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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or Mr.
Floor
RA or R/A or RA.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or FIr Sys
Floor System
RAD or Red.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU or A.H.U.
Air Handier Unit
FIR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Aftemate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bit Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BLK.
Block
GALV or GaIv.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm,
Beam
GFI or G.F. I.
Ground Fault Interrupter
RS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SO or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRIG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Sracifications
CLG or CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
5)ruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SO FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SO or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or KIWall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONNorCONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lev.
Lavatory
TEMP or Temp.
Tempered
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O.B.
Top-.4 Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WOW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (mom)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
UnMr Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Un-ar Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlarn
UNO or U.N.O.
Unler 44oted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valvb (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERT or Vert.
vertical
DVP or DV.P.
Diverter Valve (plumbing)
OE or 0. E.
Owner's Entry
VL or V. L.
Versalarn
DW or D.W.
Dishwasher
OP NG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/ or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EO
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PL or P. L.
Parallam
WDW HDR or WDW. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or P111. Sh.
Plant Shelf
WIC or W. I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or PIt Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WID
Water Prooffing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. FIr. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0
12-28-17 3.0
02-21-18 4.0
08-27-19 4.1
09-20-19 4.2
12-15-20 4.3
12-19-20
06-14-21
5.0
5.1
_f0sh
111iff
4 iu;.- i
FRAME -WALK REVISIONS
2017 FBC UPDATES
ADDED GRADE BEAM 150 MPH ENG.
ENG. REVIEW FOR 150-C MPH
ADD 8'-8" ELEV. FOR TREVESTA
OVERHANG OVER SGD REV. TO 3'PER C.M.
FBC 2020 CODE UPDATE
HVAC DOOR TO 2652 PER C.M.
1% 17110M
Im 1M= F*4 F*4 At
1791
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
cS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURALNOTES
SN1
DETAILS
S3M
MONO DETAILS
S4
DETAILS
S5
DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALNUMBERS
PA1.1
PRODUCT APPROVAL NUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
I I M AY '� 4 2022
V_RA
V I AT o A L R , , T
,,v A.- ist, Inc.
Virtual Ri__'� sl
Plans Review completed and approved
f r compliance with the 2020 FBC 7th
ditiop by Debra Anne Klaffir PX2300
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained In these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
e, 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.
2!
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineedng portions of the drawing pages bearing
Engineers signature and seal.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4'
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4'
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
I
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 J X 37 J
S.H.
14
20 X 50 J
18JX50
S.H.
15
20 X 63
18JX62J
S.H.
16
20 X 72
18JX 71 J
S.H.
11-12
27 1/4 X 26
26X25J
S.H.
11-13
27 1/4 X 38 J
26 x 371
S.H.
11-14
27J X 501
26 x 50
S.H.
11-15
27 J X 63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36 J X 25 1/2
S.H.
23
37JX38J
36 4 X 37 3/4
S.H.
24
37JX50J
36 J X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 J X 72
36 J X 71 112
S.H.
DOUBLE 2 WIDE
75"TALL
73 J WIDE
S.H.
32
54 X 26
52 4 X 25 J
S.H.
33
54 X 38 J
52 J X 37 J
S.H.
34
54 X 50 J
52 J X 50
S.H.
35
54 X 63
52 4X 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.
6-0" 16-131" 1 R E SSIST
e w Ass- nc.
01 1 1
; R., com;- A ar)r. approved
)m� r --e witi - � 20 FBC 7th
)n b )ebra P,,- V PX2300
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Ed. 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
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
rA')
\Icl/
+29.7 -32.2
r'
11 �D
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
+26 * 6 /_33
SEE SN SHEET r.H EE SN SHEET
S
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WI�ND PRESSURES
�V
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALL LEGEND
11111111111 MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
INTERIOR BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION
1ST FLOOR LIVING AREA 1817
LIVING TOTAL 1817
GARAGE 427
FRONT ENTRY 32
TOTALAREA 2276
FLOOR PLAN - ELEV-Al
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 FACE-D
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
SCALE: Y4"=1'-O"
GARAGE SEPARATION I
(GARAGE / LIVING)
R-1 1/R-13 KRAFT FACED
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To the best of the Engineers knowledge. Information and belief,
the structural plans and specifications contained withiin these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Enginaer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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SHEET NO.
KITCHEN ISLAND
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MIRROR
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MEDICINE
CABINET 00
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NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
TOWEL BAR
ON BATHROOM WALL
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IL 16" FOR LINEN
1 T 12" FOR PANTRY
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4
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INTERIOR ELEVATIONS
42" H UPPER
CABINETS
36" H UPPER
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30" H UPPER
CABINETS
OVERHANGS THAT
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To the best of the Engineers knowledge, information and belief,
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Residential
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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TEXTURED
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CEMENTICIOUS
FINISH ON C.M.0
(TYP.)
12
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SCALE: 1/4"=l'-O"
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12
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T.O.M.
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TEXTURED
CEMENTICIOUS 9
FINISH ON C.M.U. 00 bo
(TYP.)
1 35 SH F.FL.
----------------------------- ] ......... [_] ----------------------------- ]J ----
LEFT ELEVATION - Al
: 1/4"= 1'
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SNII 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"A" crown) staples @
6" O.C. verticalty/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 C 1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster,
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be In accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
oor assem y woo - r me construct on.
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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To the best of the Engineer's knowledge, infoRation and belief,
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Residential 7th Edition. Engineers signature and met is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE :
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SHEET NO.
3.1
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---------------
11-01,
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CENTERED ON7
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CEMENTICIOUS
00 00 IS
_I I FIN H ON C.M.U.
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25 SH 25 SH
F.FL - -------------------------------------------------------------
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5068 SGD
REAR ELEVATION — Al.
SCALE: 1/4"=l'-O"
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3'-0 RIDGE VENT 07-
12
12
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HDRHGT. ----------------------------------------------------- V-Y!-
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CD (TYP.)
25 SH 25 SH
FL. ------------------------------------------------------------------------------
RIGHT ELEVATION
NEW[ Al
1/4"=1 1-011
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
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"-1" crown) staples @
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontalty 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
C 1063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type I felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not Less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier 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 exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
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.
0 At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recornmendations.
REV. 09.24.21
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To the best of the Engineers knowledge, information and belief.
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-02385
SCALE : AS NOTED
SHEET NO.
3.2
MLH1YIiAi I ' rJ a 61=IIIIIII al1i-� L 1,
2"
*NOTE:
VARIES
1'-10"
1zl.
CAP
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FOAM TO BE USED
1" RADIUS
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1"
00
REQUIRED BY ONLY WHEN
COMMUNITY
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DETAIL TO BED
1" 2" OPENING VARIES 2" 2„
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V-5 "
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ONLY WHEN
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REQUIRED BY
COMMUNITY
SPECS. IF NOT, 1"
OPENING VARIES
2'
1'-6"
1" 1'4"
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OPTIONAL
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OPTIONAL
13-
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4
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2
M
4" GARAGE
DR. OPENING 4"
3' 4 WINDOW OPENING 4" y"
NOTE:
• INSTALL OVER STONE, TYP.
VARIES
• FIN. TO HAVE TRADITIONAL
LOOK & SMOOTH FINISH
• FOAM/ EPS MATERIAL IS
ACCEPTED
NOTE:
• FIN. TO HAVE TRADITIONAL LOOK &
14' 1 -6d' 14
1Z"
2'_1„
2
SMOOTH FINISH
• FOAM/ EPS MATERIAL IS ACCEPTED
6
6
54"
1, 1 54,
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7"
1 "
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10„ V-4" 10"
00 ZD
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1"
R70,
1 „
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GENERAL NOTES:
• 1.5 LBS DENSITY STYROFOAM
• POLYCOAT (HARD COAT)
Mi
• ACRYLIC SAND FINISH
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and spedfications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
QE
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39"AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2"AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centedine above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed In accordance With LIL 217.
6. Provide AFCI's (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 NIFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
With R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where Installed Within 6of
the outside edge of a sink. This Would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
r1=7"w.P.
WEATHERPROOF DUPLEX OUTLET
14:�
t'�--7'G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
K�--
HALF -SWITCHED DUPLEX OUTLET
L,Ph
171:�hv
SPECIAL PURPOSE OUTLET
171-u
:E�T
DUPLEX OUTLET IN FLOOR
I 4n,
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220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
�94
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�-o
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
% MI -VI,
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
19
PUSH BUTTON SWITCH (OPTIONAL)
H�g
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
J1r:L
ELECTRIC PANEL
DISCONNECT SWITCH
6j��3
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
150A/200A INDOOR
PANEL CENTER
01 #14 copper to lights & outlets
,NEMA 1
50 Ampt
01 #12 copper to 20 amp ckts
200 AMP
01 #10-2 copper to WH
0 #10.3 copper to Dryer
.7RT
LA
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n M IN
200 amp
150 amp
UNDERGROUND V:i§
POWER CO. FEED--,
INTERSYSTEM
BONDING
TERMINATION PER
or 410 SER AJu
Bare Cu Ground
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF NEC 17,
Typical 150-200 Amp Electrical Riser DiagraM REV. 04.06.21
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER CO.
�j
DISC.
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PLUMBING RISER_
NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS
BE VERIFIED WITH PLUMBER
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ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1l300 Rule
Ridge
Off -Ridge
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2276
2185
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546
561.0
285.0
_
276.0
(Zone 1)
*"NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
ROOF PLAN - ELEV-Al
SCALE: %4'=1'-0"
Attic Ventilation
Attic Ventilation to be In compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT.
"If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed)
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6'-0"
1--10" 6-2"
PER FIELD
CONDITIONS
ABOVE SLAB TYP @ ALL
PLACES SHOWN HOOKED FTG.
TOP OF CONC./ PAVER TO BE 4" -3 1/2" SLOPE,
BELOW FIN. FLR.
DOWELS 5" EMBED W/ 25" EXT.
LO
PROVIDE Y2" x 9 Y2"
ABOVE SLAB "GRADE 40 STEEL"
L — — — — — --4 — — — — — — — — -
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TYP Z-6" x 7-15" x 11'-0"
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37'-8" 6.0" 15'-0" 01
58-4-
FOUNDATION PLAN MONO - ELEV-Al_
SCALE: Y4"=1'-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F' OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING I
VVVVF 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
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SCALE: 3/4" = V-0"
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CONTINUOUS
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QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
3
HORIZ. REBAR, TYP.
U.N.O.
-Alternate:
ie reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = l'-O"
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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SHEEr NO.
6
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
AND SPEED (ULTIMATE) 140.0 MPH
AND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY � C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE
(SO FEET) (-) VALUE DENOTES SUCTION
AREA ROOF 1 2e 2n - -2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57
rGABLE -38.22 -38.22 -60.99 -60.99 -60.99
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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 ey%) or IV32" EXP. 1 (3ye)
TILE: %2" EXP- 102/16)
NOTE:
1. PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0. 113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
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[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
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1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1 1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 112"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2% 8-10d
H
FGTR
4725
3400
w/ (18) 114" x 3" SDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
—
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8' ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8' ANCH. /(26) 10d x1-1/2
K
HD3B
3130
3050
518"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8"ATR
M
jVGT-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
10051915
8 - 10d x 3"
JUS26
1000/1080**
—
8 - 1 Old
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
—
(20)16d x 3-1/2"
0
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 HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
—
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 17-
EMBED W/ SIMPSON "SET"
IEPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ USP CIA-7000C
IEPDXY
V '1
(2) LGT2
14060-M 3770-F
3500-M 3240-Fl
w/ (32) 16D SINKERRS-9—
TUGT2
13100-M 4520-FI31
00-M 3800-Flw/
(32) 16D SINKERS &
(14) 1/4" x 2 114"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
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1 1010 1
605 J-12
- 10d
SPT24
1 1090 1
1-12
- 10d
HCP2
1 590 1
555
1 12-1 Od x 1 1/2"
HHCP2
1 680
1 570
1 (20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24-
OC FOR CARPET AREAS
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 0.128"x WGUN
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) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSE IONS SPLICING I W
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
12 PLY CARRIER—J A)
x CONT LEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-Al
SCALE: Y4"= V-0"
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To the best of the Engineer's knowledge, information and bellef,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seat.
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed joints.
2. Shore filled iinteis as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Untels are manufactured with 5-112" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed In exterior concrete masonry walls shall have
a coating of stucco applied In accordance with ASTM C-926 or other approved
coating.
12. LIntels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads should be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
MBEM- Nam=
2
1
IMM
8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32 1B/1T
(B) 45)
(a '�'j
\Z7 kD) (9
FORM & GROUT SOLID
9
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8F12-1B/1T
(0
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SCALE - N.T.S.
E01
Ell
I
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F = FILLED WITH
GROUT /
U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
zwl&
EB/1T
tNOMINAL
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL -
HEIGHT
MATERIALS
17-rc-p-r-e-caefTntels = 3500 psi.
2. tc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi wl
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum not area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
REBAR AT TOP
IN. (1) REQ'D
4 " 1/
LEAR
A 4
ALTERNATE POWERS
STEEL LINTEL
4 *--C,. M. U.
#5 REBAR AT TOP
44
A
4
MIN. (1) REQ'D- 1-1/2"CLEAR
A A
4 GROUT
C.M.U.
A 5 REBAR AT
BOTTOM OF
LINTEL CAVITY
oui
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a X Uj
REINFORCING
�<o
7-5/8"ACTUAL LPROVIDED IN
a
NOMINAL WIDTH ,
LINTEL
Z
< 5 REBAR AT BOTTON
(VARIES)
Lu AS INDICATED
�iNcr a
1 16 GAUGE POWERS
STEEL BOXED LINTEL
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting.
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair,
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementibuos coating. See contractor specifications
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 "NALL LOCATIONS UNLESS
GV
NOTED OTHERWISE AT OPENING LOCATION
CF) CF)
4'-6" LL 4'-6" LL
( DB
6-110" LL 6'-6" LL
F
6-10" LL
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17'-4" LL
LINTEL 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. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal,
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (11 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(11 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZJNG.
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 (11524 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 $HALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8,2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61T MS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3. ASTIM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES'BY THE
TRUSS PLATE 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 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
IIST 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: 15PSF
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.
13.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C', IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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 + WIL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2-
C-I-P CONCRETE NOT EXPOSED:
1 Y2.
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
WORST CASE DESIGN PRESSURE TABLE
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
BUILDING DATA 140 MPH
CRITERIA.
WIND SPEED (ULTIMATE)
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ALLOWABLE) 108 MPH
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
BUILDING CATEGORY = 11
31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 X 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
DESIGN WIND PRESSURE:
CONTRACTORS DISCRETION.
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
4.3. CONCRETE MASONRY:
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
WINDOWS AND DOORS
NON -MOISTURE CONTROLLED,
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
TYPE: 5B
STEM WALLS.
+ 29.7 PSF / -39.7 PSF (END) U.N.0
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI
GARAGE DOORS = 140 MPH)
MINIMUM.
(V
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
SINGLE 90 +26.1 PSF / -29.9 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 160 +24.9 PSF / -28.0 PSF
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
SOFFIT +29.7 PSF / -39.7 PSF
4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32"EXP 1 OR 7116" STRUCTURAL 1, U.N.C.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS,
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
'DESIGN
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE NTH THE
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
ANSI/TPI 1-2014, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES,
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK
NOTE:
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5. FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8--
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTIM A307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
NOTE:
4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,101 (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 / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substanfiates 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 siqn which identifies the termite treatment provider
and need for re -inspection and trbatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. IrriArtion/s rinklersytems includin
t T
I aall risers and
sp y hea s shall n t be installed wi hin V-0" of the building side wall.
4. FBC-R R318.7- To pr? vide for inspection for termite infestation, between
wall covering and fine earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the founclation wall.
5. FBC-RV1 8.1.1 - Initial treatment shall be done after all excavation
11
and ba ill 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 subspeurent installation of tra
etc., shall be made with permanent metal or plastic forms. manent forms must
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 rpinfpll occurs bef6re vapor retarder placement,
retreatment is required.
9. FBC R31861 5d bC ncret%goverpo aratimentar along the foundation perimeter
musiL rem �e e7o 0 a sy
no 1 tre t.
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 ext9dor vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin apartment
b a licensed pest control company before 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.
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specificaflons 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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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4%1" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:—) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
16GAxl-1/2" LONG (3/4"-l"
CROWN) STAPLES @ 6"
O.C. VERT INTO STUDS
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" = V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
101-011
TANK -LESS W/H
CORNER OF__/ I % r
HOME H C G
GARAGE SIDE 000
51-011
1-019
STUB -OUT FOR L 9 _1 U
GAS METER 0
0
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL.
"ONLY APPLIES TO.HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8- @ 16" O.C.
13-4-
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
191-310
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4- @ 24" O.C.
6-41
(2) 16d TOENAILS
2- X 6" @ 24- O.C.
8'-6"
(2)16d TOENAILS
2" X 8" @ 24" O.C.
111-001
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-011
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
FILL CELL—\ STD. 900 HOOK BOND BEAM
'M
F
SIMPSON MGT
w/ (22) 1 Od
GIRDER TRUSS
NAILS TYP.
CONT. #5
STD. 900 4�r 1
CONT. #5 HOOK --------- BAR 2X TOP PLATE
BAR i F'� " F
11 - 11 1-h 1 11 11 #5 CONT.
FROM
FOUNDATION
F-7] TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
—PLAN FOR MORE INFO
—CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D ���PLYWOOD FLOOR
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
�J,
FOR BLOCKINGrTJI
::MASONRY WALL OR
INTERIOR BRG. WALL
< TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from STUDS
above to bearing below.
DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL
Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S.
BCI8Joist Backer Block Filler blocking
Thickness Filler Block Thickness 1/8'min. I Small ap 2" min.
Series 1/8" gap 2" max. 4" max. I Web Stiffener Fastener Schedule
3/4" or 7/8" Joist Been" n . q Location
5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1 0�9 I—L Series Depth End Intermediate
P, 9-1/2" 2-8d 2-_8d
, i 3 8d
1-1/8" or two 112" .4 BCI 5000s@1 11-7/8"! 2-8d
6000s 1.8/1-7 wood panels 2 x + 5/8" or 3/4" wood panel 14" 2-8d 5-8d
Clinch nails
9-1/2"_ 2-8d 2-8d
1-1 /8" or two 1/2" when BCI 6000se 11 -7/8" 2-8d 3-8d
6500s 1.8/1.7 2 x + 5/8" or 3/4" wood panel possible
wood panels BCI 6500se— 14" --- 2-8d 5-8d
1 1) Support back of web during nailing to prevent damage to V 16" 2-8d 6-8d
1-1 /8" or two 1/2" 11 -17/8" 2- - 8d 3-8d
602.0 2 x + 5/8" or 3/4" wood panel web -flange connection. -------- I 5-8d
wood panels Tight fit BCI 60SO 14" 2-8d i
2) Block solid between joists for full length of span. 16" 2-8d 6-8d
2 x lumber Double 2 x lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2" 1 min. 11 - 7_/_8_-__3-16d 3-16d
902.0 2x4/PIywood/OSB web stiffener BCI 90s8 14" 5-16d 5-16d
4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16" 6- - 16d 6-16d
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pif max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
11/16"
code for appropriate
Zor--20
details in
One 1 Od box
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam 0
Boise Joist Blocking
tJqPT' (10d)i nail.q at 6" f)-c-
Provide adequate bearing
for each lapped joist.
10d nails SECTION @ INT. BRG. WALL
N.T.S.
I—— . MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(se,
(KNOCKOUT EXEMPTS)
(see table below) D
6- (see table below)
DO NOT cut, notch
or drill flanges
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pif max. along bearing wall
Required on interior walls: - for vertical load transfer Plumbing
Men load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load, bearing wall must stack over 7f =1
b oc,
locking and wall or beam below.*
Joist
W When joists meet over wall, provide
he
1314
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration. —
611 1. A %2" ROUND HOLEMAY 611 611 0 NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
THE WEB. PROVIDE AT Tln�OUND IN
R
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IY2"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S
Joist hanger
5/81
THRU
BOLT
I.0
SIMPS(
wl (22) -
NAILS I
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
=_ AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (112" wide min.) IT71.1 I [---I I I— —
.T
Nail with 10- 10d nails. �P
nstall tight to top flange, W, -A
SLEEVE THRU STEM
-OR
SEE PLAN FOR 44
0
4F 4'
FOUNDATION INFO
STEM FOUNDATION
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
I � V1 -2" gap
1/4"
""Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
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
/46 X Joist
.1 -1 depth
D
I -JOISTS BUCKETS
N.T.S.
GRADE
/-- REINF. SEE PLAN
/ A/CCHASE4"PVC — (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 / META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
1 REQUIRED)
w/ (18) 1 Od x 1 1/2"
NAILS I
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION�
4
',,7L A
L 4
4.
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
4
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE PLUMBING LINE
PENETRATION
4
0 4 0
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE:
PENETRATION PLUMBING LINE
4-0 -
4
4
lie.
SEE FND. PLN.
SIZE & REINF,
>
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04
CU U_
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C: C\l
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IN
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO 22-02385
SCALE : AS NOTED
SHEEr NO.
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121
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8
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55
C,
C'4
en
7PF
7/1 _T/I
k;z4— -A --bzd
5/8"OR 1/2" HIGH STRENGTH ---� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
b:;d— —4 :z— —+5;Zi
5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %"GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR %" GYP. TYPE 'I 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"1 NOM I NAL BLOCK WITH
TOP PLATE
S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
TOP PLATE
2x BLOCKING HORIZONTALLY@
IL
(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
L
1/2" CDX PLYWOOD OR 7/16" O.S.B.
(12) 10d NAILS U.N.C.
FOR UNDERLAYMENT
@16" O.C. W/ (2) 1
16d TOENAILS T &
lo
IL
SHEATHING Ill FOR ALL --2x BLOCKING HORIZONTAll INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 il (113302.11)
5/8"* x 10" "J" BOLT @ 24" C.C. w/ x BLOCKING HORIZONTAll INTERVALS
2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 l (R302.1 1)
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"xl 2" TITEN H D @ 24"
PRE ENGINEERED WOOD
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @
INSULATION PER CHART ON FLOOR PLAN
4" Ill @ BOUNDARIES, 6" O.C. @
O.C. OR 5/8"x10'WEDGE ANCHOR
NSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
SLAB & BLOCK
EDGES, AND @ 12" O.C. @ FIELD
"SIMILAR AT FOUNDATION ONLY"
ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/
@ 6" MAX FROM END OF 2 x PLATE
N W
(2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4
IMPSON SP1 wl (10) 10d NAILS
5/8- x 1 l "J" BOLT @ 24" 0. C. W/
2"'x3/16" PLATE WASHER (TYP.)
SIMPSON SP1 w/ (10) 10d NAILS
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
wl Ill FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.) WWF OR FIBERMESH
A
Ell 0 -
.0'.
(ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
A. F. F.
O.C. OR 5/8"xlO'WEDGE ANCHOR
21' x 6 W1.4 x W1.4
INCLUDE THE WALL
6 x 6 W1.4 x W1.4
SHINGLE ROOF, SHINGLES TO
@ 24" O.C.) WWF OR FIBERMESH
ATTACHMENTS 2'1
WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM
k?
Wi'
z
El 4-31/2"
3 1/2" MIN.
3 1/2" M IN.
D7158-CLASS G or H, or ASTM
D3161-CLASS F, IN
41 1
C NT.
2x4 0
A.F.F. n
LL
Af
12
ACCORDANCE TABLE
*"-
/2"(min 4-
1 4'
1/2-imin.1- 4-
1/ "(miri
"(min
w/
2� A
;0 2
;e
;0
r3l'l
V ARIES
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
GARAGE DEPTH VARIES
3 1 2"(mil - 4'
3 1/2"(min.) - 4'
2 in �)- 4
RESIDENTIAL
8
INSULATION LE
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
(2) #5 CONT9 411 V-4" 8"
(2) #5 CONT. -4 81'
FRAMING SHEET FOR
U.N.O. MIN.
U.N.O.
SHEATHING AND FASTENERS
WALL W/ OUT UPLIFT rG G"'�
GARAGE SLAB AT STEP B�
TYPICAL BEARING WALL STEP (a) SHEARWALL K"C�
TYPICAL BEARING WALL @ STEP
Ell VARIESiI
SCALE: 3/4"=V-0"
SEE TYP. WALL SECTION ill �3
SCALE: 3/4"=V-0"
"SHEAR WALL" SCALE: 3/4"=V-0" �3
SCALE: 3/1
5/8" OR 1/2" HIGH
ALUMINUM DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8"
LUMINUM FASCIA
GYP. TYPE 'X" @ GARAGE
W/A HABITABLE ROOM
N.O. 2x SUB FASCIA
1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING
--12"
ABOVE) W/DRYWALL
EE STRUCTURAL
NAILED W/ 8d COMMON NAILS @ 4" O/C
SCREWS @ 7 O.C.
SOFFIT SHEET SS
2x S.P.F. S S 1 O.C.
BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD.
