AND I* MMMM MR PALLS WIN NO STUCCO. STA4
37ATE
TILIE C 0...
0108A' PWMCM "mum, uc.
oft
A
A
8.3) #4 CASE THAT PRECAST STQW_ OR FORECAST CONICROE RAWLS. STUCCO OR WW=W BOARDS K 'ORI
Ms. 0 ~
MAIL � wt
-
H P
OUSTINC 11" ANCHORS SHA.L. K LOW [MOTION TO REACH MAIN STRUCTURE ODWO SUCH P ........
P.M 01")oms.-IVA FAlb
20-113
ANCHORMCE SMALL SE AS MENTIONED 01 S,I) AND IN 0,2). 4K
A L
te"no
pt
am 0 ff is
L kl i NILE 01:10' A *(qll lVA41 1 1:4 194
VjS]lk[4q:j 3jj 3WO) 391961 '1163 :4:4 I:E:j K411101 lw_l 1 101
CONCRETE ANCHORIS
(SEE SCHEDULE
ON SHEET 3)
PANEL LENGTH
(SM SCHEDULE
ON SHEET 3)
CONCIRETE ANCHORS I
-
(SEE SCHEDULE ON
r
i
i
SHCETS I 11010OULMON I
i
OF
Lp� i
i
1/2'
L
MAL
TE
LOCATION
ALTORMW
ANCHORS
_957.004.0ITZ"amm momm.
(SKE SCHEDULE ON
WAMS I T"Roumm to)
sullazala
"wpm
qy-
ALLOST
WO ANCHORS
I Ile
COWNSE ANCHOIRS
io
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Mw
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sot
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: (SOE SCHOULE
I ON SHEET 3)
I=
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10
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Of,
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1
0 IT-11r cz
4
CONCRETE 'LOOP
EYE A.
NEOLOW.
SPIRITS 0 7MMM4 to]
ONLY oft 3"
mll C"
low
PAWL LENSIN
(off SCHEDULE
ON sa�" 3)
0491M POUND) OOMP"
Am vm
_@ OR COMORM aLOCK
=AMOZREQUIRED.
a/ ARE USED
(m scmw ON
vwm 0 "ROM 10)
W" lot= WALL 11mum mm MOM
.44167
WE 0
am Imm M
24 GAK GKVANM Em SIM PAW
P.P.0,
VAN
GLOWI PMOON U.C.
am
20 -175
ALLATION
INST
DETAILS FOR REGULAR
PANELd)INTO
WOOD
UG
ON ALTERNATE WCIDD
(SEE smam" 04
t t
%�
SHEET 11)
sim it)
1/2'
SOT as w
ye Olt
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1/0
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(SEE SCHEDULE ON SW 3) 1
v 64X
4 -0",.!tjw*6
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L. i%x
SCHIDW
(SM soma
off SHEET 3)
GLASIF
ON SHEET 3)
501;
or 'L*
or IV
MAX,
MIN
0 12 1 2- all
pr WOOD
CK
REOLARED
NOTIE FOR C0JA3NATIDN OF SECTIONS;
I . lWFALLATION ARE ONLY VAUD FOR MAX ".0
TW k 90TTiOM MOUNYMS CAN K KSON F=11AZO
COMOIMED IN ANY WAY TO SUIT AW AS PER &%AND PANEL LENGTHS
OWALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTON: INCIDD
MEMKRS To 13E SDUEHERM PINE No 2, W/ PIMSIX
DENSITY OF D.56 OR EGU%L.
2"Pe 111100
REQUIRED
Of
W
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>-
0
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(D
C)-
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0
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m
cu
cu
cn
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2
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0
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OR
I rM* SM FWA OX3-" Aar &tos M-1-s.91
r 14 '& fSawn ALLOY CWT. ALIAL
IMME VON fr4,11 . I
TAPCW 0 1 ox�
mm COMPETE SIDIal ANCHM 0 le I
t JT \\&-
1 4 OR(b ft, NIP,
� 26"
ANOW UX MOM T
0 ir fir- r
VAM r r Aw
w Aim Ss< L "11L AftX ON commits,
�i I'll ;r 0111' 3111111-11146 PCOM CWCRIX
9;x :A SW aw most nmoft
3
2 1/2' T
0".. 7_7 MIN,
M_ CAP
0*-" OR 40111-111 Mar
C.L AMk
CASE A (PLAN) CASE B (PL&O CASE C (PLAN) CASE (PLAN)
SCALE 1/4-.1- SIAU 1/0-1- SCALE 1/4*-1* SCALE
sauml)-w OWN _01
aw P&IMMI
OR ZM*='Ll V"WOVA
aft 3%4, wow an Is, wwwo
SE!"M sw lom flow r
OPO" 111" comalm
OR Iw w= nIAw
011,00
Flow k
=4
I WA= POAMAM to
- won t-4.(t OR4
a - 84 INSTAPa S' No. WILL (Not Ck1r no PAPM)
CASE G (PLAN)
BE IPWP e SCALE 1/4'-1'
VALID MR WIEClo MOUNT INSTALLATION ONLY
COMM PAND, INVA"ATION At WALLS IS/
Al. IAIIAI SUAFW LM WJ4117100111 WITHIN 3/4*
CASE E (PUM
SCALE 1/4-.1-
CA F (PLAN)
SCALE 1/4.1,
(VAUD ONLY FOR PANEL (DOWALIATIDNS AS PER ALTERNATIM 1W THft 41N. ON 94CM 0 IN: 7)
MAX "D
DESION
MWAN moon VACM MR E.C. - As swam ON "Mrs a a 7
APK`CAALE
10
ALTERNATIVE!