2x STUDS@ 16" O/C
00
CEILING & 8"O.C. WALLS
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
ox�l
8"x8"X1l KNOCK -OUT
LOADBEARINGOR I--*,-
INSULATION PER FBC AND ENERGY
2x BLOCKING HORIZONTAll
v
INSULATION PER
BLOCK W/ 1#5 CONT.
EXTERIOR WALL
8" C M U
FORM SUBMITTED WITH PERMIT
NOTE: INTERVALS NOT EXCEEDING
CHART ON FLOOR
FILLED SOLID W/GROUT
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
SEE SECTION C/S3 FOR
PLAN
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
1 l (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
1x2 P.T. HORIZONTAL
NAILER
8" C.M.U. TYPICAL
SEE Cl OR C14
'OR
G/S3 FOR ANCHOR
"J"
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL
--1/2" GYP WB (MIN.) @ GARAGE
SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
BOLTINFO.
5/8"1 "J" BOLTS BOLT
5/8"' x 10" BOLT @ 24" O/C W/ 2'13/16"
3RD LAYER 1/8" THICK.
l K.O. BLOCK
10d NAILS
STD. 90-HOOK (SEE DETAIL)
TYPE "S" MORTAR
(IF NO UP LIFT ON
DIN
@ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
*SIMPSON SP1
(6) 1/4"11/4" TAPCONS
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20- MIN. LAP l MIN. LAP]
x
#5 REINFORCING x
350l MIN. TENSION 2l
SPACE ANCHOR
R
ARCHITECTURAL
w/ (10) 1 Od NAILS
SPACED EVENLY
FIBERMESH
WEEP SCREED INSTALLED
/I _j
BAR I/ -
x
FRO
BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 C;� C�
FINISH
TYP.
2x P T. PLATE
PER Mll INSTRUCTIONS
'N�'-#3
X a
I AT;:
END OF 2" x PLATE WWF OR FIBERMESH
11� r
1x2 PT WD FURRING @ 24" O.il
ASSUMED FINISHED
E
OR #4 REINFORCING BAR
< LU
—7-91
�GRADE
2E
GRADE
#3 & #4 LAP SPLICE
40 MIN. Fy= 4l
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
MONO OR STEMWAll
FINISH GRADE ;0 2
[GRADE
25 30"MIN.
MIN. LAP LAP]
60 MIN. 1601 U)
CL
16
9
CELLS (SEE
FOOTING MONO SHOWN
00
K LU
ILL
I>
FOUNDATION PLAN
FOR CLARITY
6 MIL VAPOR BARRIER
p
R 17/8"
i v_7__T
FOR LOCATIONS)
77
11 [1771
:
C14 z
#5 REINFORCING BAR
1x4 P.T. BASE NAILER
4"x4" INSPECTION
I-- I :K
P,
tap
#5 LAP SPLICE
(2) #5 CONT.-
3 1/4" BASEBOARD
PORT AT EACH
NOTE:
*FOR BEARING WALL
Jil_ ll�
COMP. SOIL. (COMPACTED TO
36" MIN. LAP [36- MIN. LAP]
ON 3" CHAIRS
89' 11-41' 8"
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
10"
MIN. 2500 PSI CONIC. SLAB
MIN PSI MAY VARY PER
AT GARAGE CONTRACTOR
D1557)
41' 11-41'
"--#6 REINFORCING BAR
#5 STD. 90 HOOK
MUNICIPALITY.
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
CONCRETE SLAB W/ 6X6
MAMA WWF OR
NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION
rD'��
TYPICAL EXTERIOR FRAME WALL FOOTING E�
REBAR DETAILS
rF
WALL w/ UPLIFT rG
"FIBERMESW
DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 311
� �3
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/1
�3
SCALE: N.T.S.
�3
SCALE: 3/4"=V-0"
SLAB INFORMATION.
SLAB INFORMATION.
00
RIES
Cl)
6 x 6 W1.4 x W1.4
SEE PLAN
1 1/2" RECESS FOR x 6 W1.4 x W1.4
;0
31/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.) WWF OR FIBERMESH
6 11 L VAPOR
min.) 4"--\
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
BARRIER tE :�4\
C14
L�l
GRADE
AT 24" O.C. MAX.
SEE PLAN FOR
11
CONNECTION INFO
4 4
COMP. SOIL.
;0 I Fj�!j
I I
ll
TOP OF BEAM NV
& LAYOUT DESIGN
(COMPACTED TO 95%
1) #5 REBAR w/ OPT.
SEE ROOF PLAN
4 A A
co
7
MODIFIED PROCTOR
b It N l;INCLOSURE
(2) HTS20
FORSTRUCTURAL
9!6
ASTM D1557)
BEAM SIZE &
At.
4
3" MIN. Cll
(2) #5 REBAR CONT.—/
CONNECTION INFO
ON 3" CHAIRS TYP. 11-4- (1 STORY)
`-8-
STD. 90 NOOK (SEE
MIN.
U.N.O. 4" 11 (2 STORY)
DETAIL)
2x4 P.T.
2x4 #2 SYP P.T. FRAMING w/
PLATE
7116
MIN 7/16" O.S.B. SHEATHING
SEE A1S3/J/S6 8"
TYPICAL WALL SECTION
TYPICAL THICKENED SLAB EDGE
O.S.B. z
ATTACHED PER NAILING
FOR REINF. Ill
SCALE: 3/4" V-0"
Ill
SCALE: 3/4"=V-0"
W 0
L"
SCHEDULE
OPTION #1
�3
1/2" GYP. BD.
P.T. 2x
lix
COLUM LOCATION >
SEE PLAN FOR STRUCTURAL
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
HOLD GYP. BD.
w
COLUMN SIZE AND BASE
rM
1/2" FROM SLAB
LU
Uj
CONNECTION INFO.
SLAB STEP & RECESS l S.G.D.
0101, CONT. BEAD SEALANT
U)
SCALE: 3/4"=V-0"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE BLOCK WALL BEYOND
BLOC K WALL BEYOND
INTERIOR 2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
PAVERS / DRIVEWAY
EXPANSION JOINT
-3 1/2"
4 INK
SEE DETAIL ll FOR
COLUMN TO PORCH SILL
w/ 1/4"x3"TAPCONS
AT 8" O.C.
Ill MASONRY WALL AND
CONCRETE SLAB 14"
O.H.D.
RECESS
1311
O.H.D. RECESS
GARAGE
ATTACHMENTS & 18/D1
PAD FOOTING
PAVERS�
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
Cl)
CONCRETE NAILS W 11/2
W/ DRYWALL SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS
EMBEDMENT @ 12" O.C.
TO FOUNDATION PAD
A.
0
EL
Cl)
PLATE TO CONCRETE
ON FLOOR PLAN
2
SIZE VARIES PER PLAN
(MIN. SHEAR 180# MIN.
CONT BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
9 GRAD
:14
;0
TENSION 120#) CONCRETE SLAB
_j
FILLED SOLID (SEE PLAN FOR
"j. .
194
6 x 6 W1.4 x W1.4
W
LU
SIZE AND REINFORCEMENT)
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W
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111. Llj
A A_j
BRICK PAVERS or SLAB PER
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6 MIL VAPOR
I FIN. FLR.l
CO MMUNITY SPECS
L.
dl !l! I 4�7
_"�,-FOOTING
SEE AIS3 OR J/S6
SEE A/S3 OR J/S6
0
Ill j
FOR REINF. INFO. 3" MIN.
CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIE.
q-1 1prffl
BEYOND
1 (1 STORY) V-8"
(1 STORY w/ DEPRESSED SLAB OPT.)
1'4" (1 STC RY)
T_VTOFF
—1,
PAD REINFORCEMEN 3" MIN. CLEARANCE
(SEE SCHEDULE)
1 (2 STOR
V-8" (2 STqRY)
41' 4"
SEE FOUNDATION
CONIC. PAD INFO,
FOOTING WIDTH
SEE SCHEDULE I
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG. rK"�
TAPER N FRAMING rCD12
ED COLUM'
PATIO COLUMN FTl DETAIL rN
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
�3
SCALE: 3/4"=1'-I Il �3
SCALE: 314- V-0"
SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, Information and belief,
the Structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seel Is only for
the structural engineering portons of the drawing pages bearing
Engineers signature and seal.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
i
o
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE
STANDARD 3"DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
SCREW OFF CAP (3- DIA.)
'----2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINTw/(3)12d
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
75/8,, 8" 7 5/81, 8"
A
v
-SOLID AREAS ARE F1
TONEAILS SPACED
STEEL AND GROUT
DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK F1
PLATE WALL IS 1 1/2" MAXIMUM
INTERIOR
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
--�(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12 SEE TYPICAL WALL SECTION
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24' O/C
--UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
-,--2x BLOCKING @ MID
POINT EVERY OTHER
+ + STUD W/ (3) 1 Od NAI S
L
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4' O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 10d
NAILS AT EACH STUD
2X P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
- I F
AND FILLED SOLID WIGROUT
1 #5 VERT. IN CONC. FILLED CELL W1
S 90A
TD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
7 5/8,, 8"
WALL
'TENSION FROM EXTERIOR F1
,CE OF BLOCK WALL IS 2 1/4"
Ct- -DOOROPENIN
G DOOR OPENING
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT
SCALE: N.T.S.
F] A
v
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
D�
TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT
SCALE: N.T.S.
KNOCK-OUT—
)#5 NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1
FOR CONCRETE PLACEMENT 7
IBM
III
III
1
IN
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4"INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
(DSEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
LT
WIDTH OF OPENING VARIES 4" —FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
_j
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0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
X6 MOUNTING BASE
8x8xl 6 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S. 4 4
BOTTOM
_"POURED CONCRETE BASE FOR OF MOUNTING B
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
"M
kt//Vl
410401�k
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS @ 8"
O/C TYP.
DOUBLE 2x
TYPICAL (U
CRIPPLE STUD
N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T.S. 1\ �4
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
11-4-
1 (1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2) L
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
PLAN NOTES FOR
SEE FLOOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
—
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\—(I) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S. 1\ �4
SIMPSON
SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
O-C�--
5/8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER7��A
SIMPSON SP2 w/ (12) 1 Od
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
EBLOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4' O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
/ LU
O/C FIELD
<
a.
2x TOP P LATE
2X4 PT STUDS @ 16" O.C.
2-16d NAILS @ 24' O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
_LL,
W
NAILS AT EA. TRUSS VERTICAL WEB
EB
2x STUD @ 24"
M ENT
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
LMAIN
O.C. MAX.
ROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
I
H
SPAN
VL
2x P.T. PLATE
rp
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOFTRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CAONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
H I
1 #5 VERT. IN CONC. FILLED CELL------'
W/ STD. 90* HOOK IN K.O. BLOCK
Emm_
v—
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
4&,, SPLICE STAGGERED
10d @ 8" O/C
ATTACH ALL -j
EXTERIOR STUDS
W1 (4116d TOENAILS
TO YOP PLATE
NOTE:
BOTTON SPLIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVERSTUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. � �4
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
_4
INTO
e TRANSOM
TRANSOM FRAMING FRAMING
2X P.T. SEE SECTION AA/Sl
PLATE AND BB/Sl FOR
t)
ADDITIONAL DETAILS
SIMPSON
RECESS SP4
LINTEL
SIMPSON
Spi
SIMPSC
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/"�j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
'OXIEDA.T.R.
t & NUT
DXIED A.T.R.
t & NUT
2X8 P.T. BOTT
"J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON SIMPSON SIMPSON C
SP4 SP2 i
SP4
"
NAILED INTO
TRANSOM
FRAMING
SIMPSON
spi
SIMPSON
SP4 --\
SIMPSON�
SP4
2X8 P.T. BOTTOM
PLATE
Uj I
L5/8"X`10" "J" BOLTS @ 24' O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
/_ 2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
d
@
STAGGERED A 10d NAILS @ 6" O.C.
STAGGERED
TRANSOM FRAMING
BEYOND.
-PLYWOOD FASTENED TO TRUSSES
"0
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
SHEATHING
0 rE
& 8" O/C FIELD 1 ��4�
L
SIMPSON SP4 w/ (6) 10d x 112"
s:
(USE SP6 FOR 2X6 WALL, USE O—PLYWOOD
SP8 FOR 2x8 WALL) 0
SHEATHING
0
* SIMPSON SP2 w/ (12) 10d NAILS MASONRY
5/8"X10"J-BOLTS @ 24" O.C.
e SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW
0
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S.
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the structural plans and specifications contained within these
drawings comply with the 2020
Flodde Building Code -
Residenti
17th Edition, Engineer's signature and seal is only for
the struct'.1ral engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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SHEET NO.
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SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (A
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END.
SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING
TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5 BACKNAIL w/ 016d NAILS �x
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45*±
45'±
Z
45'
SEE STRUCTURAL
Y
NOTES AND NAILING
2x4 CROI
BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
A4KI
@ '_O�OKER
8 /C
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
Ir
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
LEDGER TO
SILL
1/2"CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
"---FROM
BLOCKING
7/16" OSB SHEATHING
END
GYPSUM WALL BOARD
7
ATTACHED W/ 10d
�
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"'
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3' O/C
CORD A77ACH ED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
pq
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
ff
EDGES AND 12" O.C. FIELD
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
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)
MAX. 9"
BACKNAIL w/ (2) 16d NAILS
UNSUPPORTED,
IF >9" SEE 10/S5
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING-i
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
EACH JOINT w/ (3)
TOE NAILS @ EA. END
10d & (2) 10d TOE
NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
,1/2"
OSI3 SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12"O.C. FIELD
END TYP. TOP &
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
R
.
.
2x4 PANEL BLOCKING @ 48" O.0
2x4 "T" ON TOP OF PANEL BLOCKING-:- 2"x6" P.T. SILL NOTCH 1" BRACE HERE F;
2x BLOCKING
FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1
1/2" x 8" "J" BOLT @ 48" O
C
2x4 "T"ON TOP OF PANEL
I
(2)16d
NAILS
INSTALLED PER MANUF.
.
. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
"
" "
"
"
"
MOISTURE BARRIER 1 Odx3" @ 4" 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 PLATEWASHER
META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS
NOTE: IF EMBEDDED
-SIMPSON
I 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 1/4"
SCALE: N.T.S.
EMBEDM ENT IN KO BLOCK
SCALE: N.T.S.
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
CM0
SEE STRUCTURAL—
CHORD BLOCKING
&D
NOTES AND NAILING
INFORMATION
;o
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
WOOD TRUSSES
;0
It
2
go
2"x4" CROSS BRACE
(2) 16d NAILS
APPROX. 8" FROM
-2X4 RAT RUN BRACING
U
*
RIDGE FASTENED AT
"1
AT 24" O.C. ON TOP OF
v
t2'
)?
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
'�t
10d & (2) 10d TOE
TRUSS SPANS
ATTACHED W/ 2 -16d
4�t
NAILS @ EA. END
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
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
t
O/C W/ (2) 16d
TRUSSES FROM EA.
I
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. x7" LAG SCREWS OR EQUAL
f
OF THE LAST LAMINATION
(SPACE AS SHOWN FOR 3-PLY)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR
7116" 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
1 Odx3" @ 4" O/C
-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od
SLOPE OF ADJACENT TRUSS) , , 7 NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
SECTION r3 SECTION r4
SCALE: N.T.S. SCALE: N.T.S.
1\ �5 � �5
MAX. 9"
8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
v
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4)
E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
.I '
1 "X2 3/4"
BLOCKING & (4) 1/4
ZJACK TRUSS
SEE PLAN FOR TITEN TO CMU
%?k,.-CONNECTION
2X4'T'ON TOP OF PAN FI
LL�
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
I
BLOCKING, FASTEN W TH
1 Odx3" @ 4" OIC
L 2X4 BLOCKING W/ 11
I
(2) 12d TOENAILS IL
NON — LOAD BEARING LOCATION �D
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
I(
r8
SECTION
�9
SEE TYP. WALL SECTION FOR SCALE: 3/4"=1--o-, �5
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
ADDITIONAL INFORMATION.
SCALE: N.T.S.
'\ �5
SCALE: N.T.S.
12"
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
2"x4" MIN
SEE M/S5
SH SCHEDULE
TTACHMENT
SYP BLK'G @ 16" O.C.
IxO.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
.
ALTERNATE NON —DROP
GABLE END DETAIL
CROSS BRACING DETAIL ri (o 10�
SCALE: N.T.S.
SCALE: N.T.S.
� �5
GABLE TRUSS
'L" BRACE W/ 1 Od @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
AND LOCATION)
6.9 FMAX.
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
'L" BRACE W/ 10d @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
Uj
RR ACING W/ (3) 10, 9:
d x 3" AT
EACH CONN. @ 24" O/C
MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON — LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
��S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACIN G
NO
1" BRACE
(1) 2-x4" (U.N.O.)
1" BRACE
2'x6" (U.N.O.)
1" BR ACE
24"
0'0" - 31-011
T-011-6-4-
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 'L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4-xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4-x3' SDS SCREWS
TO PLATES (TYP.)
"---CUNT. BEARING
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-101" MAX.
cr_
Uj
oc
CORNERJACK
0
Cr
LU
z
cc
0
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING-,, —2x4'T' BLOCKING
@ 48" O.C. 'IN 16d NAIL
"Ll' BRACE
ATTACHED W/
"I
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE 1" BRACING DETAIL
r5
SCALT N TS. S5
2X47' BLOCKING
x
48" O.C.
16d NAIL
"L" BRACE ATTACHED
W/ 10d NAILS @ 4" 0.
z
TYPICAL
� W
4�
GABLE TRUSS WEB
SINGLE "L" BRACING DETAI
SCAI E- N T S
DIAPHRAGM
BLOCKING @
48"O/C BLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
A
'01
!!,AV
CL
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16' O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
THAT MY BE REQUIRED ZBOT70M CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE B01TOM CORD)
COSMETIC DROP CEILING FRAMING
-0"
MEAN ROOF HEIGHT UP TO 30' 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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41
To the best of the Engineer's knowledge. information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE
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SHEET NO.
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1x4 1/2" DRYWALL
DOOR JAMB (REF ER 'X4
DOOR JAMB (REFER 1x4
F
1/2" DRYWALL
F
DOOR JAMB (REFER
ix,
1x4
1/2" DRYWALL
TO PRODUCT
T.
P.T.
TO PRODUCT
-
TO PRODUCT
APPROVAL FOR CONN.
APPROVAL FOR CONN.
4N.
x4 P.T.
APPROVAL FOR CONN.
-
I -\-
�E `F`U`R
I _\_1 X 4
E FURRING
3-1/4" LONG X 3/16"0
0
E FURRING
3/16"0 X 3" LONG
TAPCONS
R I N G
(2) ROWS 3/16- x 3 1/2"
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C.
2X8
LL 11
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO 1x8
P.T.
FROM EACH END W/ MIN.
2" EDGE DIST. ATTACH
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211
DETAIL
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 P.T.
STAGGERED @ 12" O.C.
/16" x 3 -1/2"
1X4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
N.
APPROVAL FOR CONN.
112"DI
1X4 1/2" DRYWALL
1X4
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
!16'
-
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
TAPCON @ 16" O.C. &
END W/ MIN. 2" EDGE DIST.
D IST.
FURRIN(
4" FROM EACH END W/
L 2X8 P.T.
W/
ATTACH SECOND PLY W/
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
')%i MCTAII
I IAII MCTAII
STAGGERED @ 12" O.C.
1-11A11 r)PTA11
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENIN
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W1 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA
SCRIBE (NOTCH) (4) 1 Od NAILS INTO 2 x 8
BACKSIDE TO FIT ARCH
CONNECT W/ 8d NAILS BRACE/BLKG.
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL ri
SCALE: N.T.S.
� �s
A7X8
INSTALL WDW. SCREW ANCHO"
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
ir
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2-0
- SECTION
A -A
1/4" x 3 1/4" TAPCONS
—LEAVE A CUTOUT IN O.S.B. ONTHE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
\-PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
2 x 8 BUCK - CONNECT TO BLOCK SECTION
WITH 1/4"x 3 1/4" TAPCON (1 1/4" MIN. B-B
EMBEDMENT IN 0
/4" MAX
2'-0" V.
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) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE B
FMI11\
VERT. BRACES WHEN HGT. 01::
BRACE EXCEEDS 24"
OSB ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK - Nl_�
SCRIBE (NOTCH) BACKSIDE
1 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
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. W/ (3)
12d NAILS
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
MAX. 8"
PROPER INSTALLATION
FILL SOLID
BOTH CELLS
#5 REB,
STD. 90'
HOOK I
E71 It
m
±,A
L
NOTCH WEB AT
FIRST 2 COURS
^aAPACITY = 805 # FOR I STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT W/ (4) 1/4"X1 1/2" SDS
SCREWS & (5) 1/4"x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W/ (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 4M." 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
TRUSS COMPANY OR P N
2x6 #2 SYP @ 24" O.C.
' 0
0
'N�
'4'
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS
2X6 TO 2X4
GA
'HED
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE"S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
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)
XPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
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.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
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-r, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24' O.C.
SIMPSON
H2.5A W/ (10)
8d NAILS
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
1\ �S
#5 CONT. TOP & MID
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER 6'_011
11H I
\3 * 0
A
I
A
GR DE
C14
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0 0
!IN NIN (2) #5 REBAR, (1 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20- MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21
SCALE: 3/4" = V-0"
FILLEDCELLPER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
A
4%
YP.)
I L
THE
S
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
#5 REBAR (TYP)
90- HOOK (TYP.)
SCALE: N.T.S.
2x SUB FASCIA
ALUM DRIP EDGE
BRG WALL TYPE ALUM FASCIA
PER PLAN 1-3/4" TRIM PAINTED
F CHANNEL, SS NAIL W/ 5/16" HEAD
DIA. @ 24" O.C.
FASTENED PER
NOTE 2 BELOW— L CONT VENTED OR SOLID SOFFIT
CONT 2X4 NAIL
D TO I L 2x BLOCKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
111. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
I - CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT
- WOOD W/ (3) 16 GA. 3/4"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA W/ 16 GA. 3/4"xl /4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
'G EZ
WALL WP
PER N
P
F CHANNEL
::�I� -
E
0
+
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
4
(2) 10d NAILS @ 8" O.C.
?1y
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+ +
+
BLOCKING AS
+ REQUIRED TO
+
+
SUPPORT SOFFIT
----F 7119 1 A +
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-10"
SIMPSON HTT4 W/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET'
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3_
CZPF q1I nq Amn
>_
LX
z
0
14-
0
Uj
0
<
M
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@ FIRST COURSE
4%
4,##
H
SS
2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" D.C. EDGES AND 12" O.C. FIELD
'Al
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 1 Od @TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
1 AL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/411/2" 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 SCALE: N.T.S.
FILL 1 st 4 COURSES
SOLID W/GROUT
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHANG"' .
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 314"- NO REPAIR RII
- -----
A* .-Ij ____#5 BAR
101, i .
V 0. CENTERED W/
IN TOP
9
.6 , KNOCKOUT/ N
CHAIR BLOCK
%
MONO FOOTING 011
JI .
SIZE AND REINF. PER PLAN
�LS E
AND SECTION DETAI
CLEAN FILL
DIRT
,—STANDARD
90r HOOK 04
#5 BAR IN
FILLED CELL
v k v k. v vk,
LL
Nk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTI
NG SECTION DETAILS
SCALE: 3/4" V-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC"
:ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5X6'EMBEDDED INTO
EXISTING FOOTING
(2) #5x6'[N CONC.
(n ED FILLED CELL
04
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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To ft 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 drawlng pages bearing
Engineers signature and seal.
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SCALE
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SHEET NO.
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CROSS BRACING DETAIL (TYP.),
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. CB--,---
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 10d x
1 1/2" NAILS EACH
A
TB
.
.
PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----L-WOOD TRUSS -j
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
ROOF
SEE
SHEATHING
PLAN
' E '"u
AN SHI
2X4 BLOCKING
BETWEEN TRUSSES
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
Ck OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
10d 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 @ 2-101"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
3
SCALE:NTS
r3
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SIMPSON LSTA18
W/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE:NTS
')IMPSON HUC410 w/
6d INTO HEADER &
Od INTO BEAM - SEE
IOOF PLAN FOR MOI
qFO
(2) 2x8 #2 SYP w)
O.S.B. FLITCH P1
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 wl (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 44 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE: NTS
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE U
CONNECTION INFO
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO —
OPTION A SCHEDULE/PLAN OPTION B
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS18 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
CORNER
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
o.
SEE FOUNDATION
-
L� PLAN FOR MORE INFO
SCALE: 3/4"=V-0"
51'
COMMON BM. ATTACHMENT6 8
SCALE:NTS
kSEE PLAN I,
FOR CANT.]
7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
OPTION C
MIDDLE
BM. SPLICE OVER
CENTEROFPOST
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING 111>421
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL ENTRY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE
LUS26-2 W/ (8) 16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF rg
SCALE:NTS
VARIES 2x STUDS @ 16" O.C.
ROOF SHEATHING SEE VS5 FOR W/ SIMPSON SP1 W/ (10) 10d
SEE PLAN FOR
NAILS AT BASE & SIMPSON
ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS
NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP
41' 0. INFO.
2X4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO.
16" O.C. W/ (4) 12d A, OMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS
C
TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 10d N EACH END (BETWEEN TRUSSES
STRUCTURAL SHEATHING H (2) 12d NAILS TO EACH VERTICAL
NAILS TO TRUSS INFORMATION. AT BASE SEE J/S6 FOR
SPFTOP GABLE
TOENAILS TO TOP i _\ - NAILING SCHEDULE -7 LOW ROOF/WAL
SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON
AILS
ATTACHED PER NAILING
BOTTOM CHORD MORE INFO. STUD)
SCHEDULE PLATE TRUSS SHEATHING ATTACHE
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
mkVARIES SEE PLAN
2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/
VARIES W1 FOR WALL LOCATION 1/2" PLYWOOD
ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x
(22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING
�ACHED
HEDULE
O.C.
SIMPSON MTS12 W/ EACH COMMON BELOW@ 16'
WOOD WALL-\ TRUSS/ FRAMING
(14) 10d x 1 1/2" NAILS
MIN. 2x4 #2 SPF STUDS @
OR TRUSS. --2X4 CONT. W/ (2) TYP TOP & BOTTOM
16" O.C. W/ EXTERIOR TO FLOOR GIRDER
SEE PLAN 16d COMMONS
SHEATHING ATTACHED BELOW @ 16" O.C.
NAILS EACH
STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD
(3) 12d TOENAILS TO HETA1 6 wl (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 wl
SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER
TO GABLE TRUSS FLOOR G.T.
W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOC ING UNDER
MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
INFO. I FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END
SHEARTRANSFER SECTION @ FLOOR CONNECTIONS TO G.T.
_'N� CONNECTION SECTION AT HIP GABLE
EXTERIOR. WALL SECTION @ ENTRY r8 r2 2 1 SECTION--@ BUMP OUTK39�
SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS
DETAILS & SECTIONS
W C C)
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specificabons contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the draWng pages bearing
Engineers signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/9"CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK----\
/-2) SEALANT JOINT
5) SEALANT FIR OM
INSIDE EDGE OF
"
FR E
WINDOW FRAME
ot " * " WINDOW BUCK
ACROSS WINDOW BUCK
WINDOW BUCK
TEND To
AND EXTEND TO
_WINDOWFRAME
RY
MASONRY------------
ATTACHED
PER CODE
ED EA ANT
6) TOOLED SEALANT
REQUIREMENTS
RI DGI NG
BEAD BRIDGING
CLADDING AND WINDOW
NG AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH WN TRACK 2.5
3/4"CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISTIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
1 . Cut, fold up & temporarily secure i
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEM CAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WEATHER
�/E BARRIER &
tARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
IR
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"A" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHIN
G or
NAILING FLANGE
1
@
2 SEAL TOPS OF JOISTS
I UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
ME
DOUBLE
JOIST
WOOD BEAM
BELOW
Do'
Jol'
/SINGLE WOOD
JOIST LO"6
JOIST ZBE
SELF -ADHERED SELF -ADHERED
FLASHING FLASHING
Q
SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING
EXTRUDED SHOULDER DECK JOIST
SELF -ADHERED FLASHING 2x FRAMEWALL
PRODUCTS DETAILS TILE FINISH -
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number markedas # in each detail that corresponds to the
numbered items in the list o9mrstructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED
VINYL SHOWER PAN
SLOPE
<
V-4" PER PLAN
V-0" PER PLAN
=6
m
SHOWER SEAT
4
<
SELF-ADHER
<
ZI
SELF -ADHERED FLASHING
OUTSIDE CORNER
U)
M
Z Z
WINDOW UNIT FLASHING REQUIREMENTS
DOOR ROUGH OPENING SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0. 6 cm : 30.5 cm) include flashing as described in Section R703.4.
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL BRAND OR EQUAL WEATHER EXTERIOR
PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
W 11 R E L AT H 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
SUBFLOOR 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
RIM JOIST
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
RUBBERIZED
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
FLASH:NG JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASH NG , SEE FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
(SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the
SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE
EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1,Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are
4
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
7
8
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
Lin stucco copings.
! A ELF ADHERED
B a HEAD
ST LL S
SHING JA
H 6
ING SEE
N", NWW
PER
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier 7.7.At built-in outters.
:LF-ADHERED FLASHING
TCH
HERED FLASHING
4
5
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2"INCH FLANGE
LIJ LIJ PLASTER STOP
IL � O_
THIS GAP IS A RESULT OF
CL NATURAL SHRINKAGE.
DO NOT SEAL.
C/)
(9 LU CONTINUOUS BACKER
0 ROD & SEALANT DRIP SCREED PLASTIC
L7U_ � 0
LIJ
Cr. ACCESSORY
U)
U)
SOFFIT/CANTILEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER -
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING,'OSB', PLYWOOD, DENSGLASS
P
BACKER ROD
S FINISH
STRUCTURAL FRAMING
STRUCTURAL SHEATHING
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SFLATH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
With ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engineers knowiedge, 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 seai.
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SHEET NO.
WP
Mounting Brackets (10 Gauge!
+1/2*x+lt2'x2-1Z*
See Anchor Schedule
Bolts -
112"Dia.A325G2111.
,
(Typ")
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(Typical. 3 each side for hurricane use)
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h.Ai;. da"Isisan sassiviieftess ndt Hunwwmtat Static.
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(May be cut to W)
Rlg�t Biadw (16 Gauge)
Florida Dispeftent of Business & Professional Regulation Piselori
Building Codes and Standards IZI&MI
Product Approval Application Detail
call
arafty Or
go 291
Dalo Panama
MILES
mmumam
C"Ina Inainew&lloanso
vdd"d lk
tit" k1brafted
foe Awroval
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Locke S.W. RE
1201 W020 12/10020
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Calegarlp Eltnictual Coraporimt.
(817) 44"368 PE-13770
(334) 300-1600
"Cat"orf. Products ydroddoidge 0 Result of
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Osinwilarim NMho4 E-kidon Report tom .
FIONA R*OdmoArchd"iwa UM"d Florida
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121311f2OM
Y.
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NA
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SmadVent Model #1540 Oil
D..I F .. ban Flood ad Wifildon V.4
12!MQ023
Y.
Yea
NIA
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haullsOdFlOodVent
I 2MI2023
yes
yes
NIA
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1213JU
yes
Y-
N/A
ODA DO
5
anne""m MDA10154(�524
169quot; Cerise Door Flow Vent
1 2131/2023
Y.
Y.
N
NIA
11
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Yea
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120112023
Y.
yes
NIA
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Flodda Deparbirient of Business & professional Regulation
Building Codes and Standards
Product Approval Applicat" Dellaill
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(502) 303-1511 PE-74021
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Iliumatoillidaftemet.corn
Cosplance; Idlethedi'=dIon ROW split a
Ploddis Registered Architect or. Lim 00 Flarlds
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Florida Department of Business 8 Professional Regulatlon
Bullding Codes and Standards
Product Approval Application Detail
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_=
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SWItCategoPf. Ehadriging Exletior Door Assembil
Compliance bles"Id, Evaluation Report from a
rn
Florida Registered Architect or* Licensed Florida
professional Engineer
ousifty
Assurance
ApprovadforUst Anortivadfartles
ALI= gwagou=
IM"d
11113111JIM
Dislan
a"nod"Siatooth-Star
Nominal O&M,8 liquatimpactiquot Opaque
1121311=
No
Y"
Y"
WA
Composite Eels. Fbersliasei Sinai. Do.,
(I"PArIgiondswing: x MAgurepori)
2
0. Therma.Tru Fibert'Assic and Smooth -Star
Nominal ftm'a &qUotimpactseluot; Opaque
12131r=
No
yes
yes
NIA
Composite Edge Fiberglass Sirigle Door with
Sidelite(s) onasairWOutsning; XO, OXor OXO
ca"fig.ndi.m.)
3
c. Therma-Tru and Smooth -Star
Nominal SWOW.8 1116quotimspectIlquot Opaque
12r$lr2=
NO
Year
Y"
N/A
Composite Edge Fiberglass Double Door Will Or
vftout SidelAn InavAnWOutynina: )Mcr 0)0(0
-nifigurellons)
4
IN. Theirros-Tru Fiber -Classic and Smooth -Star
Nominal 8LMO iiquatIrripscullixit; Opaque
12r3lr=
NO
Y"
Yale
NVA
Compowites Edge Fiberglass Single Door
X cionfigursiflon)
5
S. ThemwTm Fther-Chask and Smooth-Sper
Nominal 8903GkO "Impac0quot; Opaque
11213112022
NO
Yes
ym
NIA
Composite Edge Rb*Vlna Single Door with
Sid.lilas(.) (1a,InsIOuh.4rS XO, OX. OXO
configurational
a
f. Therma-Trij Fiber-Classlo and Smaiddrft,
Nominal 8&A;GeO Opaque
12)311=
NO
Yess
Y"
NtA
Composite Edge Fiberglass Double Door Wth a,
.aphout Sidelfts firisaviref0stowing: XX or OXXO
corillauralamr)
7
g. Themina-7. Fiber-CIBUIC and Smacth-5tar
Nominal 8'.8 ilquatin"atliquol; Gland
12J311=
NO
yea
Yes
WA
Composite Edge FibargladeSingla Door
(in
8
In, ThTru Fiber.Cles" and SmOcith.Sar
Wall Glazed
12r3l/2=
NO
Y"
Y46
N/A
Composite Edge Fiberglass Single Door with
Sidelitc(a) QmaaingfOwtsamng� XO, QXor OXO
configurations.)
9
i Therma-Tru Fiber-CLasak and Smoft-Qtar
Nominal 81Wl3s8 IliquotInnipadkilot Glazed
12)31=
No
yes
Y"
NIA
Composite Edge Fiberglass Double Door Wth or
without Sideltars InssInnalOutieMna: X(or OXXO
configurations)
to
I Therma-Tru Fllbsr�Cissaslc and Smooth-Ster
Nominal SILM,0 "Iar"ctSquot Glazed
l2rJlr2QW
No
Yes
Yes
NIA
Composite Edge Fiberglass Single Door
inawnsioulawft X configuration)
11
W. Therma-Trii Flber-Ctsaalc and Smooth -Star
Nominal 8993SLO i�UOVITIRIOIX41uot Gland
l2t3l/=
No
Y"
Y"
NIA
Composite Edge FlIssiglass Single Dow with
Sidelissi(s) (InsaninglCulswrig; XO, OXOr OXO
Configurations)
12
1 Thermis-Irm Filber-Classic and Smiciath-9ter
Nominal S"30,0 &qUatimpliettLqual; Ge"d
12r3l=
No
Yes;
Yes
NIA
CompooftEdge Fiberglass Doubb Doprimth at
vAhoutSidelitess (IndreirWOuttaimp; )0(or O>DCO
rifturardons)
t3
an Thamns-Tru Filber-Clis"Ic mid Sarsooth-Star
Nominal S&MA "ImpacAquat; Glazed Molded
12t3l/2=
No
Yea
Yea
NIA
Open 0 Ed Dow
O:eurgeapnSlngle
onr== fig ratio )
, r
14
n. Therma-Tru Fiber-Ciassac and Smooth -Star
Nominal 811,03EI8 aquotInipaclAquot; (same Madised
12t3l=
NO
yes
Yea
NIA
Open Composite Edge Fiberglass Single Door Wth
Glued Molded Open Aideltsi(s) (Im9a4rgu0utrMng;
X0, Ox " OXO""IM..b...)
15
a Therims-Tru Fiber -Classic and Smooth.Stor
Nominal B&M8 &quor1mpsct&quct; G19MM Moldod
12r3ll=
No
yes
Ym
WA
Open Composite Edge Filtorglava Double Door with
a without Glazed Molded Open Sideliles
(InsWrViOutsviiingi XX or OXXO coidgurations)
is
p� Th.mrse-Tnu Fibisr-Clissic and Smooth -Star
Nominal B&MS &qwotIa"ct&q..t Opq..
121311=
No
Yea
yes
NIA
Composite Edge Fiberglass Single Door with Molded
Open Sidelits(s) answngtOutrawing: XO, OXor OXO
configurations)
17
al, Themia-Tru Fibsr-Clas* and SniWh,%r
Nominal S&NiSlii &qutimpactliquot Opaque
11=412=
NO
Year
Yes
NIA
Composer Selgis Fiberglass Double Door win or
�Ahout G= MobsdOpen Sidefits;
(I ftsWng/Outra*V; XX a OXXO configursbons)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Produict Appirolval Application Detall
pw I ar I
10=1
Enift a,r 291 am Dab leandlan no
11M version mmu%mm Coosa yAwatuk submitted ?IIC AMEOVM Aboroved Amin
R"91on 2020 POT Industries 4-s Roo-sidl W.1+Oft9OCO.CFR Mk.,�Odo BCCO - VAL 1111912020 1 o2fi=20 11/24M20 Appra�d
Casqw. &led. D- (941)4a"loo (786? 315-25"
sulacal.g.r. Missing Lidarlar Door Asserablist. jace-wepo"nostin.a.
.wipliarest Ndhod; CwMwbw KUM or Lialing can
Apareaniffoross Accrawall for Use 111311111111 M99M
Ion" in 14VNZ 2611113111111.1:1= EN&W
1111ding ola" Door, 0411441021 V. Y.. Yes NIA
January 27, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below If
they will be utilized on the construction pmject for which you are applying ibr a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Expir Date
1. EXTERIOR DOORS
A. SWINGING
Therm aTru
Fiber -Classic and Smooth-Si-ar (NON4MPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
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
FL1 5332.1 - FL1 5332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+ 38.71-38.7 psf
4/14/2026
C. SECT10NAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F LB248.1 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)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
I O/8t2O23
PGT
Series 5500
FL239.2
NIA
7/3012025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/1612024
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
N/A
4130/2025
D. MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
N/A
12/31/2024
PGT
Series 5500
FL261.1
NIA
5/26/2026
E. OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
F Ll 3192.1 - FL1 3192.2
A. SIDING
NIA
12131/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Sollit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum SoMt
FL16544 R5
+ 54.2/-54.2 psf
7/30/2023
C . OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328
NIA
6/29/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA4 Exahust Vent
F Ll 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
1F/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 15OSS, 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
NIA
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
F Ll 7869.1
IWA
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F Ll 999.1 - FL1 999.4
NIA
12/31/2024
MITek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
NIA
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LV1, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
F Ll 58.1
IWA
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
5/25/2024
F_
The products listed below did not demonstrate product approval at plan revlew. I understand that at the time of Inspection of these products, the following Information must be
available to the Inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Business A Professional Regulation
Building Codes and Standards
Product Approval Application Distall
Pne I CA 3
1/25022
QM
Earth,
2111
nallaPiandina
ga
L22 Version
vilammo=
contKt rivolneer 11, Ljoense Validated
11V
Validated submitted
FIBC Approval
Aperoyed
9=2
Revision 2020
Thentra-Tru Corporation
Saw. jasporson Lyndon F. Schrricit P.E Ryan
I King P.E_
07rz3r= 07/12Q=
071201=0
101130020
Apprwed
Catelporyn. Exparlor Dom
(WO) 843.7829 PE-43409 (813)
767aess
lipubOalleary. Swinging EUriorr Door Assenribliess
slasparsonCthermtru ad
Cenral ties Method: Eraluation Report Itom a
Florida Regithared Architect Or a Licensed Florida
A22OLympridus
Prot .. Lanai Engineer
21110
Number or Name
Qualiti; Assurance
Atop= Ul JililitilytilijilLM
Gertolds
14,42
IM=
Realabuit
2MM
1
and Smicoth.6tar
Nominal 6&030.8 fteatImpact&quat Opaque
I WI r'.=
Yea
Yels
YM
WA
Composite Edge Fiberglass Single Door
(Inswing)OUbamng; X configuration)
2
Is. Theirria-Tru Fiber -Classic and Smoath-Star
Nominal S&M.8 &qUorimpactilquot Opaque
12131/=
Yes
Yes
YOU
NIVA
Composite Edg6 Fiberglass %me* Door Win
Sideltai(s) (IWMngy0utsaem;l� XO, OX or 0XO
configurallons)
S
a 11selma-Tru Flaer-Classio and Smooth-Stat
Nominal "0300 gqucKImpsct" Opaque
l2j3lt=
Yea
Yea
Yes
WA
Epoete Edge Fiberglass Double Door With or
out Siallailtas (IrsMnWOuh;Mr,9: XX or OXXO
configurations)
4
0 Tharms-Tru FibsoClassic and Smooth -Star
Nominsi a&M.0 IliquoirImpactiqual, Op"usis
12r31=22
Y"
yes
Yes
WA
Composite Edge Fiberglass single Door
(InsvilrolOutuming; X configuration)
5
Tl--.T,. F.ber-Cl..6i. and Shaoerth�Stal
Nominal S&M,
Composite Edge Fiberglass Single Door *ft
Sidelks(s) (InoWnWOutowing; XO, OX or OXO
configuraflons)
6
T, TheirmsI'm FIberZ1asW_ and SmoothStar
Norndna I "xno 8,quournpactilquat; Opaques
12131rdW
Yes
Y-
Year
WA
Door Yfth or
S=9lFIb6==1'0
re, )O(or 0)0(0
7
g. Therrita-Tru Fiber -Classic and Sintooth-Suir
Nominal 6&039,8 SALiaturtagot&qUat Glazed
1 Zril r=
Yes
Yee
Yea
WA
Composite Edge Fiberglass Single Door
0ns,ArQ1OutvMr
8
h. Thernia-T. Fiber-Classio and 6moo"tar
�nlg
Im=on.1
Nominal O&M ". at, Glazed
1213lr2M
Yes
Yea,
Y05
WA
Composite Edge Fiberglass, Single Door yvith
Sidelts(s) (InevArsioutipwing; XO, OX or QXO
confill"
0
i� 7hemnsT,u Filow-Claelac and Smoolli-Star
Normn;1" 8 &qualtimpactAquot, Glued
IM11=
Y"
Y4%
Yes
WA
Composite Edge Fiberglass Owals Door With or
Wthout Sidelitra (ImeafriphOutiaMnig, XX or OXXO
opmflourailons)
10
Therms-Tru Filaw-ClessIc and Smooth -Star
NomInel $',0 &qwot;Impsct&quat; Glued
12J3I=
yes
Yes
Yes
WA
Composite Edge Fiberglass Single Door
invainsfoulawng; X configuration)
11
k Thwnv.Tw Fiter-Classic and SmoollasStar
Naming 1 "03910 &4txtlmpoct&qum Glued
12/31 r2M
yes
Yet
Yes,
NVA
Composite Edge Fiberglass Single Door Will
Sideln(W OMPM11WOutrama XO, OX or OXO
configurations)
12
1, 7hainnns�T,u Fibec-Closisic and Smaoill,81tar
Nominal 8&#*,0 &quol;ImpaOt&quA Glued
1 V31 r2=
Yes
Yess
yff
VA
Com 19=9 bo is I s'as I* Dow Wth or
011
."Ir I. XK or OXK0
B Me O'=1
configurations)
13
na The�TruFibw.CMWc and Smooth -Star
Nominal "939, 0 Aquatimpact&quol; Opaque
lmlr=
yes
Y"
yes
WA
Composite Edge Floinglass single Door .0
9quistNors-ImpeoAquot SIAltah(s)
(Insweloulwail conlig.raborrs)
14
In Therms-T. Rbar-Ciassic and Smoolin-Sts,
Nam nal OpsqLse
12131/2022
yes
Yea,
Y44
NIA
Carl= Edge Fiberglass Double Dow v*h
&quct;NonvInsxct9quo[. SId9IIt9s(InsWn21OutsWng;
OXXO oonfigunstion)
15
a Thamna-Tru Fibar-Classic and Offspoth-Star
Nominal 8&0*.D Opaque
12131
Yea
Yee
yes
WA
Composite Edge Fiberglass Single Door With
&qwN;Non Inna"quat; Sideldels)
0 meArag/Outaiiiiiiiii; XO, OX or OXO confill urstons)
is
p. Therme-Tru Rber-Classic and Smooth -Star
Nominal "839.0 a4wotImpecMquird; Opaques
17J31 1=
Yes
yes
Y"
NtA
Composite Edge FlIbeiglass Double Door wth
&qu&,Non4mpac4&quct; Sideltas (InsWing/Oulsiaing;
OXXO configuration)
17
q Theame-Tru Fiber-Cfsal. aid emoo"tsr
Nominal 81039,8 SquotNon-Impead6cluot Opaque
12131 r2=
yve
Yea
No
NIA
.r"pashis Edge Friparghlas Single Door
(InvainglOwSeMnal; X configuraton)
18
r. Thonnia-Tru Filber-Classic and Smocith-Sta
Im Ops""
`4 NN
12t3l
Y
Yes
No
WA
Composite Edg:Piboi`gt1aaa ri=��
SIdelft(s) (IreivAneyOutswing; XO, OX a COLD
conh ursdions)
19
a Thma-Tau Fiber -Classic aid Simooth-Star
N.2,.1 "#30;0 &,.otNon4mpaotOquct; Opaque
I:JI311=
Yea
Yes,
No
WA
Composite Edge Fiberglass Double Dw Wth Or
without SIMIMS (ImWreyOulaWle: XX or OXXO
confIguiralsons)
2D
t Thema-Tw Filber,Classic and Srrsaoth4ftr
Nominal BMW iliquMNon-Impeoftuot Opaque
12t3i Q=
Yes
yes
No
NIA
Composts Edge Fiberglass Single Door
(Inwiriglchstsamnli; X configuration)
21
U. Therma-Tru Filser-Classic and Smooth -Star
Nominal 864130.06quotNon Im t=paque
12/3ir=
yes
Yea
No
WA
Composite Edge Fiberglass Z=
Sidelkes(s) (Inaroingy0titerwing, XO, OX a OXO
conflourallonsi
22
Tinerma-Trts Fib.,.Craevc and Sm�r
Nominal B&qM,O Aquat;N� ImpeclAquot; Opaqws
12131=
Yes
Y_
No
NIA
Composite Edge Fiberglass Double Door VAIII or
vvithout Sidelites invoing/Outeanng; )O(or OXXO
conflaurarions)
23
w Thernnes-I'm Filber4lassic and Smooth -Star
Nom= &q Iffeactiliquot;, Glued
1=1=
Yans
Y"
No
N/A
Com 1:14=ngle Door
(InsWrig/Outhaing; X configuration)
24
x Thimna-Irfu Fiber -Classic and Smooth -Star
Nominal WMA boutitNorimp"quot; Giand
12j3lr4n
yes
yes
No
WA
Door with
=4=Ingle
15)(0, Ox or OXO
configurations)
26
y. Thatina-Tru Fliter-Ciassic and Smooll,81ior
Nominal 5&X3Q;8Aquo1;Non.In"cI&4uot Glazed
12WO=
Yas
Y"
No
WA
Composite Edge Fiberglass Double Doorwth or
vAthout Sidolites (Insivi4hillOutaning; XX or OXXO
conl'iguralions)
26
z- Thorms -7ru Fibar-Osse4c and Smooth.Ster
NomInal S&KM;O &tUathlon-ImpoolOiquol; Glazed
12131/2D22
Y"
Yes
No
WA
Composts Edge F1 berglass Sires Door
OnisairaQuItereft Xoodguration)
27
za. Thernaii Flaw-Claueric and Si oDad -St.,
Nominal 8&039:0 "Non, ImpaciSquot; Gland
12(31*=
Yea
yes
No
NIA
Composite Edge Flbgles. Single Doo, with
=QnsWre*iuhaning; XO, OX a OXO
ons)
26
zb. Therma-Tru Fosa-Classic and Smooth -Star
Nominal 8&#M;O 8quOt:NOn-IrrIpsct8quOf, Glued
i2131=
Yes
Yes
No
NIA
Com FlIserglass Double Door win or
Onsialing/Oubovang; XX a 0)0(0
configurations)
Flonds Department of Business & Professional Regulation
Building Codes and Standordis
Product Approval Application Detail
pop 1 On
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SERIES 420 ALUMINUM SOD OXO 12031/2024
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Yee
No
WA
l4S.S"qvatxs"qUO1; NON -REINFORCED
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Y.
NO
NIA
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Building Codas and Standards
Product Approval Application Detail
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1
a Thermel-TIv ltflg�Chasslo and Sn nod -Star
Nominal 11dut SquK14NOM-Impolaquat Opaque
IV31=
No
Yes
No
WA
Composite Edo* Fiberglass Single Door
(InvainglOuthoving: X configuration)
2
b. Tharma-I'm FlIder-Classi- and Smooth -Star
NomlralSLOW.O&quo�Non-lnvoot" Opaque
120112=
No
Yes
NO
NIA
Complete Edge Fiberglass Single Deck vith
Sclol s)6nsWngt0uWWn9�XO,OXorOXO
configurstione)
3
e. Tharme-Tru Fbar-Closoloond Smooflh4itts?