41=
or
VAWAW
PANIC,
LOMM
v
TAPCON
LAO MCM
PAHe"TE:
FOAKE 0
PANDAWM
PLUB
1001) PANO
13r
Ir
Ir
W
IF
IS M
—awfoo
Ir
IF
ir
Ir
Ir
Tw
0 lIr
a. I/r
$I/I,
a I/c
72 1 _/r
IBM*)
W-e
LM
r
Ir
tr
Ir
LESS
Ir
Ir
13,
a I/go
(100)
Ir
Ir
Ir
Ir
r
IV opw,
lIr
$1/2-
81/2,
6 Ils-
`,
6 lIr
IMP)
w-v
110
lw-d*
4 Ile
4'
1/2*
t/r
r
Ir
ir
Ir
13.
21
SEE TABLE 11 FOR MAX A.S.D. OEM LOADS k MVIVIL FANEL LEMWIHS 1IHEN SPACER 0 5
USED. COMFEW04DW ONLY TO ALTVINATE 2W ON SHEET 6
I" ASA
Dow
P011256w
RAT"a
MANIMIUM APICMDRB SPACW FOR E.D. . AS SHORN ON SHEM 4 At 7
APPLICABLE
10
ftRft&wM
4=
or THEN
olow"
PANK
w"
v
(00
INVICON
L40 Som
PANEXANITE
FOAKE ID
FN4mAm
PLUS
w= PAM"
Ir
Ir
or
IV
ir
ir
tr
Ir
r
low apalow
6 I/e
9 1/2*
'2
a 1IF-
6 I/r
Is I/r
4
11/4'
wn.0)
V-.w
r
ON
c"
I/r
Jr
r
ir
13*
ir
Ir
Ir
M
*+48. -45
To
+70, -74
Ir
ir
or
Ir
Ir
(wilt
ir
13.
13'
Ir
(1011f)
1
—Ir
Ir
Ir
ir
Ir
IS VT
(1111TIN)
Ilr
tn.
61/2,
a 1/2*
("n
6 1!14*
70
4 I/r
r
S*
a Ils'
Ir
12,
ir
Ir
Ir
Ir
I ter
OWM)
SEE TABLE 11 FOR MAIL A.S.D. DES" I&= III MAX PANEL LEWHS WHEN VAM
USED, CORRESPONDING ONLY TO XTE)OWE 2W ON SHEET 5
pL&O. rn I LOAD
MAXMN PANEL
LIMIT"
40 PSF Oft LESS
r-r
> 40 PSIF 70 50 PSF
6'-2-
> 50 FISF TO 00 PSF
W-101 :1
A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
W/ PANEL MATE AMALE 6 OR PANEL MATE PLUS
ANCHORS A W/ " now-" - D.C.
_'AL 1/2
INSTAUATION DETALS FOR UFE SAFETY PANELm
INTQ POURED COYCV-47 09-COY-CIMIE -BLOCK STRUCTUM
1/4-0 TAPM cop= Pau=
M40M So 12olvalift ON "/4,
CONCOM OLOCK
NEINIMM
A
Pat alimenew
LIVIA M! E.,
Alta LOOM
r."11017
7-.q - A - s)
L/I
"146 =)pLVAI_*v19" SECBM.
got _ Is A, to M memm rfPc a WAMO 10
pautarim, am I= "wic ainsawo.
wwo 000 3=0" MMUK fiftow omon off
wwft"a wmm - on SMISRAS or INS
POLLONOID FACTM POP M OPOW" To w PON"
MERM 10140010 MIAMI LISIVIII WHIS WILL W Is
un 1110" Yvan "am= MR g000 now
Tft am To vCNwlAV!.