Nomirdl 63";0 a4luothloh-ldidualcUot opaque
I 2J311=
No
Ym
No
MIA
Fiberglass Composite Edge Double Door WRIA of
Y.Ahout acholihoor (Insiving*utesAing, XXor O)=
configurelone)
4
d Thvnrka�T. Fibsr�Classc and Si Kxod -Star
Nominal 7&9*0 Oquot;Non-Inipaceaqua Opaque
12131/=
No
Y46
No
N/A
Compoods Edge Fiberglass Single Door
(InsitinasoutswIng: X coringurston)
5
4L Therma-Tru Fibbr-Clatialo and Smooth -Star
Nominal 7&0SO:.0 SquCKNon-Impeoguluct. Opaque
1213trm
No
Ym
No
WA
Composibe Edge Fiberalass Wale Dow with
5"Ws) oftaimnotougswro: XO. OX or OX0
ocaftwntgotio)
a
1. Thermo�Tru FlIcar-Cla"o and Strooth-StAlf
Nominal 8&M:0&qucN;NcrHmpadSqucIt Opaque
12,31012022
W
Yes
No
NIA
ComPoshe Edos Flikerplass $trials Door
onsidiingrouteMing, X cordiguradom)
7
9. Thorine-Tru Filear-Chossic and Snocill -Shar
Nominal Opaque
12131r=
NO
yes
No
MIA
Ocirmccaft Has Fillisrolviss $mole Door vft
Sidalite(s) Ononing0whipMno; )0, OX or OXO
configurations)
8
K Thsnra�`Tnj Fibw-Clasoeic, and Smooth-Slar
Nominal IM1O3Q,0&quoN;IMonImpsd" Opaque
121311=
No
Yes
No
MIA
C&nPoeft Edge Double Door Won or
without SW*fts jIn&M*Ou1dMiAnW, XX or OXXO
contigutotons)
0
1. Thorrukii-Tric Fiber-Cliesso and Smooth-Shor
Nominal $&039:8 4,cpatNon-Impooditcluct Glazed
12131 f=
No
Yes
No
NIA
Composite 6doo Filborglas Single Door
OnswinonOulonving; X configuration)
10
1 Thorma-Tru IsiberClossic and Smooth-Sto r
Nominal S&M;8&qucF�Norimp=tLquat Glazed
12031=22
NO
yes
No
MIA
Composites Edge Fiberglass Single Door WM
Seeirte(q) (InsWrigKkilawling; XO, OX a OXO
contiouragons)
I I
It Thernia-Tru Fiber -Classic end 8=00,811gur
Nominad 0611139:8 SquotNon-ImpectilicluM Glazed
12131r2M
No
Yes
No
MIA
Composite Edge I'lloargian Double Door vift or
vifthoud Sciences (InwAng(Outrisang: XX or OXXO
12
L Therma-Tru Fiber-Clastaic and SnxiotWitor
Nothdrual 7111AIWO 4liquotNoti-Impoo6quot, Glued
121311=
No
Yes
No
NJA
C,.Mp- Agle Door
OnawfinWOulawhs; X oprdigunation)
13
71hordir-T. FiberZIessi. Ad Smeoth.aal
Nominal 78039;0 "hlon-Impavalicluck Oaxed
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Y-
No
MIA
ComC*ft Edge Fiberglass Single Door Wth
Sidel
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14
A. Thom*&Tru Few-Coessic and smoym.ster
Norruriol S&OU;OAquotNon-Impud uck Glued
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yes
No
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C�Poeft Edge I'llooralsois Single Door
"Wnwova%"; X cor"Guration)
15
o. Themai-Tru Flbak�Cltsgonc and SmDoth-Star
Nornhel 811103111:0 kwo.Noo-Impmeliquot; Glazed
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yes
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Sideldsh(s) ilmealthaOuNwAsho: XO, OX a OX0
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Yes
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vilithout Sidefilies Onsvii1nalOutswina: )J( or OM
mnlouftons)
17
Q. Therve-Tru Fibar-Claossit, and Smo*-ftw
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Yes
No
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Tradition, (Imening9kartoming; Oixoonfiguradon)
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r Therme-Tru Fiber-Clowic Arid Smooth -Star
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Yes
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lacleft(a) and Trionsonn (Inanire'Oubs": OfXO.
01OX or OIOXO configurations)
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9. TheI Fber-Classic and Smocrth�Slokr
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Continuous Head *nd Oil caml4gunabons)
20
t Thamins-Tru FlbbiCluidue $Ad Smoth-Shor
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Yes
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Sidellbs(s) Onsing/Oulsoing; XO. OX or 0X0
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u. ThenmisTru Frow-Closolo add Sinciotil -Met
NOMW41WAW.SaquatNon4ft"W*Iot Glazed
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Y-
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MIA
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sdw*t,) Qnsw"WOUWAV; XO' OX or OXO
Candrurous Flood she Nil configurations)
22
Themna-Tru Filker-Classio and Srncotlh�ftr
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IV3WW
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Yes
NO
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sew*$) oftawmWountainov; X0. Ox or OX0
Continuous Head and all configurations)
23
w. Thernig-Tew Fiber-Clossic and Smoclh�Stsr
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12011=
No
Yes
No
NJA
Composite Edge I'lloarglacks Door Parkils With Vented
SidelWO) #fl*WnW0utr*ina; XY, )= or XXXK
24
x Th*m*-Tru Filger-Clasold and Smooth -Star
Nominal.6L**,O Scitso;Ncii-IrdidocallIquat; opaque
iZ31I/=
No
Yes
No
WA
Comptraft Edaq Fiberglass Dow Parwlm WIN Venbbd
9cloilke(s ) onswang;Outewho; XX xxxw)000c
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25
y, Themis-Tru F thor-Clasele and Smooth-Shor
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Yoe
No
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conflowralt
25
x Theffs-Tru FiberZIessic and Sinooth-Star
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1=1112=
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Yes
No
MIA
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coriligurd"ons)
27
ze. Thermit-Trij Fiber -Classic " Sm ood 4har
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1 W311=
No
Yes
No
N/A
Composite Eclat Fiberoldext Single Door with 311JISRO
Sidelite(s) OnswangfOubming; X0. OX a OX0
configunstiono)
25
zb. Thernta-Tru Fiber-Claside and Smooth.9tor
Nominal Glued
12j3Ir=
No
yes
No
MA
Composite Sees Fib"Isom Doubt* Door with
ft"O�D Oidelfloss (InsidingtOutsvilng: O)OCD
ocinfigunabom)
29
to. Therme-Tru Fiber-Clavilo and Smooth-Stor
Nominal OU30,0 &qmokNon-invocOAvot Glazed
1213112=
No
Yes
No
NJA
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Z' OX or OXO
=AMOSquotlNon-Impactificluct
30
zd. Therma-Tru Fibor-Clashoo and Smoath,%r
Glazed
121310=
No
Yes
No
MIA
Condictube Edge Filasiglasis Double Door with
38039,10 Skt*lftn (Inaviling/OulaWing; OXXO
wnlgumuon)
31
ze. Thsrms�Tru FIber-Classic add Smooth -Star
Nominal 7109,0 iliquatiMan.Impsheaquot Shelter
1231rAw
No
yes
No
MIA
Swim Composite ScipeGlazed Fiberglass angle
Door Yft or mJilhout 190302 Sidolits(s)
X, OX. XO a, OXO cKinligwrations)
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Building Codes and Standards
Building Codes and Standards
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FLO235&RT FLI"044&RG FLIM0466-R5 11 HUS, HUSC series hangers Face -mount hangers available In Width* ranging from 1.518"to 3. = -CU
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1 Titan Stainless Stool Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23. A33. A34, A36, A44 Angles I ET, ST13, STH Brick Ties greater than 3-9/16". = 2 -2 -= CD
2 APA21, APA4, APAO, APVA21, APVA4. APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Foos -mount hangers ovallable in widths ranging from 1-716" to 3. 0 n. C 0
3 APS44, APB44R, APVB66, APBWR, APS88, APOMR, APB1 010, APS1 01 OR, APVB44, Outdoor Accents Post a" 3 CS114. CS16. CS18. CS20, CS22 Coiled Straps 5,8" and heights ranging from 9.1 /4" to 16'. C: .0 u-
FLNOWS-its APV844R, APVBS5, APVB66R, APVBSS, APVBSSR, APVBJOI0, APVB1OiOR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.255-SOS Face -mount hangers 5 - .+- CU
4 APDJT2.4, APDJT2R-4, APDJT2-0, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties 6 CTS218 CompressionfTension Strap 14 LLI LU26, LU28, LU210 F000-mount hangers 0 >
fiW Product Model. Num bar or Name Praduct Description APVDJT2R-8 a DSP,SSP.TSP Stud to Plate to 15 LUC26Z, LUC21 I Face -mount hangers 0
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I SDI Orl 12DBS Outdoor Accents Connector Sorew 5 APHH46, APHH4eR, APHH6110, APHHeIOR Outdoor Accents Heavy Hanger 7 H1, H10A, HZ6A, H3. HO, H7Z, H16, H16S, HIS-2, H16-2S HurricanoTies 10 LUS series hangers Fooe-mount hangers available in widths ranging from 1-WIV'to 4- 75 0-
2 SD91 12, SD9212, SDI 0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APLS, APT4, APT$, APVL4, APVU5, APVT4. APVTO Outdoor Accents L and T Beam-to-Columin Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tledown 518" and heights ranging from 3" to 10-15118" .102
3 SD91 12SS. SDO212SS Sirong-Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26K APLH210. APLH21OR Outdoot Accents Light Hangers 9 HS24 HurricansTio 17 MG1J3.e3-SDS, MG1.16.2155-5DS, MOU6.50-SDS, MGLI6.62-$DS, MGLI Face -mount hangers ICU
4 SDCF22434, SDCF22512, SDCF22814, SDCF22700. SDCF22858, SDCF2210114, Strong -Drive SDCP Timber-CF Screw a BVILZ Brick Veneer Ledger Connector 10 HSS2-SDSI.5. HSS2-2-SDS3. HSS2-3�SDS3, HS64SDS3 Heavy Stud Shoo 18 MIU series hangers Fsoo-mount hangem available in widths ranging from I-Q/IV'to S.
SDCF221134. SDCF221334, SDCF271 M, SDCF272356 9 CB=. CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5: HSTO Straight Straps 1/8" and heights ranging from 6-151161, to ig-110.
5 SDCP22434, SDCP22512, SDCP22614. SDCP227DO, SDCP22&i8, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, "4Z, CT5Z, CJT6Z Concealed Joist Ties 12 HTS116. HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS28, MUS28 Face -mount hangers
SDCP221 100, SDCP22i 134, SOC P271400 11 DJT14 Dock Joist Tie 13 HTS01 BKTZ, HTS020KTZ Heavy Twat Strap 20 SUR, SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1 -
6 SDHR27400, SDHR27614, SOHR31400, SOHR31614 Stroing-DrIve SDHR. Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 34WI&'and heights ranging from 3-Itl ff'to 13-34'
7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300. SDS25312, SDS25412 Stroing-Drive SOS Heavy-Durty Connector Screw 13 FCA. FC6 Framing Clips 15 LSTA9, LSTA12 LSTA15. LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double
SDS25500, SDS25800, SOS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2.X and 4X models: on I/ itcuts flange is concealed.
6 SOS26112SS, SDS2620OSS, SDS25212SS, SDS25MOSS, SOS26312SS Strong-OrIve SDS Heovy-Outy Connector SS Screw 15 CAI I GA2 Gusset Angles 17 LTS213, LTB40 Bridging 21 U series hangers Face-mourit hangers avoilable in Widths rangingfrom 1-9/IV'to
9 SDWF2718, SDWF272O, SDWF2724, SOWF2726, SOWF2730 Soong -Drive SDWF Floor -to -Floor Screw 18 11 H2.5T, H8, HIOA-2, H10S, H14. HGAIC Hurricane Ties 18 LTS12, LTS16, LTSIS, LTS20 Light Twist Strap 6' and heights ranging from 2-518"to 11 .114"
17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiadown
18 HH4, HHO Header Hangers 20 MST27, MST37, MST48, WOO, MST72 Straight Straps
FL#1 0007-RO 19 KESIZ Knaw-Brocs Stabilizer 21 MSTAQ, MSTA12, MSTA15; MSTA18, MSTA21, MSTA24, MsTA30, MSTASS. MSTA49 Straight Straps FL#1 OW7-MG
20 1.30,1_50.1-70,1_90 Angles 22 MSTC28, MSTC40, M67C62. MSTC66. MSTC78 Straight Straps
JW Product Modal, Num bar or Mama Product Descrintion 21 LCE4 Post Cap 23 MSTC48B3, MSTCWB3 Pte-Bert Straps it" Product Description
1 ATR318, ATRi/Z ATR5/8, ATR314 Threaded Rods 22 LS30,LSGO,1_S70,LS9O Skowable Angles 24 MSTI26. MST13e. MSTI48, MSTISO, MST172 Straight Straps 1 BA sense hang Top flange hangers available in widths ranging from 14/IV'tD 7-
2 ATUD5, ATUDS-2, ATUDS, ATIUDg.2, ATUDM, ATUD1 4. ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTSW, MTS30C Medium Twid Strap 118" and heights ranging from 7-1/87to W'.
3 BP318-2, BP112, BP112-3, BPSAi-2, BP618�3, BP3/4, a-3/4-3, BPRTUD3-4 Bearing Platoe 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adj ustable, Jack Hanger 26 NCA200-12, NCA202-12, NCA2x8-l6, NCA2xIO-I6, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available In widthe ranging from 3-5/8"to 7-
4 CNW318. CNWI/2, CNW518, CNW3/4. CNW5/8-1/2, CNW3/4.&8 Couplerlskirts 25 LSSR1 81, LSSR2 1. LSSR2.37, LSSR2.56. LSSR210.2, LSSR410 Field Adjustable Slopeable/Ske"ble Hanger 27 RCWB12. RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 241.
5 CTUD58, CTUDS5, CTUI CTUD75, CTU076, CTUD77, C7 UDST CTLID88, CTUD97, Coupiing Tako�Up Device 20 LTP4,LTP5 Tie Plates 2S RPSIB, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widthe ranging from 1 -1 tZ'to 3-
CTUD98, CTUD99 27 ML23Z, MI-24Z, Mi ML2SZ. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24".
6 N3. N4. N5. Ne Heavy Hex Nuts 28 MMHS Root Tie -Down 30 SPI, SP2, SP4� Sn. SP8 Stud Plats Tie 4 IDGHF series hangers Top flange hangers available in Wdth* ranging from 1-314" to 3-
7 RTU03, RTUDSB, RTUD4, RTUD4B, RTU05. RTUDO, RTUO7, RTUDS Ralictiefing Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4,SPHG,SPHa Heavy Stud Plate Tie 5M" and heights ranging from 9-i/Vto 2,17*� z
8 TUDO, TUDIO Take -Up Device 30 MMILUA, MMLU26-2, MMU.12S, MNLU28.2, MMLU210, MMILU12111, MMLIJ1139. MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3. SS4.5 Stud Shoo 5 EG5, EG7, EGQ sores hangers Top flange hangsts available in widths ranging from 5-1 14!'Io 8.
9 TUW38 Take-UpWasher 31 R8C.RBCP Roof Boundary C4ips 33 ST9, ST12, ST1 8: ST22, ST292, ST2122, S72115, ST221 5, ST8215. ST0224, ST8236 Straight Straps 7/8" and heights ranging from 11" to 32-1/7.
10 URSS 3/8" Uplift Rod Run Tedowri System 32 RST-3 RoofTia-Down 34 TB20, TB27, TB30, TB38, T1342, TB48: TB54, TB66. TBSO Tension Bridging 8 EGO series hangers Top flange hangers available in writhe ranging from 3.&Wto 7-
11 URS4 1/2" Uplift Rod Run Tiodowrt System 33 RTC227, RTC42, ll RTC44 R1gld Tie Connections, 35 TWBIO, TWB12. Ti"14 Wall Bracing 114" and heights ranging from 11-114" to 32"
12 URSS 510" U plft Rod Run Taidown System 34 STC, STCT, OTC. HTC4 TrussiClips 36 VGT, VGTR, VGTL Venable Pitch Girder Tedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4!'to 8_716'
13 URM 314" Uplift Rod Run Tedown System 35 TJ037, TJC57 Truce Jack Clips 37 WBII WBIO@C, WS120, WB12dC, WBI43C Wall Bracing and heights ranging from S-1/2" to 28".
30 Z2,Z4,Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114!'Io 7- Z
1/8" and heights ranging from 11 " to 3Z*.
F1.111110,11,111-111till F1.810531-R5 9 I-IBseriershangers Top flange hangers available in Wdths ranging from 1 -W1 6" to 7-
FILIM 0"7.RS 1J2" and heights ranging from 8" to 30".
Ig" PmdUct Model, Number or NAM* Pmduat Description IMI Prodilot Model, Number or Name Pmduat Description 10 HGLS series hangers Saddle hangstis available invifidths ranging from 5-114!1 to 8-718"
1 DTr2 Hold-down Sag 0 Product Model. Nurn ber or Name Produgit Description 1 CBH2.374.5, 091-12 370.63. CGH2.37xg.75 Concealed hangers and heights ranging from 10.1 /Z'to 28". W
2 HDCIO/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHIJ, DHVrF acres hangers Faos-mount DU, DHU) and top-langs, (DHUTF) hangers 11 HGLT sores hangers Top flange hangers available in wdthe ranging from 3-1/4" to 8-
3 HDO8, HHDQ1 1, HHDO14 Hold-down 2 DSC2R-SOS3, DSC2L-SDS3, DSCSR-SDS3. DSC5L-SDS3 Drag Struit Connectors available, in widths ranging from 1 -911 Wto 3-9118" and heights 7/8" and heights ranging from 7-117' to 37
4 HDU2, HOU4, HDU5. HOUS, HOU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-110" to 23-15118". 12 HGLTV senes hangers Top flange hangers available In widths ranging from 3-1/W'to 7-
5 HPA28, HPA35 Strap-stylle purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Cornet Plate 3 HGU3.63-SOS, HGU5.25-SOS, HGU5.50-SOS, HGU5.62.SDS, HGUr7.O0-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33!',
6 LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,81, HHRC", HHRCS.25/3.25. HHRC5.3713.1Z Heavy Hip to Ridge Connectors SOS, HGlJ9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3-
7 MASA,MASAP Foundation anchor strap, HHRC86 4 HGUS series hangers Face -mount hangers available in Wdths toriging from 114M"to 7. 9M6" and heights ranging from 18"to 2V'�
8 MPAI32, IVIPAI" Stap-styls Furth anchor a HRC1.81, HR= Hip Ridge Connector 3/8" and heights ranging from 5-6/16"Ilo 12-718". 14 HUSTF senes hangers Top flangejoist hangers available In wdthrs ranging from 3-1a'to
9 PAIS, PA23, PA28. PAX PA51, PAOS Strap-stylia purlin sanchof 7 LRU26, LRIJ28, ILRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.5O.SDS HHGU5,62.SDS, HHGU7 OOSDS, HHGU7 25-SDS. Face -mount hangers "/16'and heights ranging from 5-3/8" to 13-1/8".
10 PAI18, PAI23. PA128, PA135 Stop -style purin anchor 8 LSU20, LSSU2a. LSSU210 Light Slopeable/Skewable U Hanger HHGUQ.00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1 -9/16"to 5-
11 STHD1 0, STHD1 DRJ Strap -style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2. HHUS210.2, HHUS46, HHUW, HHUS410. HHUS5.5W1O, Face-mourit hial 1/2" and heights ranging from 3-7/1 a" to 16'. Concealed flange
12 STH014. STH014RJ Strop -style hold-down 10 TC24: TC26. TC28 Truss Clip HHUS7.25/10 version (H UCTF) available for all models having within equal to or
11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSlJLC series hangers Skewed faco-mount hangers available in widths ranging from 3- greater then 2-9/1 e".
THAC422, THA428; THA422-2, THA42&2 1/8"to 6-1/8" and heights ranging from 44V41' to 16-3/4". 18 HWP sense hangers Top flange hangers available in widthis ranging from I -WIV'to 7-
12 THAII.81122, THAl2.06/22, THAl2,1122, THA1222, THAI322. THA3,522. THA1422 Adjustable Truss Hanger Sized for I -Joists Concocted flange version (HSURC, HSLILC) available for all 1/8" and heights ranging from SV&'to 28!'
13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118"to 7-
14 THJA25, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26. HTU28. HTU210, HTU26-2. HTU28-2, HTU1210�2 Face -mount hangers 1/2" and heights nonging from 5-3/8" to 3Z'.
15 THJM2.4-SDS3, THJM2-5-SO93, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC acres hangers Face -mount hangers available In widths ranging from 1.911 &'Iso 7- 18 ITS series hangers Top flange hangers available in vAdhs ranging from I .9/16'to 3-
16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-716'to 19.1t4". Concealed flange 518" and heights ranging from 9-1181c, 16'. 0
17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable- Pitch Connectors version (HUC) available for all models having width equal to or 19 J8 series hangers Top flange hangers available In Wdth of 1.9116'and heights
IS VTCR ValloyTruss Clip greater than 2-9/16" ranging from 5,VS" to 7.114".
10 HU001.81/MDS. HUCOI 81/11.SDS, HLICO210-2-911S. HUCO210.3-SOS, HUCQSIO- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116'and heights IN
SDS, HUC0410-SDS, HUC0412,SDS, HUCQ5.2M-SDS� HUCQ5 25/11-SDS, HUCQe1O- ranging fromg-3/18"to, 13-I)a" X
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Simpson Strong -Tie 2020 FBC Approved Products Updated 1250fMO Simpson Strong -Tie 2020 FBC Approved Products Updated 112/31MMO Simpson Strong -Tie 20M FBC Approved Products Updated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3QM20 r
For drool Inks to all SST awfavals Islied below, CLICK HER For direct Inks to all GST approvals listed below, CLICK HER . U
For drect Inks to oil SST approvals Isled below, CLICK HER For direci Inks to all M approvals listed below. CLICKHERE, (T
For additional Inkirmatan !Mwdhg Ficsidev Stateoldo Prodluct Approval System and Marni-Oade County Notice of Acceptance (1l For additional information regarding Floddhas Statewide Product Approval System and Marmi-Dade County Notice of Acceptance (NOA, For additional information rogardh2 Floridos Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), For additional information regarding Florida's Statewide Product Approval System an d Manni-Dade County Notion of Acceltance JNOA), L_
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21 LB series hangers Top flange hangers available in width of 1 .91IS"and heights FLNI 14WR5 18 SfLBV1.56, SILBV1 .81, VLBV2.06, SfLBV2.37, SILBV2.56, SLBV2.ea, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete
no ng Ing from 6-W'to 15-118". S(LBV3.56, SILBV3.62. StLBV4 06, S/LBV4.12, SfLBV4.28, S&BV4.76. S/LBV5 50 8 Strong-Boft 2 (ST132, SM24SS, ST924SS) Str ong-Bult 2 Wedge Anchor for concrete sy a liable in carbo n
22 LBAZ sense hangers Top fle ngs hangers aye ilab Is In width of 1 - 911 S" a nd thotg; rits. *A" Proguat Model, NUM bar or Name Product Description 10 SILTT20, S/DTT2Z, SMTTI 4, HTT4, HTT5 Holdowns deal and Types 304 and 316 strainiess steel
ranging trom 124VIS"to 13-1/8", 1 HHUS210-3, HHUS2104 Joist Hangar 20 S/MST60, SMT72 Straps 118 mil (10 ga) 7 Titen HD (rHD-H, THD-HMG, THD-H4SS, THD-HOSS, TH04S, THO-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry
25 LEG3, LEG5. LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 6- 2 HRSG, HRS8. HRS12 St ap Ties 21 SP4.SP6 Stud Pinto Tin evellablic with hex head In carbon steel and Types 304 and 318
V8" and heights ranging from 9" to 311M'. 3 HUOQ210-2-SDS, 141.100210-3-SDIS. HUCC310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plato Ties stainless steel, or with countersunk head in carbon steel and
24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 51A�'to 8- 4 THGB2, THG83, THGBH2, THOBH3, THGBH4 Joist Hanger 23 STC,DTC Truss Clip Type 316 staintess steel
7/8" and heights ranging from 9" to 32-1 Z 5 THG02-SO83, THG03-SDS4.5, THGOH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS8 Joist Hanger 24 TS= Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37834RC, THD50934RC) Then HD Threaded Rod Coupler for concrete
25 MIT sense hangers Top flange hangsfs available in widthe ranging from 1 -WlIY'to 5- 6 THOW3-3, THOW34, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete
1/8" and heights ranging from 9-11W'to 2,11". THD50234RH, THD10212RH)
28 PF, PFB, PFDB, PFDSB am" hangers Top flange hangers available in wicith of I -W1 V'rand heights 10 Wedge -All IWA) Wedge -All Anchor for masonry
ranging from 3-3/8" tD7118". FIL1111111473-I FLUl 3904-Rb
27 RR Ridge rather connector
28 WP sari" hangers Top flange hangers available in width$ ral Ing from 1 -911 61D 7- AKg Product Model, Number or Name Product Dewriptiont ktgg Product Model, Number crNotme Product Description FLAIIII6230-RAI
1/8" and heights ranging 9-114'tD 32". 1 DETAL20 Double- Embedded Truss Anchor 1 CCQNZ.82-SOSHOG, CCOM4_82-SOSHOG, CCQM5-50-SDSHOG. CCTQM3,62-SI)SG. Masonry Pier Caps
2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SDSO CCTOMS.50-SDSG,CCCONM.62-Sr)SG,CCCQM482-SDSG,
Adiiiiij Prgduct Model, Number or Name Pmduct Description
3 HIS, H18S, HIO-Z H18-2S HurricaneTie CCCOM5.50-SDSG 1 AT-XP AT-XP High-Skrength Acrylic Adhesive for concrete or masonry
4 HETA12, HETA10, HII HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLOM4.M-KT, ECCLOM5.50G.KT, ECCLLOMD3.62G.KT. Masonry Pier Caps 2 EII ET -HP Epoxy Adhesive for masonry
5 HETAI-12, HETALI8, HErAL20 Embedded Truss Anchor ECCLLQMD4.UG-KT. ECCLLQMD5.500-Kr, ECCILROMID3.620-0, ECCLROMD4,m- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry -6-0
AMA Praduct Description 6 HGAMID, HM9 Masonry retrofit con nections KT, ECCLRQMD5.500-KT 4 Stirong-Bolt 2 (STE12) Strong-Boft 2 Wedge Anchor for masonry
I ASA44, AaA44R, ABA48, ABA46R, ABA86. ABA88R Adjustable Post Base 7 HHETA16. HHETA20, HHErA24, HHETA40 Heavy Em bedded Truss Anchor 3 HGUIM5.25, HQUM5.50, HGUW.O0, HGUW.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete
2 ASU44. ABU44R, AS1.14e, ABL11401R. ABUV5, ABU5.6, ABUS5, MUSS, ABI ABU88, Adjustable Post Be" 8 LGT2. LGT3-SOS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM28-2, LGUM26-3, LGUM20-4, LGUM28-2. LGUll LGUM284, LGUM210-2, Masonry Beam Hangers 6 Titan HD (rHD-H4SS, THD.HSSS, THO-CS6SS) Titan HD Heavy -Duty ScrevvAnchor for concrete available in 304
ABLISSR, ASU1010, ABUI01OR, ABU11212, ABU1212R 9 LTA2 Latera I Truss Anchor LCUM210-3, LGUM2104, LGUM4S, LGUM48. LGUM410 or 316 stainless steelwith hex head, and 31a stainless steel with
3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABWBSRZ, ABW`7-7 Adjustable Post Brace 10 META12. META16, META18. META20, META24, META40 Embedded Truce Anchor 5 M13HA3.12)9.25, MBHA3.12111.25, MBHA3.5017 25. MBHA3.56/a.25. MBHA3.56/11-25. Masonry Top Flange Beam Hangers countersunk head.
4 A04, AC4R. ACE4, ACO. ACBR, ACES Post Cap 11 MSITAM24, MSTAM30, MSTCM40, MSTCM60 S&ap Tie for Masonry MISHA3,5811 1.88, MBRA3.56114. MBHA3.56116, MBHA3.50/18, MBKA5.6W.25. 7 Tition Turbo (TNT) Titern Turbo Screw Anchor for concrete or masonry
5 BC4,13C46, BC4R, BCS, BCSR. SC8, BM-214, BCS2-316 Post Cap 12 MTSMI6, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5aM.25. MBHA5 50111.25, MBHA5-50/11.88. MBNA5.SU14, MBHA5.5(YlB,
8 C844. CB48, CW, CBeS, CSSS Embedded Column Sam M13HA5.50/18
7 CBS044-SDS2, CBSQ46-SDS2. CBSO66-SDS2, C8SQ88-SDS2, CBSQ88-SDS2 Embedded Column Bass 6 MBHU3.5(Yg.26, MBHU3.56ill 26, MSHU3.66/1 1.85. MBHU3.56114, M81-11.13,50110, Masonry Beam Hangers FL#1 111937-111111 CC
8 CC, FCC, EOCU Series Bolted column caps with WI ranging from 3.114" to 9-10 and FLd" 11491 MBHU3.56/1 5, MSH 1.16.60M 25, MSH U& 5UI 1. 25, MBH U 5.6111111. 88: MBH U5,6011 4, Clio >
W2 ranging from 3-5ffl" to 7-If2" M81-11,15.50i'15, MBHU15.50118 §W Product Model. Number or Name Pmduct Dowription 0
9 CCQ-SDS2.5, E=-S0SZ5 Series Sorewed column caps with W1 ranging trorn 3-1/4" to 9-117and fing Productillodel. Number or Name Product D2=riR= I X34BiOI6-5K XIS1016, X1 BI 0184K, XQISIO18. X01 81 016-41K 41 ()-16 Stro rig -Drive X Metal Self -Drilling, Topping Screws with #3
W2 ranging from 34q'to 7-1/2" 1 DTTIZ Dock Tension Tie Drill point
10 CPT44Z, CPTS8Z, CP1rSSZ Conceslatil Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#t3975-Rt 2 XL011 4TI224. XLQI 1461224.2K 412-24 Strong -Drive XL Large -Head Motel Sol -Drilling, Tapping >
11 EPB44A, EPB44, EPS46, EPB06 Embedded Post Son* 3 HD381 HD513, HD78, HD9B Bolted Holdowns Screws with #6 Drill Point and Large Diannoterr Hex Washer Head
12 EPS4Z Embedded Post Base 4 HTT4. HTTS, HTT5,T4 Tension Ties Seallf Product Model, Number or Name ProductDMUjift 3 XMQil4SI224, XMQ1 141B1224-21K #12-24 Strong -Drive XM Medium -Hood Metal Self -Drilling,
13 UC844. LCB68 Embedded Column Bass 6 LTTIQ, LTT20B, LTT131 Light Tension Ties I SDW22300, SDW223M, SDW22438, SDW22458, SDW226CO. SOW22000, SDW22e38, Strong -Drive SOW EWP-PLY mid TRUSS -PLY Screws Tapping SOMA Will"I #6 Drill Point and Medium Diameter Hex 0
14 LPC:4Z, LPC6Z Light Post Cap SDW2283A A XQI 1 4S1 224, XQI 1481224-2,5K XI 14SI 224. XQI I 2SI 224. X01 1281224-2K #12-24 Strong -Drive X Metal Soff-DrIlling. Tapping Screws with #6 60
is MPBW, MpBeez. MPa88Z Moment Post Base 2 SDWC15450. SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 0
16 PB44, P844R, PB416, PPA, P966R Embedded Post Sage FL#13626-RD 3 SDWHlWWDS, SOWHIG40OD8. SDWHIMMOS, SDWHICOOOOB, SDWH101000DB Strong-DriveSIDWH TIMBER-HEXSorew 6 XU34SI 016, XU34131 01 6-51K #10- 18 Stre ng-Ddve XU1 Metal Sellf-D rilling, Topping Screws WO =3
17 PSS44A, PBS46, POSS8 Embedded Post Base 4 SDWH27400G, SDWH27SODG, SDWH278OOG, SOM271000G. SDVVH2712DOG Sbong-DriveSOWH TIMBER -HEX HOG Screw #1 Drill Point
18 PBV6,PBVIO Round Post Base kMJ Product Model. Number or Name Product Descriotion 5 SDWS16212, SOWSI 0300, SDV410312, SDWS1 0400 $1rong-Drive SOWS FRAMING Screw _0
19 PC44-18. PC46-18, PC48-16. PC84.18, PID-85-16 EPC44-10, EPC40-15, EPC48-115� Post Cap I SB&Sx24, S8718x24. SB1x3O SB Anchor Boft a SDWS1980a, SDW81971Z SOWS224OO,SOWS225O0,SOVVS22512, SDWS22WO. Strong -Drive SOWS TIMBER Screw(Interior Grade) 0
FPC64-16, EPCOO-18 2 SSTBI6, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBIOL, SST82DL, SSTB24L, SSTB Atichor Bolts SDW=800, SOWS22900, SOWS221000, SDV48221 100, SDWS221200, SDW=1500 FILS3832I
20 PC4Z, PC4RZ, PCSZ, PCORZ, PCaZ, PCSRZ, EPC4Z, EPC4RZ, EPCOZ, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SOWS223000B. SIOWS22400013, SDVVS22500DB: SOWS2200008. SOWS228CODS, Strong -Drive SOWS TIMBER Screw (Exterior Grade)
EPCSRZ SDWS221 OOODS Ing Product Dow rittion
21 PPB44-4Z, PPB44-aZ PostBase 8 SDWS=312DI38, SOWS2251208B Outdoor Accents Structural Wood Screw I DSSCB43.5, DSSCB48, OSSC846. OSHS Bypass Framing Drift Strut Connector
22 RPBZ Retricht Post Base FL03072-Il 9 SDWS273008S, SDWS2740OSS, SOWS2750OSS, SEYVVSVBDOSS, SDWS278OOSS. Stong-Drive SOWS TIMBER SSScrevv 2 FC843.5: FC845.5, FCB47 5z FCB49.5, FCB411.5 Bypass Framing Ftxod-CEp Connector
SDWS271CODSS, SDWS2712006S 3 FPHSD34SIC10, FPHSD34B1O16, FPHSO34BiOl6-5K. FPHSD34S1214, #10-18 and #12-14,511rong-Drive FPHSD Framing-to-CFS Self -
Product Model, Nuts bar or Name Product Description 1D SDWV13400 Strong -Or" SDW`V SOLE -TO -RI KA Screw FPHSD34B1214, FPHSD34BI214-5K Drilling, Tapping Screws ICU
FL#loN&R5 1 CMSTI2, CMST14, CMSTC16, CS14. CSIO, CSIS, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25. LSFCO-25, SFC2.25, SFC4�25, SFCO.25 Steel Framing Con nector
2 HRS6, HRSS, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24. FHA30, MSM26, MST136, Straps 97 mif (12 go) 6 LSSC4.25, LSSCS. 25, SSC2.25. SSCA� 25, SSC8 25, MSSC2.25, MSSC4.25. MSSC6,25, Stool Stud Connectors
Product Description MSTI48- MSTIBO. MST172, S/MST27, SIMST37, SIMST40, MSSC4.25KW, M6SC6.26KW
I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS3Q HTSSOC Heavy Twist Straps FLX15363-M 6 RCKW3, RCKW5.6, RCKW7 5, RCKW3S, RCKW6.15S Rtid Knee Wall Connector
2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST140, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5. SCS45.5, SCS47 5, SCB49�5, SCS411.5, MSCB,45�5, MSCB47.5 Bypass Fnaming Slide -Clip Connector
3 GI-10-15. 01-14", GH48-e. GH488, GH41 131-14104 GHW-6, GHW-8. GH68-6, GHe8- Girder Hartger 5 LSTA9, LSTA12, ILSTAI 5, LSTAI8, ILSTA21, LSTA24. ST292, ST2122, ST21 16, ST2215 Steps 33 mill (20 ga) gj&§ Product Model. Number or Name Product Describition 8 SCS32-5M7, SCSe2-"7. SCS02-51118. SCS82-51118 Bypass Framing Connector
9, GH81 0-8, CH010.8 6 I-SLIBI-13.255, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 16, AS I SSS. AS 18SO 16 ga Truss Plates 9 SCW3.25. SCW5.5 Head -of -Wall Slicle-Clip Connector
4 GLBSA, 01.85B, GLB5C. GLB60, GLB7,111� GLB78. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 go. High Strength Truss Plats 10 SJC8.25, SJC10.25, MSJC&25: MSJC10.25 Stool Joist Con neclors
5 GLBTSI 2, GBLTS12, GLOT51e, GBLT61a, OLM20, GSLT820 Glulam Bearing Plate 8 LTS12.LTSl6,LTS1S.I_TS2O Light Twist Straps 3 AS-20 20 go. Truss Pinto 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector
e HGLBA, HOLBB, HGLBC� HGLBO Heavy Glulam Bearing Plate 9 MSTASO, MSTAX ST6215, ST15224, ST9, ST12, STI8. ST22, MSTC28, MSTC40, MSTC62 Steps 54 mil (16 go) 4 ASHP Hinge Plate Con nootof 12 XLSH34B1414, XLSH78B1414 #14-14 Strong-Ddve XLSH Shouldered Self -Drilling. Tapping cu
7 HGT-2, HGT-3, HOT-4 Heavy 43irderTiodown 10 MSTC88, MSTC78, STS236 Straps 68 mil (14 go) Screws LU
8 UFP10-8DS3 Universe I Foundation Plate 11 MTS12, MTS18. MTS18, MTSM MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1SI01 8, X01131016-4K, XCIS12114, X01B1214-3 SK,)(07SS1224, X07861224-3K, #10-18: #12-14: and 912-24 Strong-DriveX Metal Self -Drilling,
9 URFP Uniusurse I Re" Foundation Pinto 12 S(BI.56, S(BI.81. SIB2.00, SIB2.37, S/62.56� S1132.66, SIB3.12, M,56, SIB3.62, V64.00. Top Flange Joint Hangers I'LI1111115730-11114 X0114SI224, X0114Bi224-2 SK X0112SI224,XQ112BI224-2K,)(3481016-5K Tapping Screws
SIB4,12. S184.28, StB4.T5, SM5.50 XIS1010, X1BIO1e-4K XIS1214, XIS1214-3 SK
13 WBA2.12f8. WBA2,1211 0, SIBA2.12fl 2, SOA2-12114, SIBA4.18/81 SFSA4.11 8/10, Top Flange Joist Hangers Aga Product Modal, Num bar or Name Product Dmiriation Z
SfBA4.18/12, WBA4,ISM4 I ET -HP Adhesive Anchor for concrete Z
14 S/HIA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPIi GOPM-100, COPS. GW-60. GW-75, GW-1100, GTH Gas -actuated fasteners and assemblies
15 S/HO8S. WHOM, S/HDIOS, SIHD10B, S`HDISS, SM015B Holdowns 3 POPA, PDPA-K, PDPA-MG, POPAT. PEIPAT-K PINW. PINWP. PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies
10 SfHOU4, SMDUO, S1HDUQ, S/HDU1 1 Holdowns PDPAWL.MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3. PTRHA4
17 S1JCT, SMJCT icistHangeis 4 SET-3G Adhesive Anchor for concrete
SHEET NO.
PA 1,2
MIAN UJAW4MBECOMM
ffeams PR(WUCrCO1MOLS]ECTM
1IM5 SWMUNK ROM-M
DEP"TUMOF JWGUIATOItY A" ECCO40ABC USOURM Pmu MumA MaW 33175-M4
NOARDANDCWK T(736)31S-2590 F(7ft)315-25"
NOTICE, OF ACCEPrANCE (NOA) WWWjWiMWA&_4*V_N0§AM.
PGTxwaa%trie%hw.
1070T"hudWI)dM
Nor* V*Wce, FL 34275
SCOM,
lkisliOA is being isne4 lbeappbeablenakeandregmk%mipvemmgdLeweof
docuamtolhonsuboulled has beentevWwa and accepted byMmun-Dade CaLoyM-Noduct Control Seetmto
beuwd in MantiDade Coney and odwruea3whae allowedbythe AuAho*11ming1urisdictim(AHJ�
Tlj=.NOA "notbe valid aflathe mquadon date stated below. ne Mami_Ds&Coun1yPmduct Control Secion
(In lifimDade County) anNortheAlU (in arwso&erd=Mi=iDadeCaunty)reserve the right to have this
product ornmerial tededfarquaWasurancepwposes- If*mproductornudendfails topedocutinthe accepted
uwnn&.ihenumbdumwillincuribeezpamof suchtestiugandiheAlUmayignuedioielywvoke, modify, oir
suspend the. use of such product or malerial wilhin 1heir jurisdickorL. RER reserves the right to revoke fts
acceptance, if it is determnedbyMam-Dade CouvAyFiroductCombelSec*mdiotdiispwdwtormderiaI fails to
meet ibe irequisentents of the applicablei building code-
Thisproduct isappwveidas descrilmdhewinandhasbeendesipedto cmplywilhihe Flon& Buil"gCode,
including the High Velciaty Hunicam Zonr_
DESCRIPTION: Series -5570/2770"Vkyl Sliding Glass Dow. (R&iuferced)w/wo989& I&Pterstrs-LML
.4ppRovALDocumEN-r-DraviingNo-mD-ssv.oRerB,imed,Av-myi sliding GUss Door NOA41A)-, sbaft
1 &rough2l of 21,prqmedbyinautdoclurer, dated 10AW1 5 and I= revised onMMI/21. signed and sealeilby
A- LynnMiller, P.E., bearing &e Kinmi-Dade CountyPiodudCoutrol Revision stanT wilh the Not�w of
Acc"taace nundmw and expiration dde by the Kam -Dade County Product Control Sechon.
MTB SUE IWACT R ATING : JA ry and S M11 3ft 1 He Imp C t R" ifto
Limitations:
I . See table 1 (sheet.Z) and table 2 (skeet §) forapphe" SGD ustit sikes, design lxressmes., seisdorcements qrpes�
#Ws "s, sill riser (see b"a B-1 & B-2, sheeb 74q and a=bx layoW sbeeft nqukewma in I I duu 16-
2. Rigid Vftle FVC, Tan (Nou-wbise) Rigid PVC * and Brown coated (Paivied or- hounated) wbite RjV4 PVC to be
labeled per mferemedNOA�-srequiesaintL
3. Eyre s s operable dom m * cam *y wdh min cl ear wid I h c kv he gW pe r FBC sequ renimt, as appha 6 b-4
4. Pocket walls under sepwoe appmval. to be vevievwdby Building official
L.kBELING: Each unit shall beer a peunnow label wAh the naw6clureesname or logo, city. state. and series, and
following stasement 'Ma=Zhk& Conty Product Coulrol ApproveC, nothd herem
P.E.-aWAL of fts NOA " be considered after a rewvW applicatm has been filed and dure has been no
chanpe in 4he applicable buildiag code negefively affecting 1he perfixumice ofthis ptodmi
TERMDOMO N, ofthis NOAwill occur afler the expwabm date or if drew has been a revu;ion or clinge in lbe
xnaterW us I e, andlor masnAfactureofte pr9dudorprocew Mause ofthis NOA as an endomerneat of any prodmt,
f" sales, a&a&m* ormy otimpurposes shall automobcallytenninate,dus NOA_ Fadwelts, cou*lywth any
section ofthis NOA sbMbe cause for tennusahmandremovalofNO&
ADNIERTIS]EXLN'T: 11he NOA sunim preceded by The womb Mann -Dade County. FknW* and follm"d by th e
expustondate=ybedisplayedin adverks"iberafte- If &nypmhouofdwN0Ais displayed, then it shall be
done in its enfirety.
INSPECTION-: A c opy of this entire NOA shall be pw%ided to *L- usw byllse mmufinnow or ils diskibutors and
shall, be available ft inspec6ca at ihejob site at the veqmt of lheBuihling Official.
This NOA revises & renews NO.,020-M20-05 and cansitts of dus page I end evidence pages E-1, E-2, E-3, E4,
E-5 & F,6 as well as appmid document numbosW above.
The mbmi#ed docuumninfion was miewed by 1dwq L CbnmK* PE.
rMA No. 21-0296.03
ExpiradenDatst Aprill.4,2026
f. Z4.1 0o, Approval Bato. Marck 26, 20' .11
Pap I
PGT htdustrie% Ini -
NOTICE OFACCEPTANCE: EV7DENCESUBAUTM
2. Evidence Submitted under prtviovs subm1tW
A. DRAWINGS
1. Drawing No. WD-55W.0 RevB, fitledVinyl Slid* Glass Doot NOA aW, sbeets
I through 21 of 21, prepared by nanuftcturer, dated 10105/15 and last mvisedon
OV2NO, signed and sealed by A- Lynn Miller, P_E_
B. TESTS
1. Test reports on: 1) Air Infiltration.Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Imp Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pirssm Loadingper FBC, TAS 203-94
along withmadwd-,up drawings and insullation, diagram ofall, PGT fixtustries, Inc.
representative =its listed below and tested toqwMy Dowst 791 and Dowsfi 993 silicones,
ptepared by Feuestrafion. Testing Labovatoty� W., Test Rrports; No.:
YTL-7897, PGT PW5520 PVC Fbwd Window (unit 6 in proposal), dated 09103/14
FTL-20-2107.1, PGT SGD780 A haninim Sliding G1= Door (unit 7 in pmposaD M-20-
2107.2, PGT CA740 A lum Outswing C4sement Arindow (unit 8 in proposal) FTL-20-
2107.3, PGT PW7620A Ahminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4.
PGT PW7620A Ahoitrum. Fixed Window (unit 10 in proposal) dated 07113/20. all signed
and w2led by Idalrok Ortega, P.E.
C. CALCULATIONS
I . Anchor =fkahm calculMm and struct=1 malysis, complying with 1FBC 70
Edition (2020). dated 0412120, prepared by rnam ctuter, signed. and sealed by
Anthony Lym Miller, P_E_
2. Gbzing complies with ASTME1300-84,-0,42 and -16.
D. QUALITYASSURANCE
Miami -Dade Department of Regulatory and Economic Resources (RER),
E. 3UTERLAL CERMCATIONS
1- Notice of Acceptance No. 1"NK-02 issued to Kuraray America, Inc. for their
"Troffolt Ultraclear, Clear, and Color PVB Glass Interikyerf. expiring on
07/0&24-
2. Notice ofAcceptance No. 17-080&02 issued tol[uraMy America, Inc. fortheir
"SentryGbst (Ckmr and Altite) Gbss Intwhyat" ' expiring on 0T04/273.
3- Notice of Accept No. 18-110&10 issued to Vision Extrumm limited for their
'3rown Coated (Painted or Laminated). White Rigfd PVC Exterior Extrusions
for Windows and Do*W, I g 01109/30124.
4. Notice of Acceptance No. 18-1106.11 issued toVision ExMmions Limfted for their
series "VE 1000 Tan 202 and khter shades (Non,-Whke) Rigid CeInlar PVC.
Exterior Firtimsions f" Windows and Doors", eqgring on 12f-)9/2 1. 1 �,-7 �, Z
Isksia L C%endj4 PY..
Product control unit Supervisor
NOA No. 1.11-020.03
E3*rafioaDatat April 14,2026
Approval Date. Uarek 25,2021
E 4
PGT Industries. 1w.
NOTICE OF ACCMANCE: EVIDENCE SUBMIT TED
1. Evidence submitted under previous NZOA
A. DRAWINGS
I - Mamitwtures. die drawings and sections.
(Submioted underNOA A'& 11-0107 04)
2- Drawing No. NM-5570.0, titled -Vi3yl Sliding Glass. Door NOA aW, sheeft I
through 21 of 21, prepared by nlanufxtm, dated IU5/15, with revision A dated
04105/17, signed and sealed by A. Lynn Miller, P.E.
B. TESTS
L Test rqW on 1) Uniform Static AwPiemn Tea, perFBC, TAS 202-04
2) Lap Missk Impact Test per FBC. TAS 201-94
3) Cyclic Wind Rres= Loadingper FBC, TAS 203-94
along withma.dwid-W dowinp and k&allation diagrarn oftirlyl diding glass dom prepared
by FeDtglati= Tisting Lab, Ine, Test Reptat-No. FTL 8717. dated 12107115, signed and
se" by Idalmis Ottega, P_ E. (Test report wwised on 024546 and 02424V16)
2, Tt%t upw an 1) Air Infiltratim Test, per FBC, TAS202-94
2) Uniform. Static.4k Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94-
4) Larp Miss& Impact Test per FBC, TAS 201-94
5) Cyclic Wind AMOM DrAding per FBC, TAS 203-94
.6) Forced Entry Test, per FBC, TAS 202-"
along withnodwd-up dawings. and installation. di ofvni3d shdwg glass door. prepared
by Foonation Testing TAb, Inc- Ted Report -No- In &M 6- dated I I/W1 5, signed and
s=W by Idahnis Ortega, P_ E., (rest report revised on 0 IM46 and 02/1 lrA16)
3, Tea report on 1) Air InStratim Tezt, per FBC, TAS 202-94
2) Uniform Static Air Press;ure Tend, per FBC. TAS 202-94
3) Water Resistaw Teo, per FBC, TAS 202-94
4) Large Missik Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pnswe Loadingper FBC, TAS 203-94
16) Forced Entry Test, per FBC, TAS 202-94
along with madmd-W dtawirigs and installatm diagrani ofvm)4 sliding gbw door� prepared
by Fenestratim Testing Lab, Inc., Test Report No- FTL 3547, dated 12AW1 5r signed and
sealed by Idahnis Ortega, P. E. (rest report revised on DA15116)
+ Test report an 1) AirInftration Test, per FBC, TAS W-44
2) Uniforni Static Air Pressure Test-
. per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) LXV Minfle Iqpsd Ted prFBC, TAS 201-94
5) Cyck-V6rmd Presstlm Loadingper FBC. TAS 203-94
6) Forced Entry Test, per FBC1 TAS 202-94
along with masked -up drawkigs and installation diagram ofvnyl Wing glass door prepared
by Fenesttatxm 1es-fing Lab, be., Test Repw No. MEWS- dated 1210445, signed and
sealed by Idalmis Ortega, P_ E. (rest report revised = OlMn6 and 02111116)-
1 ; 1,* 7 ( - Z Aln
ldk*q L C%awla, PJE.