111r.
vvP~ftww
1/4's
M
wmmmm�w
3
1
ow
3
3
0"
ft.4% so N
3
314
r
am
__
e4ALM ONLY FOR FIANEL(DINSTALLATICIIIS AS PER SECTIONS I THRU IL ON SHEETS 4 At 5)
MAX A.S.1),
DESON
0112:5111110K
RATINS
(PA-tj
MUM ANCHOR$ SPACING FOR M11 LD PO SCHEME InAw IS
0=
mumm
=
v
MAL A.S.C.
INSIVIN
PRESSM
010111110
SAWN AMMM VACM FOR VAN LO PER SCHIMS MAW IS
PANEL.
UPON
v
01.)
TAINICIN
SOLD -SET
Mw
a
IPLLM
1w
IAPCON
SOUP-117
re
"x_1N
A
10
MONS
To
IS
3k
3k
w TH04
A.
-7
*
J.
—3k
MAM,
or THEN
J747
+41, -48
on
LESS
L_
Ir
1 Ir
Ir
Ir
Ir
is,
Ir
Ir
Ir
Ir
I Ir
I (IOP)
r-r
an
Ir
Ir
Ir
w
3"
13,
Isr
IF
Ir
Ir
Ir
11 1
1 "n
6*0-.r
LESS
Ir
Ir
Ir
Ir
Ir
or
ir
is,
Ir
Ir
Ir
I Ir
I ow"0111)
is,
ir
Ir
Ir
Ir
Ir
Ir
ir
tr
ir
or
to I
I
Ir
Ir
or
Ir
Ir
Ir
Ir
ir
Ir
ir
is'
Ir
2
Ir
tr
Ir
IF
IF
IF
Ir
13,
IF
ir
or
it 1/2
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scqm of Eirstuawn:
This Pm"Evokafto R"od Is being Issued In accordance with the roclulm. of of#*Fb
DepartylaW of Suallesse and PmkWWW Rog"on ftd& Buildift CWM*NMW) Rule cilwar
GIG20-3,01DO, FjkC., for shilewids per Method 11(d). The product noted above two bow
tested smillor vVeluslited = slawroolland herein so show coo0am With Me Florida Bulliffing Code
aeverith Emon (2020) ww 1111. for the PU"" Intended, It low &Q*Abm an " required by the Cose,
R*4v*kmtm ofthis product and be requirtoll folliowing pollilmalt Flarlds BWWV Cademod aWW*or
fw4iown.
SubsondWho Oft:
PYANX=zMLLIATMDOCUNRKrB
FX dinowing 020411643 Nod *4p Gallnumd SelmlGaervalaormig ff" & hloc.WAM'. shu% I-S,
p per
Evoluslan Report
j4V:=hW- bow Tested In accordance with TAB 202 tow s%mW* par TWO
:. Tooft, Inc.
onct cyck Mdng parlonnence halt bmm losolvill In womhwm with ?AS
Lop
201 ancl TAB =Pwftdmpo*)VBTAWI?401 byBMdLwdwTft**. Inc.
Structural engineering colcutellons to" loven Prepared ~ ovolusle SIR pro" besself an
stoft to itudify do bkpwb design n IS
con"mid" Evvdhw "Monsi as
1. MoxkmimAkwoft6pne
2. Minknurn Allinendile Spam
3. NlInkroorn Gloss Sepuedw
4. Anchor spon"
IGO SW 1214 Avo*uo SUITE 106, 0011RfULD ISSACM, FLOItIck 13442
(954) 354-06 0 1 (866 395-9999
NOTES
(1). E-Z HANG STORM PANEL SYSTEM
Dam% W ft I TRACKS TOP & BOTTOMr
(2). END PANELS 94AU ALA1W,.KC7EtM TO BOTTOM TRAC
OrHERWISE A STOP PROVIDED AT TOP OF SUCH
PANELS,
(3)� OF END PANELS ARE CONINECTED TO OOTTOM TRACX, COMPOECTION
SMALL CONSIST OF 1/4"0-2093/4' M.S. W/ 7/8*0%3132' WING
Wff OR 1/4'sx3/4" fib, THUMBSCREW WTO TAPPED BOTTOM
TRACK, LOCATION OF FAST04M MAY BE AT III, OF TWO
VITMOR FLO PLANCIES Or END PANEL
(4). IN CASE TNA7 END PANELS ARE NOT CONNECTED TO BOTTOM
TRACK (i.e. A STOP 13AR IS ONLY USED AT AT LEAST TWO
PANELS SHALL BE COOINECTICEI TO BOTTOM = USING SPECS
N NOTE jg'�IDVE
MA4 IN SUCH CASE. CONINITTION OF
OCCUR AT ANY PAWL LOCATION.
BOTTOM
t INSTALLATIONS ONLY VAUD FOR WIND
SPEED UP TO 170 M.p.h.