Product Control Unit Superrisor
NOA 'No. 2142"hi
Expiradon Dolet April 14,2216
.Approval Doi*: hbrclk 26, 28.01
CGI Windows and Doom he.
NOTICT. OF ACCEPTANCE: EVIDENCE SUBNUTTED
E. MATERLAL CERTNICATIONS (continue)
5. Quanex Part Sum §garer Stwdard complying with ASIM C519 Thermal Conductivity
0-991 BTU_&/ lir.-W-OF, ASIM F 1249 VXM-Pass, ASTM D3995 Oxygen-Fm, ASTM E
2,190 I.G_ Durability -No Fog -Pass.- (SubmbW underpresious NO.4 Na 154409.05)
6. Quanex Part D courplying with ASIM C5 18 Thennal Conductivity 2.22 BUJ4w/
br--fF-*F. ASTM F 1249 WVIR-Paw, ASTM D 1434 Argon PennewhoePass, ASIM E
2189 LG_ Durability -No Fog, ASTM E 546 Dew Point Dcvelopurnt -20'F in 49 brs-
(Submimed under X0_4 No. 15-009-05).
7- Vision ExtrusioM Ltd- Path comp4iog with PVC-AAMA 303-13, Vokultary Specificatiou.
for Rigid Polyvm�4 ChIm& (PVC) Exterm Profiles ft Vision. Extrusions, Ltd --VEX- I by
AAMA Fenestration. Extftw Proffle Certifkwion Program (SubwWd under X0A No 15-
9409.05)
8- Vision. Eximions, Ltd- Parts, conp4ing with FVC-AAMA 303-13-
(Submilted under NOA No. 15-0400. OS)
9- PVC-AAMA 303-13, Voluntary Specdication fbf Rigid Polyvinyl Chloe& (PVC) Exterior
Proffies for Vision Extrimoos, Lt&-VEX-1 by AAMA Fenestration Extew Proft
cerfifimtion Program
10. Notice of Acceptance No. 18-1217.14 issued to Eneqo Feneshation Solution, USA, Inc- for
their 'Tan 3040 & light shade ftion-white) A%Ww Rigid PV, C Exterlw Extrusions for
Windows and Doors7, expiring on 02AW21.
11- Notice of Acceptatice No. 1"122.02 issued to Enerp F�nestrawn Solutm USA, Ine, fhr
their series "White Rigid PVC Exterior Extrusions forWindows and Doors7% expiring on.
02t2g/23.
12. Notice of Acceptance No. 2"203.03 issued to Enorgi Fenestration Solutim USA, Inc- for
their -Bronze & light shade cap coded Vt%ke Rigid PVC Exterior Extrusions for
Windows and Doors". expiring on 04/105,
F. STATENUENTS
1. Statement letter of confiormance to FBC 7& Edition (2020), dated 04e22/M issued by
manu klim, signed and sea led by Anthony Lynn Miller, P.E.
2. Statement Letter of noflmancial inteest and -of independent, issued by mautdactum. dated
04/1W0, s*wd and waled by AnthottyLynn Nller� P.E.
3. Private Labefmg Agreement document between PGT_ dated'03/300 and signed by all
invahred parties.
G. OTHERS
I- 7bis NOA revises NO.A# 17-0429.86MrrW/CGI) and updates toFBC2020 (7*Edidon),
expiring 0412lt2l-
2- RER Tea proposals #1194155 dated 01/10/20 approved by Isbaql. Cb2ndk PE, expiring
04114111..
Uhaq L, Chamda, P1.
Produtt coatm unt supft"M
NOA No. 21-0285.43
ExpiratioaDato: Aprill.4,2026
Approval Datel Munk .0g, 2021
E -5
NOTICE OF ACCEPTANCE: E171DENCE SUBbIrl-M
B. TESTS (conlinUM)
5. Test report on 1) Air Infiltratim Test. per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistalice Test per FBC, TAS 202-94.
4) Large Missik Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
6) Forced Entry Testr per FBC, TAS 202-94
along with marked -up dowings and installation. diagram oftirryl duhng glass door, prepared
by Fenestratm Testmg L*, Inc � Test Report No FTL W-0, dated I I)M5, qpwd and
wAW by Idalmis Ortega, P. E_ �� vepoort revised an 12M4 5 and 02/11116)
6- Test report an 1) Air Infiltration Test per FBC, TAS 202-94
2) Un&= Static Air Pressure Test, per FBC, TAS 202-94
3) WaterltesWance Test, per FBC, TAS 202-94-
4) Large Missile In4ma Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
along with marlmd-up drawings, and installation diagram oftibyl Aiding gbss door, ptpared
by Fenestration Testing Lab, Inc,, Test Rrpott No. FTL $55t dated I VMS, Aped and
sealed by Idahnis Ortega, P. E (rest report wvised on 02/1 Sa016)
7. Test report on 1) Uniform Static Air Pressure Test.-perFBC, TAS 202-94
2)Latge Missile Impact Tea perFBC. TAS 201-94
3) CyclicWind Presme Loadingper FBC, TAS 203-94
along withmadied-W drAwings and installation diarm ofvmjl sliding glass door, pnqmed
by Fenesh-ation Testing Lab, Inc., Test Rqmd No. FTL 6633 (samples A-1 thru A-221 dated
111.119110, signed and sealed by JoW A- Cam. P. E� eSubmkMd tinder ArO.4 A*. 11-
010704)
9 Test rqw on 1) Air liffiftration Test, per FBC, TAS 202-94
2) Uniform Static Air Press= Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Imp bfiss& Impact Tea perFBC, TAS 201-94
5) Cyche Wind Pressure Loadingper FBC, TAS 203-94
6) Forced Entry Tw, per FBC, TAS 202-94
along with niaiked-up diawirgs and inVallatm diagram of vinyl slidmg glass dom prepared
by Faiestration Testing Lab, Inc -, Test Report No- YTL 63 3 7 (sampkm A- I thru A-5� dated
120110, signed and sealed by J=W A. Causo, P. E. (SubmbW under A10.4 No. 11-
010709)
C. CALCTILATIONS
I - Awbw verdication calcubtioes and structural =My*, corqp�* with FBC-2014,
- -- - ve J by PGT, dated 12109115and ba revised on 02/15/16, siglied and sealed by
Au*=yL Miler, P.E. (Submiffed underA10.4 Ne.15-1210.01,X
2. Glazing com&es with ASTME-1300-09- 7 JI
Isb*q L Mands, PX.
Product Control Ubit $up"Irisor
NOAL36.21-4205.63
Exi4ration Datet April 14,2426
Approval Dawi h1areb 26,2021
E -2
PGT IndustrW!, lot.
3. New EAAeare Submitted
A. DRAWINGS
1. Dmimg No MD-.5570.0 Rev B, titled -Vmyt Sliding Glass DoorNOA aW, sheds I
through 21 of2l, prepared by manufacturer, dated 10/0915 and last wvised on 02/0W1.
signed and sealed by A- Lynn Millm, P.E_
Note,'nus revision -consists replacement of same existing installation scww vath.ffit head-
B. TESTS
1. None-
C. CALCTLA11ONS
L None_
D. QUALITY .4SSURANCE
1. Miarat-Dade Depaitment of Regulatory and Economic Resources OLER)
E. MATERL4L CERTMCATIONS
L Notice, ofAcceptance No. 1"305.02 issued toKurarky Amerim hir. forth&
"Trosifolt Ultraidear, Clear, and Color P'%`B Glass lawkyeW, expuing on 07=1214-
2. Notice of Acceptance No- 17-080&02 issued taKwaray America, Inc. forth&
"SentryChst (Clear and'%Wk) Glass laterlayeri", eqiring on 07/04123-
3- Notice ofAcceptance No- 18-1106.10 issued to Visim Extrusions Limited for their'13rown
Coated (Painted or Laminated)%%ite Rigid PVC FAM!Aor Exftvdm for-W, indows
and. Dean". expmg an 0930/24.
4- Notice ofAcceptance No. 18-1106.11 issued toVision Extrusions Limited fbr their series
VE 1000 Tan 202 and lighter shades (Non�Whfte) Rigid CeRnbr PVC Exterior
Examsions for Windows and Doon7, expiring an 12a9al.
F. ST-ATEXIENTS
1. Statenumt IMer of confinmam to IFBC 76 Ediden (2020), dated 02A)L'21. issued by
mamifacturer, signed and- sealed by Anthony Lynn Milkr, P-E
2- Private Labeling Agreement dated 031001 between PGT Indwhim Inc, -and CGI
Windows and Dom Inc_., signed by Dean M. Ruadr, P.E., V.P. Enginn2ing, on behalf of
bothcomparies.
G. OTMERS
1. 1his X0A revises & renews NOA# 20-0429.05 (PLA w/CG4 expiring 04114/26.
2. The current associated PIA CGI file #21420.0L expiring 04/14/26.
1-6.
11haq I c2landa, PZ.
Prodad Contrd Unk Supervisor
NOA No. 21-0-105.03
Expiratiou Dad*: April 14,1026
Approval ])&*e.- Marth ZS� W-1
PGT 1nduM*s,][nc.
NOTICE OF.ACCEPTANC- E: EN71DENCE SUBhUTTED
D. QUALITY ASSURANCE
L Miami DadeDepartmentofRegubtory and Economic Resourc-es, (RER)_
E. MATERMAL CERTMCATIONS
L Notice ofAcceptance No. 11."52&14 issued to Visim Extrusion Limited for thm
Whbe Rigid PVCExterbr Extrissions forWindows andDooit-, dated0143/15.
expiring on'093W19.
1 Notice of Acceptance No. 16-020.08 issued to Vidoe E31rusion Limited fortheir -'%-E
1000 Tan 202 and lighter Shades (Noa-MWte) Ried PVC Everbor Extivsions for
Windows and DooxV' ' dated 12M/16.expiring on 12/29t2l-
3- Notice of Acceptance NO- 15452&15 issued toVism Exinmon Limited fortheir
"Brown Coated (Painted or Laminated) White Rigid PVC Extetior Extrusions for
Windows and Doors", dated 08113115, expiring an 09/30119.
Notice ofAcceptance No- 1"712.02 issued to ENERGI Fenestration Solutions USA,
Inc. for their "TAN 3040 and Lighter Shades (Non -While) Riod PVC Exterior
Exh-asions forWindows and Dom" dated 09/1511k- cqiring on 01001.
5. Notice o(Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of,Cap Coated Rigid PVCExterlor
Exa-usions, for Windows and Doors" dated 09115116, expiring an 04/1&20.
6. Notice of Acceptance No. 1"712.03 issued to ENERGI FeneArAion Solutions USA,
Inc. for their "White Rigid PVC ExterW Extrusions for Windows and Doors- dated
0&10117, expiring on OV2WI &
7. Ted reports No(s). I G-OW-792(A), 10-06-100527, 535753-09. per ASTNE-94,
ASTJMD1929 and ASTMD-635, mued by EXOVA to Visi= Extrusim for ce2ulosic
composite material
(Submitted under A70.4 A"& 11-010.7.04)
8. Notice ofAcceptance No. 1"916.11 issued to Kuraray America., Inc- for- tbeir
"Sentr) GWID (Clear and White) lluterhver;". expiring on 07/04/19.
9- Notice ofAcceptance No.16-1117.01 issued to Kwaray America, Inc. for their
"Tresifolt- Ultradear, Clear and Color PN`B Intedayeri", expiricg on 07/M9.
F. STATE3JENTS
I . Statement letter otconformancc with FBC-5*Edidon (2014) and FBC-6&EdWan
(2017� issued by manufacturer, dated 08/14117� signed & sealed by Lynn Milkr, P_E_
2. Statement Letter ofilo financial interest dated 6VI&I 7, issaied by Manufacturer, signed
& sealed by Lynn MAer, RE.
3. Letterof lab cmVXince, part of the above test reports.
4. RER. Test Proposal No. 17-03V, dated 05105117, s4� by Ishaq Chanda, PJE_
G. Oil"
L Notice ofAcceptance.No. 15-1210.01, issued to PGT Industries, for their Series
"557oirnrVln�l SMkg G1= Door (Reinforced) -1,3W, expiring on 04/14i2l-
1Aaq1 Chaa&, PJE.
Product CantrA Usit Supa-sioar
NOA No. 21-02".03
ExpirationDstat AWU14,2026
Approva I Doi*: Mareb 25,2021
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TESTING A EPAINEERIND COMPANY
2 2. TEST REPORTS:
11. MATERIAL CHARACTERISTIC AN APECIRGAIJOR&
WAT TER A. TILLrr, JPL, R8.
FL . L.2 ". -.1.
Large ITIMIlle Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1628 of the Florida Building Code. Uniform static loads
Shall be strictly In accordance with General Notes and Components Indicated on
cheat 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
n C I Li- N.. TOW. TV
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No-20-174L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports # 96-509 dated 08/09/1998, #W570 dated 09118/1996,
26, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
Fir UATIDN REP015r
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
# 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No.
7.-LIMITATIONS AND CONDITIONS OF USE*
REPORT NO.: 20-0720.01
0219.01-09, dated March 4, 20DO, signed and sealed by Edmundo Largaespada.
P.E. and Henry Hattem, P.E.
7.1. Shall be strictly In compliance with General Notes No. 1, a thru 14, indicated
CATE: July 28. 2020
Tensile test report No. OCM-197 by OC Metallurgical, Inc.. dated March 13, 20D9.
on sheart I of 26, as well as General Notes N 1 thru 4 and 11 thru 18, Indicated
on show 21 o1`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT CATEGORY: Shufts
signed and sealed by Frank Grate, P.E.
prepared by TIltsGo, Inc. and signed and sealed by Waiter A. Tillit, Jr,, RE,
PRODUCT SUWCATEGORY, Storm Panels
2.& UCTURAL FINGINECROLO-CALCIMATOW
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on Section 1620.2 of the Florida Building Code.
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind load, as well as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: Global Protection Produeft LLC.
length based on rational and comparative analysis, and In accordance with
sWlon 161 a of the Florida Building Code. Calculations prepared by T'ifteco, Inc.,
7.3. Product shal I only be Installed Into poured concrete. concrete block, and
wood frame structures.
4800 S.W. 51 Street
dated 11/03/08 and 03112/15, signed and sealed by Walter A.Tillit, Jr., P.E.
Dovie, Florids33314
1. PURPOSE Of-EYALUAT
3. MISSILE IMPACI RFAISTANCEA
Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
This is a Product Evaluation Report Issued by Walter A.T11111t, Jr., P.E. (System
Large missile Impact under section 1828 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167), President of Tilt000, Inc. (Florida CA-000071 9).
10 # 19016) to the Global Protection Products, LLC, Rule Chapter No.
0 1 G 20 -3, Method I D of the ISI art do Do pa rtm on I o If 0 ual nets and
4,WND L0ADSM8hi1AN.QL-
S�
Proftealonal Regulation.
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
S;
E Me
This product Is being Issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall boas Indicated on sheets 8,10,14,15,
16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
.44167
been veril
W for compliance In accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for 0 Ie purpose Intended
20-176. Maximum Anchor Spacing shall be as Inclicated on sheets 8, 9, 10, 11,
20 STATE OF
at Met equivalent to that required by the Code.
14,15, 17.18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
This Product Evaluation Report shall be subject to review and revision In case of
5. INSTALLATIONe
S/0
"11111 "I
a Building Code change that may affect Its limitations and conditions
Installation shall be performed strictly in accordance with details indicated on
2. EADENCE SUBMITTED,
2.1. PRODUCT F.YALUATION DQCUM
sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
DA TI LTECO AD MON RECORDS % P. E. REPORT. 20 k 0 LOB AL PROTECTION P RODUC TS, LLC 20 GAGE
414LVANIM STEEL STORM PANEM DRW3 4 MI TO % REPOW I 2O0n&01
_EJff(P.E.O.I:
Drawing No. 20-178, tided 1120 GAGE GALVANIZED STEEL STORM PANELII,
Indicated on sheets S. 14, 16, 26 and 26 of 26, of Product Evaluation Document
(P. E.D.), drawing No. 20-176.
sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part jA,W,&
Evaluation Report. wql %,
A.
%W111111t
e, 4 M44""�
, �Q,
1p� - -
0 �... /'P " .
No. 44167
ON): V
167
STATE OF
X2' A 011117
top.10,
o R
R6
%0;$ O/ONZO._10'
6355 NX 36th Streeft, Suite 305, Miand, Florida 33166 - Phome: (305) 371-153 0
SEHIMU-sm:
0 3) N CASE THAT PRECAST SIDNIE. ON PRECAST CONCRETE PANELS, STU= OR WOO WARDS a FOUND ON THE
�111, m - ELAIM
EXISTIM WALL ANCHORS SIVILL BE Low ENOUGH TO WACH THE MAN STRUCTUM SO`WND SUCH PARELS.
1, . PANEL SHOW ON THIS PRODUCT VIOLUATION DOCUMENT (P.9.0 SEEM VERIFIED MR COMPLIANCE IN
�r
AN04WAGE SHALL K AS MENTIONED IN 8.1) AND IN &2)
ACCORD&RCE WITH THE 2= (TV. EDITION) OF THE FLORIDA, BUILDING
(C) TO nwm N= 'm SPECric
DIOSION WOO LOADS WALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MOKIXINIOD CODE,
A WIND SPEED AS RE"M BY THE MOSOICTION WNERE AND
MR THESE
1/4"0 TAINCON AMOV*M AS WINUFACTURM BY I.T.W. BULDEX, INC.
#14-10 PAM1QMATt FOANA 0 AND PAJOBAMTE PLUS ANONDRS. AS MANUFACTURED W ELOD PRODUCTS,
FOR A DONEITIONALITY FACTOR Xd-0.45. LOW ASCIE 7-16 AND SHAILL
1/4-0 LAC SCRENTS PER N.O.S.
DESIGN PRESSURE RATORIS 610RATED ON SHEETS 7 7HRU 12. 14. 15. 1 a 19 A 20.
7/1VO Ir W WOOD BUSHING. AS OSTROKPITO BY ALL PONT SCREW. NOLIT A SPECIALTY 00,
IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE OODOW WOO LOADS DETERMINED PER A90E 7-16
SHALL K FIRST AEOUGED TO A&D. DESIGN WIND LOWS BY MULTIPLYING THETA Of OA IN ORDER TO
C- 1) MINIMUM TIMEADED PENETRATION INTO WOW OF TAIPCON ARMORS SHALL K 1 1/2' AM 2' FOR ELCO PANMMOn PLUS
C06WX THESE W1 MAX "IT) DES" PRESSLOBE PATNGS NIVATED ON SHEETS 7 THRU 12. 14. 15, 16. 19 & 20.
AND PAMELMALE FEVAUE PD.
0 ORDER TO VOOFY WIAT ANCHORS ON THIS P1 0. AS TESTED WERE NOT OVER STRESSED, A 3339 PICREM IN AELONABLE
C-2) MINIMUM THREADED PENEWPON OF LAC SCRON. WTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED
PENETRATION wro STLICCO SHALL K COMM= AS PAW OF THE PEOUSIED THREADED PENETRATION.
STRESS FOR WIND LOAM WMI AM UM IN THEIR ANALYSIS. FASTENERS SPXM TO WOOD HAS MR DMIUMED IN
ACCORDANCE wffm ma.& 2TH&
C.3) MINIMUM EDGE DISTANCE Of LAC SCREWS. WTO WOW SHALL IS AS 001CATEM, IN THIS DRAWING
STORM PANELS ADEQUACY FOR APACY AND WOO MWANM NO BUN VONFM IN ACCORDANCE WTH SECTION 1026 OF
THE AMM MENTIONED CODE AS PER HURRICANE ENGINEERING & TORM OK. FNUORTS 96-569. W570 & 96-730 AND
CA) MNWUM PENETRATION Or MOD SUSHING WALL SE W 1/4' 0-20 SCAM USED SHALL K 1 1/2' LONG MINIMUM
FENESTRATION TOFFM LAO. INC.. REPORTS 12032 & 021n . AS PROTOOOLS AS-201. TAS-202 AND TAS-203.
SQUED S=C0 OBST. AND I" MINIMUM FOR WALLS WITH NO STUCDO.
AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 0=19,01-00. ASIPER TAB 201. TAS =2 AND
TAS M STANDARDS.
C.S) IN CASE THAT PRECAST MINE. OR PRECAST CONCRETE PANELS. STUCCO 00 WOOD BOARDS K FOUND ON THE EXISTING
2. ALL ALUMINUM EXTRUSIONS TO K SM-76 ALLOY AND TOPER. DAILMS OTHERWISE NOTED). SEE SW 2
WALL ANCRORS DOLL K LONG ENOUON1 TO REACH THE MMN STRUCTURE WOO SUCH PANELS.
ANCHORAGE SHALL BE AS MONITORED IN C. 1). C 2) A CA)
3 ALL ALANINUM 94EU METAL USED AT CLOSLOWS SHALL HAVE MOS-4414 ALLOY.
(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE 0WOOMMIENDAYRDINS AND SPECIFICATIONS OF THE ATICTIOWS MANUFACTURER.
4� ALL STEEL SHOP METAL PANELS 94ALL HAVE STRUCTURAL QUAUTY STEEL. AVM A-653 GRADE 50 WOMAN. G-90
GALVANIFED MEL OOKINATION WIFV- 59.3 40 (AFTER ROLUDD).
PANELS MAY ALSO K INSTALLED MOR20REALLY FOLLOM$O INSTALLATION DETAILS $"OWN ON SECTION 3 THROUGH 10 MIEM 4
ymom 6) exam TW HEADERS 0 &a SHALL NOT K UNIT.
5 ALL SCRIE" TO K STARILESS STEEL 304 OR 316 AIN SERIES ON CORROSION FAMPANT COATED CARBON WED. AS PER
01" 50018 W YIELD STRENGTH AND 90 lial TENSILE SYKNOTM & SHALL COMPLY W/ FLORIDA BUILDING CODE
9. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER Z To K
SECTION 24Y35304.N`
ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAU ONLY OF ATTACHED 10 CONCRETE BLOCK 001 WOOD FRAME
BUILDING&
& BOLTS TO K ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAIRILESS STEEL. WITH 36 WN MINIMUM YELD
STRENM.
10 EA04 REGULAR 51 PANEL WITH LOWPIM OWN #'-a THROUGH 12'-4*. AS PER SECTIONS 6. S. 0 & 10 AND ALTOOWUTYES SO.
7 AW0IOAS TO WALL SHALL BE AS FOLLOWS
SIN A IOW ON IiHEETS 3. 6 4 12 RESPOPNELY: SHALL HAVE A LEOWE NO READILY MORE MMtKW INSIRUCTOIG OWNER OR
TENNWT TO SECURE PANELS WITH APPLICARLf RENFORCEMENT "M PERIODS OF HURRICANE WARNING
III= ru; I
URSO rop
(A) !RMMMRQ prTURSO ru;
11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAILLK ALL SHIM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT
'0 TAPOOK ANCHORS AS MANUFACTURED BY I.T.W SAM. OX. (W, C-3192 w..i.)
THE BUILDM TO PREVENT VIND/um INTRUSION.
1/4! . . 1/9' CA&X-IN ANCHORS. AS MANUFXTURED BY OEWALT INC, (WIN. ?'30%) p..I.)
1/4"S . 3/4' SOUD-SIET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. DOLT & SPECIALTY GO
111 51 PANEL DISTALLATION SHALL COMPLY WITH SPECS 00GATED IN ?HIS DRAWING PLUS ANY BUILDING 00 ZONING KOLILAT06
(Ww, F-3000 p...._)
PROWDED BY THE AONSDICTION WHERE POW 5 APPLIED TO.
fi4-ITT PWNEEM411 FOAALE 0 A PAMKATI PLUS ANCHORS, AS MANUFACTURED Of 11.00 CONSTRUCrION PRODUCTS
(ON rc-3330 p�')
13. (a) IM PRODUCT CWUWIOk DOCUMENT (PEG.) PREPARED r THS ENGINEER IS GOOERIC AND DOES Nor PROVIDE INFORMATION
FOR A SOE SPECWIC PROXCT: 1,9, THE
i/4*o OF TAP -GNP AORCHORS. AS MAFWACIUREO BY TAU -FAST CORPORATION (C.-MOO A-)
WHERE SITE COMMONS DIEWTE FROM THE P"�
(b) CONTRIICTOR TO RESPONSIBLE FOR THE SELECTION PURCHASE 00 0WALIATION MICLUOM LIFE SWIM OF THIS PRODUCT
A 1) WOMAN EMBEDMENT OF TAPCON AN04M MM POURED CONCRETE SHALL SE 1 3/4'. 21 FOR PANELMATE FTMXE
om ON no 172. Pwww w,-w IT= NOT c6i;vi FROM Tw comimm orimm ON THIs nommeur
0 Ape PAMEWALTE PLUS AND 1 1/4' FOR Cr TAP -GRIP ANCHORS
CONSTRUCtKIN SAFETY AT SITE 15 THE CONIAh"'S RESPONSOLfrf
12) CALX-04 & SOUD-SET ANCHORS SHALL ME EMBEDDED 7/8- INTITO THE POUIVED CONCRETE. NO OMMEOMENT1 000
(1,) THM PRODUCT EWILAAAMW OOCUWO4T WILL BE OMIDERITI) WNAUD W MODIFIED.
STUODO SHALL SE PERMITTED, 1/4- 0-20 SCREWS USED SNIU SE 1 1/2" LONG moom Ste" srucco EaSx.
NO I* MOOMIUM MR WALLS WITH NO STUCCO. AND MAY K HEADED scREWS Olt ALL THREADED SCRIONS W/O WAD.
(4) SITE SPECIFIC PROJECFIT SHALL K PREPARED BY A FLORIDA REORITTERIOD ENGINEER OR AftCWrTrCT WHICH WILL BECOME TW
OUT "IN YAK NUM
ENGINEER Or RECORD (E.O.R"FOR THE WILL K RESPONSIBLE FOR THE
PROPER USE OF THE ED W AS A DELEGATED ENGINEER TO THE
A.3) 0 CASE THAT PRECAST STOME. PRECAST CONCRETE PANELS, POVERS. MUCCO OR WOOD DOARDS K FOUND ON I)*
P.E.0 ENGINEER. SHALL SUMMIT TO 13M LAT" THE SITE SPSCIFIC DRAWN" FOR REVIEW
EXISTM WALL OR FLOOR. AAW_ SKAU BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KHIND SUCH
PANELS AACHO%WQ1F SHAU BE .1) AND 01 .2).
(a) THIS, P.E.D SHALL SENT THE ONE AND ORID14M. SEAL NO SIGNATURE OF THE PROFESSIONAL
VOKM Oi WEDRE W PRMOM a.
/4: : TAPCON MICHORS AS MANUFACTUIRED BY 1. T. TO OUILDEX. INC.
IC SHUTTER MANUFACTURERS LABEL IIHALL ME LOCATED ON A READILY WALE LOCATION AT STORM
PANEL 11HUTTER IN ACDOIFAMACE WTO4 SECTION Inf.t3 OF FLORIDA SLILDW CODE. ONE LABEL
1/4 . I/V CALI(4N ANCHORS, 4 MANUFACTURED By DEVALT INC (WIN. f't-IbOD II.J.)
SHALL 91 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH rACTIOW I IT09.0 2 OF THE
1/4 *v x 3/4' SOuDS[T ANCHORS, AS ownUBUTED BY ALL PONT SCREW, DOLT A SPECALTY CO.
FLORIDA BUUNG CODE
(Wk. r_ low O.o.)
- 014-10 PANCLUATIE FEMALE 4) AND PANELMATE PLUS ANCHORS. AS MANUFACTURM By ELED CouSTIRPOTION
i SHALL DALY SE USED TO
ED'111= INTHE STATE OF FLORIDA
PRODUCTS (WIN. r..2071 P,..i)
- 1/4' IT OF TAP_GNP AKHDRS, AS MAKLIFACTUATED By TRU_FAST CORPO.
0.1) MINIMUM EMBEDMENT OF TAPOUN ANCHORS. ELCO PN41WTM AND OF TAP-4W AK(>M
FLORIDA SUILDW CODE (110h velocnfty 14U 0
SLOCR LIST SHALL N 1 1/4-. elm ALWOO
No.. 167 20 "BE GAILVAMM Mn UM PANEL
41 a=.�
0.2) CALK-" & SOLID -SET ANCHORS SIKL SE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT. NO
INTO STUCCO SHALL BE PERMITTED. 1/4* 020 SCREINS USED SHALL K 1 1/2' LONG MNMUW
OTIST. AND I' MINIMUM FOR WALLS WITH 40 Sn=O, _9A STA
- F- mn. --C.-. -.-\ Piz PRMCTION PROMM. LLC.[_�
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PRODUCT
EVALUATION REPOR R. P TZ 44167
FLC.&U.N"N.0X6?19
REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY-
Storm Panels
PRODUCT NAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
G12MI Protection ftoducts. LLC
48M S.W. 51 Sbwl
Davis, Florida 33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
10 4 1906) to the Global Protection Productai, LLC, Rule Chapter No.
61020-3. Method ID of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Bulldlng Code, and to verify that the product Is for the purpose Intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may affect Is limitations and Conditions
2. EMDENCE SUBMITTED6
21, PRODUCT EVALUATION QOCUMENT (P.E.0
Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL',
shoals I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
Tillit, Jr., P.E.; dated 07127/2020. This drawing is an Into
Evaluation Report.
is
STATEOF
. *1
Atontut..
X
6355 N.W. 36th Street, Suite 305, MiamL Florida 33166 - Pbme: (305) 871- A, 1� K I
COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
CSCXE 1/2-1")
15 IW CIVIAL (MAL WON)-
-.-----a 1/4' 4.230--
[-t3PO*
1.330 O� WPLF
AM A-
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I
C-80 GAILY.
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----- ----- --------
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250
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2.1 TEST REPORTS
Large missile Impact load tests were performed under SSTD 12-M standard as
per section 1609.1.2 of the Florida Building Code. Und'orm static loads as per
Section 1709.8.3, per ASTM Er330. Test reports prepared by American Testing
Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
R. Mohner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
Largesspeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings; per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01 -10. dated November 23, 2010, signed and sealed by Jullo I -
Gonzalez, P.E.
Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2000,
slgned and sealed by Frank Grate, P.E, as per ASTM F_-S and Tensile Test as
per OC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed
and sealed by Jerry Jacicifano, P.E. as per ASTM E-8.
2.3. STRUCTURAL ENGINEERING CALCULATION&
On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and In accordance with
section 1004 of the Florida Building Code. Calculations prepared by Tiltsoo,
I nc., dated 12/18110 and OMT/111 3 (for this revision), signed and sealed by Walter
A T1111t, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4. WIND LOADS RESISTANCEN
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be asinclicated on sheets 3, 9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11. 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has teen verified for code compliance to
work as a norrporous storm shutter assembly, as per SSTD 12-99 Standard.
'1\0E P4� 1� -
44467
...........
N AIL
D. M.. (j). (1), 0 +
&4(l). 0_@ -
1/4- '
MAX W
1/4. 2/4. 3/4, 4/4. 5/5. 7/5.
*IW/10. ZW/110, 311111/10. 4W/10.
5W/10, 5w/II & 7W/11
-3: M'X-r--- ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHIM 6
I WOL FOR WOOD SEE SECTIONS ON SHEETS 10 & IT
---- -- T-7-7
.AS I , /
E) __ �/ .,
3
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as indicated on
sheets S. 6, 13. 14, 15, 10 and 18 of 18, of Prod uct Evaluation Document
(P.E.D.), drawing No. 20-175.
IS. MATE-RALCHARACTEMInC&ANDMEQEMATKOL-
Shall be strictly in accordance with General Notes and Components indicated on
sheet I and 2 of 18. of Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 18, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7. LIMITATIONS AND CONDMONS OF USE A
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
prepared byTIftco, Inc. and signed and sealed by Waller X TIM. Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code,
7.3. Product shall only be Installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. T1111t, Jr., P.E. (Florida License
No. 44167). President of Tiftem, Inc. (Florida CA-0006719).
WAIRLL
D:% TILTSCO ADMON RECORDS % P. E. REPORT
GALVAMNO $TEEL STORM PANEI. % DRWE; N 2D-1 7
VAX
Am.
t.S. M.S. %&j7�4.W/ 3/32*
WMIGNUTS 04
(SEE SECTIONS AS APPLICAS1.0
/5
1/4. 2/4, 3/4. 4/4, 5/5. 7/5. rWX
I' ION. I- MR.
IW/110. 2W/10. SW/10. 4W/10,
5W/10, 6W/Il a 7w/11
ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHIM S A
TO* WOOD SEE SECT04 ON SHEETS 10 & 11
REGULAR STORM PANELS nI& Q ELEVATION
N.T.S.
Im
2.er
W 04" -1 Y&OLE W"M
I I . - n,
I/V W.. GAIP
iNsTALLATioN DETAiLs FOR REGULAR PANELSCb & 6A
INTO EXISTING POURED CONCRETE OR CONCR BLOCK ST01ICTURES
ANCHORS, FOR CONCRIM SEE SCHOXILIE ON SHEET 9
CONCRETE FOR WOOD SEE SECTIONS ON SHMET 12
CONCRETE ILOCX -wom"MISCLID
13'
NORWOOD Ow"M RMUMD REQUOU _Swom 4"M 1, 04K 0~ -1 WILLEY)
TIR so=" am sommur am
BMW 0)
OHM 9)
J
OF
C
7
J;
t I
RAW
q
SOX
I T T �7, or 'L.
i" wa V/ IV 4t q
7
1�0
L !OR"
I 1-8:_
r
L
5OX
42- OF %
sox
OF or
_a M�
ANCHORITE MR CONORM SO! SCHEDULE ON SKW 9- J
MR WOOD Su SECTIONS am SHM 12
It
i REGULAR STORM ISAN1111 EMAT"
"00121 SCALE 3/32 1
/r 0A 1
1/4- WAK. DAR
Iw-
44-0-��/4- a$. BOLT
W. W/ 7/8 1 WWO NUT OWN 00" -1 wax XAAM
0 , 11 =0C. oomcom MC-M 0 -\ � - �-- - --
Ix.
oomomm ANDADMIT L (SITE scam" oil /4* MAX.
i rManat - am Trumouto -tiffic4buom
, a. CM KHM"X ON SHUT 1)
SWEET 0) �2027 an =ft to:,qXPAI
9=9401ENVIE ON NOOLIMM
MOUNTING OMM AND W" MOUNTINia QW& OWN
Irm9f
IM3 I AMEW tok�LUNAIL-
NOME FOR COMBINATION OF SECTIONBL'
E.D. - am Daum
(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN K
SHEET 9) COMBINED IN ANY WAY TO SUrr ANTY
I OWAILLATION.
in.om" SUILEING CODE
Cn
-Cu
>
2
a)
a)
2
CD_
2-
o
2
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a)
a-
-
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(D
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M
0
0
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70
0
=
0
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0
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M
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Z
Z
n_
SHEET NO.
SH 1.0
Im NOON
MI am
ow 8.
Sam 6 6 10
MM.
ZL
E
11110
'oil MINIM
oil, .
1105
pill 191; r
yr
INKI 4
iff &I P4- I
OWN or
u"LLICIM 11I
M., laum
WAH (TO
IUK MULUCH_�
4'-e'
2'� 3* m 1/8'
> 4-r TO W-r
-
r 4*
S*-r 10 SI
-
22: 5.*
r IV to V-011
2'. 1*. Ilor
WORM PRMM 40"
V
ImKiQA69
SEQ01211-1
WALZ 3/8-1-
K SHOWN P"SONOMP"OFT5
POM.
LTIEVAIATM 1w
WAM 1/4' 1'
*gem
NOW
XULA191I
%
WAUD Ile I*
ma
I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS
Up TO +55.5, -72.0 pgW A a LD=FP TO V-11'.
0 ttj:�. �S
2. FOR NEW WOOD FRAME QQQ IS TO BE SOUTHERN
PIK NO. 2. W/ SPECIFIC DDOTY OF 0.55 OR EQUAL.
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
SECTION Y-y
SI t/4-.i-
MUNI
- 1012"Tw Sw
Aw
A.". 1 MI RATING)
SCA& 1/4* - I*
AT TOP 5 LANIED 70 +564-67.0 MAX. 9004LL' 1/4- 1-
ISO,
SCI 1/4- 1-
colonm ANCHOR;
am-'\
an So"W" ON
SHICT 14)
CORMIER ANOWING
Cox ON-\
14)
IN CONCOCT ANCHM SCHORKE ON IMM 14:
1. & Iw/I5
��j
2/4, 24/4, 4/4 OR 4q/4 2 & 1W)
r-*IA ls
WAM CONC"
flt�
I
11fl I
If®R
Irmo 112"arwom
10 OUSIS
TEND pwau
pow
111111
ITJTfll
IIH
Avwo
'6
T�Twump 0 17 1
JIM.
T.
Wr MI6
r III
-01, wom
Irol",
f2wil
ism 2/14
I
0
I
---
-
Uo"
13
IBOR
11,
RINI
ORE
Xmvp COMCCNM
"I =
111
ill"
P/14)
01
111.
.
E
.
0F.I.
.
L)IPIA 2/4. W4- JV4 OR 4/4
vil 2,= IW/15
_j ON In I Wuy Pmrm L.-
AM WI LIFE SAI PANELS LOCATION OF UIIE (m NOTE ISELOW)
L.. RED" PANELS III OR SIFM pI ___j
W/o Ra" "Mom
LAST PANIC. ARI K INSTOUM
71 me"ORI, K= I
CHMM ON
4) L&rK
=TTIMIZZ
poum Concraw OPTION #1 FOR WEE 56EM SHIN TO FACIUM NODKLIAM F PRIONOCO
TO It RAIAUXD ON NOW00101) FROM NOM
CONCAM ANO-010 PANEL (1) &
cout IMCI 9A I or STRA7m
Io ELEVATION
WALL WUNTM iNSTA"TION WALL AM nrm HOUKTING SCALE 3/3r-i*
SECTION I SCALE, 3/8' - I' SECTM 2 SCALE: 3/8' - I* ... Ar/e III Ow SAP
-_y
1. SAFETY STORM PANEL. CAN K
LOGATED AS AN NO PAI (FIRST ON LAST PAPIEL)
OR AS AN INTERIOR PAWIL (ANY PANEL LOCATION N BETWEEN END PAWLS). CI'm I
Urr. S"Trf Pope$ AMY OR MAY NOT BE INSTALLED ADMODIT TO REGULAR PAI
(w/ OR W/o REG" TRAM.)
PANEL CONI OF "M GALVANIZED WIL STOW PAR& AS
31WIT 2 Or CIRAWING. 1I 3/32--l-
SECTION 6-1
troAre iEM ITSELF TO BE REMDUED Olt INSTALLED FROM THE 140E OF
STRUCTURE. ml
J. LIFE SAI PAN& PEOUIM TOP TRACK TO BE COMPONENT Q) & 90TTOM TRACK TO
Z 2 .0F THIS DRAINNIC,
ga. FLOOR WGUNIE FOLLOWSHG SECTIONS I
YAL 0
14
AS IRA 2 ON SHEET C4.
FLORIDA III CODE (NIgh Woolty N
-
4. WI LENGTH IS.-
COMPW
=
ARM
ANCH C IDITC)ANCHORAGE AT SCITTOM IS OATH ON
.
.
oem SLIM w-
20 OW G&VANnD SIM STORM PANEL
Fp
SCH EDULES J� 2. SHEET 14.
My
COMPONIENT K PERMANENT Oft REMCNAILL
S. SK OCTAL$ FOR INSTALLATION INTO WOOD FRAW BUILDING$ ON SHEET IS.
GLOOM
PROTECTION PRODUCTS. U.C.
411wL11 Sow
W.
am
9 SEE SHEET 4 FOJ! OCTAL APPUCABLE TO DIE NECESI FOR THE INSTALLATION OF
SPACERS AT III INSWIS ADAINCENT AND KYONO TO STUCCQ/WOCO BANDS,
=.I
.220.7".. W. ORI
20-176
FX VA/SWWWK�ON
Ch-wM,"
L WwLm
11 - 1. --
owsm ft
am's OF x
P.M "
MUIMUM
&SA DESIGN PRESSURE RATING AND CORRESPONDING
MAXIMUM PANEL LrNM NO SCHEOULE
o" ONLY FOR &(4 INITIALAMIS AS MR I "M 10. Oak 4.569)
Mv Lm
-NA -7LO I,-0 a Ipv
UWKM
I TIM a 4. 7
*16A -7" 17'-V TO W-r 111 2 3/4,
1 THOU 5 A 7
.ISA -710 W-r To Ir-r III I I/r
IV
all"15111M
a
.43A -490 131-C an LOS 3 Ilr
a 0 a w
MMIMILIM AAA
OR= P/ A 0~ N OWILIP MOLDOW OF FAR01.
DESIGN PREMURE RAMNG (p.m.f.) AND CORRESPONOM
MAXIMUM
ANCHOR
SPACING
SCHEDULE FOR REGULAR STORM PI nt & Q INSTALLATIONS
JKTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
(INUD ONLY MR POINOLS OR @ MWUMM AS PER KCIIDWS I THINK) 7. ON SPICITS 4 a 5)
mko" A"
WORM INCHING SPI FOR [A - 3 I/r
onam, SWOON
Cr up-ml, CNIX-IN pwdmmw FOIAI a PLO
APPUCVLK IC
SsI f mummum pwa
10
Aam (P*f) caktom
CLOCK
vo commm To conowm W&M 10 COKKK CONIC11 To Cacam CONORM
01I II K4CK ILOCK
ANN commovim LPON IV DO
or IWRA
or N/A
N/A WA a, OVA I,
#A 1.
4A
I (Tc"
N/A OVA Ir I.
or r
r
I (WITOW)
N/A
N/A W/A 1. N/A
WA Ir
WA
2 CIOM
r "A
W/A N/A r */A
-
WA r
N/A
I muff"
.5611, -7LO
RUA WA r N/A
"/A r
k/A
3 & 4 (TOP) r-r OR LOS
Im
"
WA NI r
3 (11
VWA
WA OVA r N/A
WA 1*
- , mm
WA II/A r r Ir
467OWW
N/A UA
12 112- 1 1/.- 12 Ilr 5 ve 6
t/4-
SK OHM 10 It I I FOR ANCHNIS IM A SIMONS FOR NMAJA=d IM OCR* ANNIS
WWA ANCHOR PACM AM MMM OW MVf*O ARE BOOM ON THS MMM MR CA JISS
*0 MOnV& ON MMU MU INCHOP MR" Of ISKIPLISIO YVON 000 ON SCHEDULE IN
INE ALLOWING mm ra *4 OW" TO K SCROLL momm WAM wwm UNO FACM
PILL OV IS UM SHOW WINDOW INCOMES PON DAN AND= TVPE 0 AMMM USID&
AMOCO In
Ar.
I
mam" womme
; is 1!
3 ......
E
114 3 3 1 'A 3 US
1= a .
NA
FLORIDA BUILOM COK (11119h VI His
cons Zone)l
No. 4167 1
Ism IL"m W. 20 GAGE GALVANIZED MEL SIM PAII
F.I.
WISH IN,
m'RUR"`
111LIECOn
GLOUL PROTECTION PRODUCTSI U.C.
am
I
ONAL n- 313,
13VEMA-R.-
A`W`
- -
&Z - WX PHONIL (mm-mme,
2G-178
mw a WIS.
Sm
OHM
rca MI,
I I
TO
I
1�\
POP .11.1, Irmo
PON ummm to To v
i�� tu
Ar
ALL. r or amme mos Km me
OWN,, UP SO W-I* w-
pwCT Eta Imu"Am
A' TEMAW IFIN
SIC" 3 1-
1. INSIALLATICII ARE ONLY VALID MR BUILDINGS WITH A.S.D. DESIGN LOADS
UP 70 +55.5, -72.0 PSF AND PI LENGTH UP TO 8'-8'
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 K SOUT"ERN
PINE NO. Z W/ SPECIM DENSITY OF 0.55 OR EQUAL
TOP & 801110M MOUNTINGS CAN BE
00MBIMED IN ANY WAY 'TO SLINT ANY
1INSTALLATION.
INSTALLATION DETAILS FOR REGULAR
PANIELS(b
& IJA
INTO EXISTING WOOD STRUCTURES
to
N-mw-w
I
WmW
=SIN,
I
I w
ALI" rw
r VMS -I'
1
ou SOHOIULE ON "I a
IN W.
Is 0-No,
j
I
SO
ED
I
tl=
-
0
-
I
t-
2-3I.Co-
I ��
MIND PLat
Wm OUR;
4
11 S,
".
rw RAX
1
/.,%
3/111
7
1
WOO
FRAME
I
w u0hft�
EVAI.
A�
C0Npa= It
INCITE IHUTrLR UWNROWN
FUR
F90F
CLAWIT
1,10
1L -.4
I
$u A111I I'm' -"I ",a". jm�. X JSL ".0,11 FA-m
STUOIS 0
0. C.
3/6- it 1)
ALTIDOUTIE
IN
WOE WI
SCHEDULE SCHENUE INTERIOR PANEL
"3- #2 FOR 11I Pop, r
an
(9
Ma. ANCHOR Mm ANCHOR
I I !!!!� '. ..SPI
II ... 1.
DETAIL 2 FLOOR MOU 'ION (APPMAKE TO SCHEDU
MAXIMUM "D. DESIGN ERESSURE RATING (p.m.f.) AND CORRESPIDNOING
MAXIMUM PANEL LENGTH 'Lo SCHEDU
A, 2 INOICATED POR LIFE SAFETY STCM PANEL
MAXIMUM
Dow
new IS
UPCON
OF wo-m
ON.11I
pnewn PoWUL 10
TO
Lamm V Im.)
I
TO
CONCRETE
M,
ROD,
PjN;H
CONDOM
70
am-
2-10=1
+55.0. -72.0
N/A
N/A
N/A
R/A
11-
N/A
9'
N/A
-
I
5- - LESS
7-
1.
1.
Ir
r
9'
1.
9"
1.
1 w
S-
N/A
N/A
N/A
r
N/A
41-
R/A
1.
N/A
I & 21
+55,0 -72.0
1.
r
7 1/2'
9"
1.
1 MOTION)
.5'-0' To r-g
+55.0 -72.0
!�A
>7'-r TO W-S*
WAR" ASA
memm
CAKIPA*kWOL"MMWWXMQ
APPIUCASUE TO
SECTIONS
Wy 0OM8 Anlo,
OF THEM
=Wlnn
-IN,
.1
Camzm
rALX-IM
mat
.49.2 -513
4
4 1/2'
2 (BOTTOM)
7--S' OR LESS
+52A -46.0
1.
4'
2 MOTTON)
?--6- OR LESS'
�7"
2 1/2" 2 1/2'
4' �mm�
31/2
2 (BOTTOM)
r-r OR LESS
-n
2 1/2 2
W/A
2
_O
.0 _;7
N/A 1
3-
.1
2i
TO I
mamum A"SA
IS:=
-0
4r-r
I xw
SCE ow I# NOW ANCHONS m a oftlow POP INS13"INIONS INTO no Mot NULOM
WOMAN ANCHOR VOCINIS AM WOMAN CM OWIANCC ARE 1NOCV0 ON IM ICHCOI FOR
IN
LIX Umx III NOWITO ON SOI MM ANCHOR WOOM fff MULIVILYING SPI
SHOWN am SCHOMAX NY INE FOLLOWING FACHORS. POR THIS OPERATION TO IS PONOLL
RECUSIC wom CPU= u� fA" SHILL HOT K UPS TWA umm SPI
FOR SAC" ANCHOR INK a Maim Low&
mom "Aff
1/4.
1 1/410
1/4'.
1/4'.
01"
oft I &PARIS P.)
3
3
s
3
P-4 ONO
1
3
31/0
3,A
4
ASK 9L Im mmo
.31
r . w.
4
3 viP
__j�
40 -1
LW
CODE
C^11D ONLY MR PANELS
AS I& SM104 I THRU 10. ON INSISTS 4.5 k 8)
WAWA *OCM PON LIL - 3 I/r
AXIL IRWIN
ponsm
R%ua
cw-)
UPCON
OF TOP -am
C"-w
Ammoomat nm" 0
KVC."t
SOLD MIT
m
1&
No coileg4alm
or Twu
VAINKIN PANIC.
um"
I* CONICIM
-
10
mmm
SLOCK
TO CONCIM
TO
COPICREIK
KOCH
m C"IM
To
CONORM
Km
TO CONORM
To
1LCCw
TO
sum
-C-
1.
N/A
-
N/A
N/A
N/A
N/A
or
N/A
N/A
N/A
I (TOP)
4-
N/A
N/A
1.
1.
1.
1.
r
Ir
N/A
N/A
I (owartm)
N/A
W/A
N/A
r
N/A
61
N/A
61
N/A
N/A
N/A
2(w)
N/A
W/A
N/A
N/A
3'
%/A
N/A
NIA
N/A
2 (BOTTOM)
+55.5. -72.0
1.
N/A
W/A
N/A
r
N/A
1.
N/A
N/A
N/A
X/A
3 A, 4 (TOP)
>r-s* to a,-r
OR LESS
1.
4.