ENG . INEERING
Page 2 d2
All American Shutters and Glen - 24ga Gelvarlizod Sted Storm Paricis
No *1% Incomes In allowellis stress has been wed in The design of This product.
Selloraw Norn glating Is not required for kmbkMm ouloide of wind zons 4 ancl sever" bMa.
Large Impact Rowdonnoto has boon donvnoabd so evidenced In pr*Ww* NoW Wg repwo). ancl Is
soccauldlet! for in the onginow" deep of Min product.
WadLoodRashame
Ths product no been designed to molat wind beclai ne Inclicested M the spon odwidula(a) an Ow
Pro" evoluallon Vocurnent 0.9. engineering draming),
This pmftct ithill be frooleted III sing; cornpilhom With Be respodhe Product evoilmom oociamorst Ill it,
engineering drow"), *WV with sit cornponeft noted theonin.
Product con"noarts shodl be at the MOW&I specded In 00 ptocluct'a respeclive Product W"Awlion
Docurnord a* -9009" dri-ft-
UMbWonts & CondkiloM of USIN,
Use of ft proldlad WhIll be In shM sonandonce *0 ths, respedo Product Evaiu@Bw Docurnent ov
Wok-M" n noted hamin
AN supporting hoot strodurso Wal be designed lore" Woupo4i. lbaftendowbeclassollarkil
ftned in Oft producre moped" w4w sallooduls. Had structure Conditions which we not accounted for
In this pmdueft resimetva anchor vcheduft sholl be designed for on a sk*4p@dk basis by a registered
An conninonents whiclin am ponnormnall, hot" be pr against UNTUAW, owftWna*m, WW
other such darnage at A Owme.
This product Tom base designed for use within an! oulside the High Volo* Hurricane Zorw 01VHZ).
Frank Bentardo. PE
ENeWUNNIG EaWing's
000046,919 1 Corn. Auth. 9985
too Sw 12'. AVERY& SUITE 106, ONIRFULD BEACH, P1.0499A 33442
(9S4) 354-G660 1(866) 396-9999
TRANIBENGIMIERINGEXPRISS.0001
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SCALE 3/8-11'
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MIN. PANEL LENGTH
1. INSTALLATION ARE ONLY VAUD FOR MO. ALLO. DESIGN
SHIALL BE 21-6"
PRESSURE RATINIG +/- 40.0 Tl.ml. AND 6'-r MAX
PANEL LENGTH.
2. FOR WIN WOOD FRAME CONSTRUCTION: WOOD
MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
DENSITY OF M55 OR EQUAL
fALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
I LOCATION 04AY VARY)
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ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAIM PANELS
MMMUM STOW PANEL SPARAT" 040M GLAW
JW4HZ, VVIND AWE 4 ESSENTIAL FA01ITIES)
8ALOWAKIII
INSINIATIONSLESS VATALIAVIONSGAUTER
lwihltw�l
THANWASOWGRAN IMAIN13VASOIAG"M
2-26 M
216 M
--!1A.
13101010
--LAPP
:1-.4
6=0 Ll-
$09.
SPAN 5CHEDUU: NUTL:b:
L IN, SPAN SCHEDULES WIT" NWA71YE
DESIGN LOAD 4 PAN& IIASMER SPACING TO
DErMANE MAXPIUR ALLOWABLE STOM PANU
SPAR. SCMEW IS ACCWTASLZ FOR USE WFrH
POSITIVE LOOkos LES THAN Olt equAL TO
NIIGATA
COPIRINCTION WITH ALL MOUNTING EMUSIONS
('F'-TRACK.. WWOM 4014UL EVIC.), USE 62T
OX PANEL FASTENER SPACING TAKE VAIAM PON
AU"W- AND'W-HEAUM (INCLUMNIS INALD OUT
CONDITIONS),
31 UNIMA PCMPOiATON MMON LOADS IS
ACCEPTABLE. OTHERWISE USE NIXT "KO46R LOAM.
1, ENTER, SPAN SCHNIX&I WITH POSITIVE DESIGN LOAD TO 06TWOMM
MINIMUM ALLOWASUI SIPAUTIOlf FWPI THE OMING TO N PWMICTO
3. SCHEDULE is Re"WID MR use WITH POS"M LOADS ONLY,
NMPMAIM UM�M LOADS IS ACIDEPTAbUt, OTHERWISE USE NW NOW
LOAD.
FACILITIES IN ASTM WIND ZONES I THROUGH J. THE IN ASS SEPARATION
3 IN INSTALLATIONS OUTSIDE OFTI* KV"Z AND OUTSIDE OF IISSIEN'"AL
MINIMUM SEPARATION "am THE
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PACING,
A ENTIFFLANCHONSCMEDULEMASE CRY PAWL WtNIAW*CUM. 'THE SVWMSTAUCrURE
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