N/A
N/A
el
5*
N/A
N/A
3 (BOTTOM)
N/A
N/A
N/A
N/A
6"
N/A
NIA
N/A
N/A
--
1 (TOP)
S*
4-
N/A
N/A
6,
N/A
N/A
4 & 7 (BOTTOM)
N/A
N/A
12 1/2-
6 1/4-
12 1/2*
6 1/4-
5 1/4-
6 1/4'
$1/4.
6 1/4-
N/A
5 (TOP/SOTTOM)
+90.0. -S"I
N/A
H/A
12 1/2-
5 1/4'
12 1/2'
1 6 1/4-
6 1/4'
6 1/4-
6 1/4-
6 1/4-
N/A
N/A
6 (IOP/801TOM)
>1r-r TO IV-2-
05.0. -72.0
N/A
N/A
61/4-
N/A
SI/4-
N/A
6 Ile
61/4-
5 1/4-
64/4-
m/A
N/A
6 (TOP/80I
>S'-r TO IV-2-
N/A
N/A
MIA
N/A
N/A
N/.
N/A
N/A
6 1/4'
6 1/4'
6 1/4'
6 1/4'
& 9. 10 (TOP)
443A -4&0
4-
N/A
N/A
N/A
N/A
- N/A
N/A
6.
4 1/4'
6 1/4'
a (sonam
OR UESS
S.
/A
N/A
N/A
K/A
N/A
--N/A
1.
1.
6 1/4-
6 1/4-
2 (9aff(IM)
12'--4 OR LESS
N/A
N/A
N/A
N/A
N/A
MIA
N/A
N/A
1/4-
61/4'
18 (BOTTOM)
ME MCM 106 11 00 12 MR MCNORS "K 4 SPACING FOR WO&LA"41 INTO WOOD MAW PASINS,
NORMAN mom SPOCINKIII, me WOMAN am PITI'mom AN woom am INS SCHIC)", Foot E.D. LM
THAN #man ON am=" ma INCHOM op"m IN, mutwLy" SANCINS SHOWN ON 11com" IV
THE roume FACTORS. MR Do ww" 1* 0 POSSIBLE. MMMO SPACING COW40 LOSING FACION
SHNILL NOT IS US& TIM MISSION SPACINO INOCIUM FOR EICK ANCHOR WK AT ANCHORS USIOM
m� In
WHOM
or 10-010,
W. NOW WAOM W
3
3
3
0.,
3
3
.-
ON
31/2
4
3,/w
am ma flu womm
FACTOR
I
1
2
M- PAM13L LKWH
WME 1)
wx
i :
I :,
-.
OW"o
Iwo&
--1, - 11- UNOTH
my Now 1)
WWI`
.4 WIN
maw
SOX
OF 'V
: . <D UI
; I
-=32
L"
VISITING WOOO "Low
ow WUD
/2
6 04
FOR W SEPWIVION
m Kim
ma LENM
0-
j
or
w
�JL
III O.c W/I 1/:
AL.
14-10 1-0060MAX PUS 2-.4- WCOC, 111 24
�t 4�, IT REQUIND) PIDIVIVATION AT
MOSIM Of PLAN
MID WIDTH OF' PLATE V4.6, LAO= 0
DIRECT MAI I ATM A� AT MOROI OF PLATE
1910 mu" 1' 'IN 0 NWALIATM IIIIIN
uEnw.
WILE 3/0-1- VAT 3/1-1-
JIM
1. INSIALLATIONIS FOR ALTERNATIVES &W. SIR A, IDW ONLY VAUD FOR
MJRDKW WITH A-S.D. DESIGN LOADS UP TO +43,L -4&0 P.S.f. AND
PANEVS LENGTH UP TD 12*-4*
L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE ND Z W/ SPECIFIC DENSITY Of 0.55 OR EQUAL.
It:== MCANMKa- I
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
0
CODE
1
:11
on
aw 0 12 Mr-C.
9
A
ERNATIVE I ALTERNATIVE
2
1
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ED
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ALTERNATIVE
WOOD FRAME CONDITIONS &
ANCHOR
i/4-0-as momwx HOWIE 0 04
PNMLWM PLAN 0 r 01=�Lr
THADOW PORTAVON TO
LOCATION
PU"t
"OR: SHLITTIN "MCKS NO BOO M QAMft
WALL MOUNTING I I
ALTERNATIVE I
COLD IN 11
1. UPALLaus APCZY
'w'"m oultawn WITH ASA otm LOAN LIP TO
-72A III LENOTH UP To W-W.
Pm ft. 3, W/
CN.= 10 K ftftII1XN
L FOR NEW NOW =,CC=rWXM
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r bm)L 307. 41117. WAS. 3* VAX
MIN. & IW/io OW/1% 7aps a Me/* I* mft
0 0 -----_ 0 _T 0 0-
MAX
PANEL LENGTH
:WHO (WE SCHEDULE)
w
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W wx WIS. U/14.
;1, WIN. @W/o Pow/19 a wo�
(SEE SECTIONS ON SHEETS 17. IS. it a 20)-
OPTION d2 FOR LIFE SAFETY STORM PANELa ELEVATION
SCALE 3/16--1- mal. w
SECTION A -A
SCALE 3/ir-l-
MAXIMUM A.S.O.
Max. PANEL LENGTH
MINIMUM SEPARATION
PANEL
DESIGN PRESSURE
RATING (P.S.f.)
L (tt.)
(SEE SECTIONS)
TO CLASS
1
CONDITM
1
+55.0, -72.0
a.-e.
1 2 3/4-
1 UNBDLTED
0 r at. I I
r
CD
loam
PANEL UEMOTH am
TKE NOTE I BDA" M_
PANOL LENGTH
so-AVow Cm "m I Sam"
W, VAN
m sclau 1/4 . w
ON to
-0,
D. j
x 313r Mo "U" 7 3r WIND
111 12 1/2- Oc.
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V4 -MAGNM N/ STUO)
In"A)
NAIND nomm
moom
OF PLATE OF PLATE
PLATE PLATIT
wau wu ml on- A, I ATM WAI t liagm mail I
at
SON1 3/B'- I ew, V,
1. MISNUATIM ARE ONLY MNUIP IN BUILDWO "M ALILD OLSON LOADS
I* TO .58,11, -?U PF AM FANEVS UDWIH UP 10
2� FOR MEw WOOD FRANC CONSTRUCTION, WOOD bOOM TO IS SOUTHEIN
PINE NO. 2. W1 SPECIFIC DENSIFTY OF 036 ON ONLIAL S11
V2.5OV (EFFECTIVE WOM
1/4'
Lou)
2. TYP.
01"CE so
_LwAL A 4LIr
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PA4m,s Do LOP
W1 HOACD MOL
1SOMETM V" DMIL A
ROUNDED CORNER 0 ENDS OF PANEVIT
END UP W1 HEMMED EM.
(N.13)
125'
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IT* LONG
00413-TIS Ak". ALLOY
I
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0
60"Nsm
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PAMIX LENGTH
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OF PLATE
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SCALE
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2.0 OCr
J' TR=
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6061-TS Akwn. ALLOY
REMSEQ "Ll" TRACK
2.OW
2"W(idox.) ALUM, AN=
KNLDM CODE
POLRw
on Mwmmcm`�
KOM ACQUIRED
INSTALLATION DETAILS FOR OPMON j#2 FOR LIFE SAFM STORM PANEL SYSTEM
IWO EXISTING POURED CONCRETE OR CONCRETE BLWK SMUCTURES
--r;TAPCON ANCHOPIS _-414' UPCON ANCINARS I I Tom SCHM
D.C. 1 0 r O.0
KOCK fAmump
1/4-
All
w 7
r
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CO..
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&=t4*S.S. " R1
a 12 11r O.C. (BEYOND)
3/3r WHO NUT r 0 3132' WING
0 12 I/a' O'C' (Kvmm
CHORS TAPOCk ANCHORS
-44. 1T/m2?oVNC"CR" w O.C.
ITUR) W/ OW) 0 4 I/S* O.C.
ED CONCRETE --loummm COISCAM L-..--P.OUFXD CONCRETE __mxm CONCRETE
kcitm ram ON CONCRETE BLOCK ON CONCRETE BLOCK on CONCRETE ftm
No "COURED INIOUND NEOLIM
Am Nuumm WALL 1110UNTM IMAIIAT1011 WALL WytMo MU"M WALL Macks- !IAIIATM
SumAm a
a Lim-mm 0 M+AML U&M PANFL
SCALE 3/r-I* SCALE 311r-I WALE 3/3'.1* SCALE 3,V- I'
q
4
sm ow 10 * w no me"m T"q a
Room TIRE
WPM
VACINS IN INSVILAININS Oft 0000
ml, moomt mrso 04
3
FRANK: viu*IL
WIMMUM ANCHON vmW11S me wmm
cK onvola AIR INDICATED 0. THIS
"woommor
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samu mm AND" WV=w MY
iaLrft"o Nam so" ON sm"111
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IN On MLON" WKM 10 1-
OPUMIXIM 70 INT POSMILL 111111111211
a .
WACHS OSWW= USKS FACM WALL HOT
K um RAN ~M SPF=o nomm
IN PC" Noce TM ON THIS Sam"
all
INSTALLATION
DETAILS FOR OPTION
INTO
#2 FOR
EXISTING WOOD
UFE SAFErY STORM PANEL SYSTEM
STRUCTURES
114-0 8 S' O.C.
X
HEADER
NEAW
x
ju"
1/4-
1/2 11/4'
I
,M 7
WOOD HEADER
OCCUPIED
. Ow
w WAS!
tow mom -
0. OW 10)
IRS Salmou"Ll -
PANEL LEMaTH
(SEE NOR I BELOW)
PANEL LENGTH
SEE mun I go."
ON am to)
CLASS
1/4. 0- 1�_
S.S.
Wzr",
J
21.41 WOOD--Vx 4_i_�
AtOLOW
Z16'# 3/32' WM NUT
IffiSHER & 6 1/4, D.C.
2w wow _PJAIK 3/32- WINKI NUT
+ 0 (INEYOW)
!14-l'O MVEZ 1
It 4
E
1114-10 PANaA%TE
0 6 tl4* 1.11
*1.*-N
MIN 1HREADED
AT miEvii Of PLATE
MIN. THMrAm.. AT "I'll
AT MQUIDTH OF PLATEE
WAILL 1092 M. 1 ATION
fil,
&*wpm
PPI. TQ
a JOB PANEL
SCALE 3/8-.1-
.........
E N T
SCALE 3/e*-1
\f,
FLORIDA BUILDING CODE (11119h Volmilly Nu
cons Zone)l
am
No 44167
WC_ 20 OAK GALVANIZED STEEL MM PANEL
rp
MAIN W.
1. INSTALLATIONS AM ONLY MILO FOR SIVA*= WIN A-S.D. CUM LOAN
To PSF AM PANEL'S LENGTH UP TO 9--r.
W/311
ur +56A -72.0
ATE
MTECTM PROW= Ut.
CALIECOom
3. MR NEW WOW FRAME CM67OXMW WOOD MEMBERS TO BE $WWI^
01%, OR
snw
7.pl
PINE NO. 2. wl SPECIFIC DENSM OF OM Oft MUAL
psi
35314
=ER - _.
CA-dowls n-1 an m-l"l
20-176
Opium
'L
*44) BY
w n
14
ON
milli
I
.-EVEN
111111
X
Rim
40 L.
MENOMINEE-
I' MwL T T __ - I'MRILl w - - 1. W.
cIr 3 -0 an 0 / an vo(D - 0 SIX so:v" am OCIT n
4 Ila— I I/T�
za - - 0 TO BE
fi:-:xaV
TYPICAL ELEVATION FOR SE IM =
TYPICAL
"mou Q!
E-2 wm(; Summ Pmn M
LNR%N WN00101=514
/4'ft� IMP
M_ do NJ Ip ItO M.. W-1
X N
v V-0-vto-0.0
SECT" R_
SECTICIN
MU 31Jr - V
Nw: WAS W - I*
E - Z HAND STORM PANEL SYSTEM CONSISTING OF PNOD. +
NOTES
TRACKS AT TOP & PANIELMATE PLUS OR le LONG
0). AMMM Or S"M 2M. E - 2 W14 STORM PANEL SYSTEM CONWTINC OF PANEL
ir-f BOTTOM W/ PANELMATM
C-4 TRACK$ TOP & BOTTOM,
(2). " PoLL ALukYS K CONNECTED 70 WrW TRACK OTHERme A STOP BAR
(2). END PANELS SHAILL ALWAYS WE 70 COMING SIU, WALL BY WAN OF
PANELMATES OR. IF USED TIV
'17 7141�
Z - 'L
' 04!j�
WE Top
(gD.= PROVIDED AT Of SUCH PANELS,
PANELS ARE Ile%
W:
$HALL SE CONNECTED 10
wm RUT on 14;;M3 INTO, T, AS
(3). DID I* SMALL CONSIST OF
.__ _ w THUMBSCREW
Y Z
,/j� UDMT1 HUY 47
Y . AT EITHER or TWO
DESCRIBED ON
(3). MR CASES WHEN END PANELS AM W/ AT
J=
EXTERIOR FLAT FLLAMOEI� OF 00 MAND.
BE PROVIDED At TOP OF C:� TO 81��IRACM S70P BAR
(mom Do PANELS ARE NOT
(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A 9110P SAR
a ONLY USED PANCIPS SHAU. ME CONNECTCD 70 BOTTOM TRACK
USINO SPECS =9 AOY.Lrm 130) ABOVE. IN SUCH CASE. CONNECTION OF PANELS
(4). FOR INSTALLATIONS WHION 000 PANS%S AND SOME INTERIOR PANELS ARE DIRECTLY
MOUNTED TO EXwm BILL WALL VLMEANS OF PANELMAXIL ONE NFERM PANEL
TO BOTTOM "A" WAY OCCUR AT ANY PAMEL LOCATION
MAY BE uam =&= V%.AT WITOM ATTACHING BOTTOM TRACK TO &ALL
TWO SHOWN ON 1"TION N:
(5), SEE SECTION 1'. 3' A, 4' ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 2& EDGE DISTANCE. FOR THIS Ew V
NOT NEED TO K CONNECTED 1. BY ANY INST.
SUCH ZT.A"CENT POINT LEFT a Raw SWE Of PANW HAVE
THEIR APS W.
40 X L.
Fmqxmon (I*)
INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCREn BLOCK STRUCTURES
V4-. TAPCOM ANCHORS -4 upcom mgmm
If a D.C. D.C.
POURIED CONCRETE POURED
OR'Naim VACR� OR NaMmer,
Ra rcl REOL"RED
MA..
T
114-10-0 PANELmAll W/
WOO NO
wj"",
REQUIRED
WALL MQN
2"AIM
0 NJLAR MPANKIL
wALr. vr-i'
IRS OW I 111 30 MA ANCHIM M
AVM "m
INVOINS FON*gMDtLATAM WID W=
"No "WWR
a
3
WAM9 SULOW
IS Im am= ON
SONVA" FOR Co. LM THAN WI=w ON
immu mm AHC"CR 11PACING rf
NWK"m WAMM so" ON samu
MAL sm OWN
now
IN 11HE mme wmft IN THIS
~KW TO BE POROUS. 111OLM
-
WACIMS a� Loan FACION IPALL MY
IS tm TWA Now" S"AO" wwo
MR VON AMCHIN ?I" am INS SCHENJUE
r
F-
IAV
.00
I/r
LD.0
-4:710`0 PANO.W71 PLUS W/
7 a
Z,;43/32* WINO NUT WASM
WALL MQW= IWAIIA
a LjFfEwM^AmrL
SCALE 311r-I"
I. E-Z HAM STORM PANEL DOW ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HOIS BEEN VERIFIED FOR COMKWJCC IN
ILI) MOM" EMBEDMENT OF TAPCON AN04ORS AND PAMNATE FEMALE 0 & PANELMIE " INTO CONCRETE
ACCOADIINCE WIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING WK.
KOCK SHAIL, K 1 1/4'.
DESIGN WIND LOAM WALL K DETERMINED AS PIER SECTION 1621) OF THE ABOVE MENTIONED OOOF�
0-2) MINIMUM OdNVADff OF 1/4'0 X 7/8* CALX-01 ANC BE IS 7/0' INTO CONCREM
FOR A M=,�S,=ILOCY WHERE THESE SH IS RE 0WAAAD AND
Wma U.
NO EMBEDMENT INTO ANY FINISH MATERIAL $NALL W=
FOR A is me sNALL NOT EXCUD THE MAMMUM ".0.)
A;W
US;Xhnn
1/4' 11-20 SS SIOCKALK SM75 USED SHALL K LONG CHOUGH(SWULD ANY FINISH MATERIAL Exmm To
DESKIN PRESSURE RATINGS INDICATED ON SHEM 25 111 26,
061" 3/4* INTO ANCHORS.
Of CADIER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7- If
SMALL SE FIRST REDUCED TO A.U. DESION WIND LO" BY MULTIPLYM THEM BY 0.6 IN ORDER TO
SA IN CASE THAT PRECAST SFOW 00 PRWAFT CONCRETE PANELS BE nxm ON THE vopm WALL
TO COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS IN111"TED ON SHEETS 25 A, 26.
AN04ORS SMALL K LORC D40UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. NODWORACIE
SHALL SE AS MENTIONED IN 0.1) AM 94 11.2).
IN ORDER TO VERITY THAT COMPONENTS AND AN04M ON THIS P LO. AS TESTCI) WERE NOT M" STRESSED, A 33X INCREASE
W ALLOWABLE STRESS FOR WOO I WAS UK USED 01 THEIR Zkvis. FAstimms SPAOW To WOOD HAS SEEN
DETERMINED IN ACCORDANCE WITH N.D.S, 2015.
(C) AN04M SHAU, WE INSTALLED FOLLOWINO ALL OF THE RECOMMENDATIONS NO SPECIFICATIOW OF THE ANCHOR'S
SMRM PANIEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1426 OF
k~ACTURER.
TO[ ABOVE MENTIONED CODE AS PER FENCSTIPATION TESTINC LABORATORY. W_ REPORI 1 2032. AS PROTOCOLS TAS-201.
It it SHALL BE THE ITIM01 THE== TO VERIFY THE SOUNDNESS Or THE STRUCTURE WERE SHUTTER
TAS-202 AND TAS-203.
IS TO BE Ar. OPER SHUTTER DULL ONLY SE ATTACHED TO COICRETE. BLOCK
2. THIS SYSTEM HAS DUN DESKINED TO BE INISTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENINO FROM THE
INSIDE USE OF A LADDER OR LIFT. THIS APPLICATION IS %" WHEN 44TIALLATOR 0 INTENDED 'TO BE PERFORMED
12. THE INSTALLATION CONTRACTOR IS To SEft4'WLX ALL SHUTTER COMPONENT EOM woc" REMAIN IN CONTINUOUS
FROM IT OF STRUCTURE.
CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTEIR TRAM ALL AACIUHO� FULL
1.0107H.
3. SERIES 1000 INSTAIALATION 6 APPLICABLE TO SOW A140 DOUIRI HUNG STYLE WINDOWS WHEN INSTALLATION 5 REOURED 70 K
PERFORMED FROM THE INSIDE Or STRUCTURE-
13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS ORAIVING PLUS MY BUKDINQ AND ZOMM
REGULATIONS P� BY THE JURISDICTION WHERE PERINI IS APPLIED TO.
4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AM DOUBLE HUNG AND HORMWAL SLDERS STYLE WINDOWS WHEIM
INSTALLATION 6 ACQUIRED TO SE PERFORMED FROM THE sea OF STRUCTURE.
14. ATRIUM WINDOWS AND DOOM INC. 9 - 2 HANO STORM PAWL Sygrom IS pgW pooM
5. ALL ALLADIUM DITRUSIONS TO SE GOS3-T6 ALWY AND TEMPER. (UNLESS OTHEIMSE NOTED)
13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED or M EMOM is *ENERIC No DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC PRIME=; Lc WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
S. ALL AUAMNJUM SHEET METAL USED AT CLOSURES SMALL "AVE 3105-HI4 AULOY.
(b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND MWALLATION! INCLUDING LIFE SAFETY OF
1. ALL STEEL SHEET METAL PANELS 04ALL HAVE STRUC� OUALFTY STOL ASTM A -SW OFIAN 50 Mi.. CALVAMED STEEL
THIS PRODUCT BASED ON THIS P . 1,D. PRONIOEO HEANHE DOES NOT DEVIATE FROM THE CoNcryon DETAILED ON
DESIGNATION W/FII- 56.5 kli (AFTER SKILLED).
INS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRA"'S RESPONSIBILITY
B. ALL SCREWS TO SE STAINLESS STEEL 304 OR .110 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
(c) THIS PRODUCT EVALUATION ODCUMENT WILL BE CONSIDERED SARUD if NCOFRD�
500111 W/ SO kol YIELD SfRDIM AND 90 Im TENSILE STRENGTH & SHALL COMPLY W/ FIAVOA BUILDING CODE SECTION 2411.3.3.4
(d) SITE SPECIFIC PROJECTS SMALL WE PREPARED BY A FLORIDA REGISTERED 040VMMR OR ARCHITECT WHICH WILL
9. BOLTS TO BE ASTM A-307 GALVANZED SIM OR AM 304 SERIES STAINLESS STEEL WITH 36 kill mMum YIELD STRENGTH.
KOOME THE ENGINEER Or " &is"
MR THE PROJECT AM WHO WILL SE R13P FOR THE
OF a=.)
USE OF THE P.E.O. ENONEER 01 ACTMIC AS A DELONED ENGINEER TO THE PZO. DONEER. SHALL
10. ANCHORS To WALL SmALL SE AS FOLLOWS,
SLOW TO THIS LATTER THE SITE SPECIFIC CARVINGS FOR WNW.
(A)
TOM P.E.O. SMALL BEAR THE DA71 AND CRIMINAL SEAL AND SJOWTURE OF THE PROFESSIONAL DICINIDER Or
1/4'0 TAPCON ANCHORS AS W"ACTURIDD NY I.T.W. SUILOEX. INIC. (MIN. re-3192 p�i)
RECORD THAT PREPARED IT,
/4 " 0 X 710* CALK -IN ANCHORS. AS MANUFACTURED BY DIEWALT INC. (MIN. VItll3000 tom.l.)
#14-10 PAINDLIMITE FtMALE 0 & PANIO.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT&
16- STORM PANEL ~ACTURM LABEL SHALL WE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAWL IN
(r"3=
_1IOED FOR EVENT OPENING.
P8,L)
LAMM TO COMPLY WITH SECTION 1709.91 OF THE FLORIDA BUWM CODE.
ALI) MININUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE 94ALL K 1 3/4' AND 2- FOR PANELMATIE
FEMALE 10 & PANELMATE PLIUL
A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALX-01 A40HOM WOU BE 15 7/6- INTO CONCRETE. NO EMBEDMENT INTO
ANY FINISH MATERIAL $HALL K PERMITTED.
1/4- 0-20 SS SOC*ALX DOLTS USED SMALL K LONO ENCKICH(SHN" ANY FINCSM MATERIAL VIIST) TO ENCACE 3/4'
INTO ANCHOR&
A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS SIT FOUND ON THE COSTING WALL OR
FLOOR. ANCHORS SMALL WE LONG END" TO REACH THE MAIN STRUCTURE KMI140 SUCH PANELS ANCHORACNE SMALL
K AS MENTINED IN &I) AND IN A.2).
%)r0EN
No. 44167
GQNC= IkOCK wm�
* * I
-_1/4- 0 TAPOON ANCHORS AS NAINUFACTURED BY I.T.W. SUILom INIC.
_. __ .:
FLORIDA BUILDING CODE (Ngh v rdoone
1/4' 0 X 7/Ir CALK -IN ANCHDRS, AS MANUFACTURED BY DEWILY INC. (f -1500 P�61)
- I 1 4-1 0 PANELMKYE FEMALE 0 AND PANCLMATE PLUS ANCHORS. AS WKWXTURM IFY MCCI CONSTRUCTION
20 "m G&Vmw sm STOW PANEL Oft
PRODUCTS (F-2071 P.$J.)
an
am 4 �x
7:�_
AM
allow w
SIR M.
w ovm
ANOW
am
INDIA"
WALL MQUNT= IMIL
4
$=a. 1/r - r
INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
PANEL (1) INTO POURED CONCRErE OR CONCRETE BLOCK
4
Iri
-4-
WALL AND DIRMT JWXMQ &W.
SLOW. I
naos mo =MG MUNTM ow RUR11--ffiff mommi jm
S ixim wig
EMON - 47
MOW P
SCALE 3/1.1"
cn
-cu
>
2
40
=
2
cu
0
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cn
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a
=
-0
cu
0
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ca.
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SHEET NO.
S H 1 .2�
"I
j, AlwhlAijouL � I j._,_ � __ A I �1' , 'k�. . - I _j
Sawhipf
-.=
I " xr-
1 -v6
1 -au -
+44.06 _75,3
70' OR LESS
2 9/le
I
SOLVED
I
V. y 10
ry 3116
+46A -70,3
70, an um
1 2 7/0'
1
1. -
-or
XW7,46:�
,MC IU� & WRIONUT AT OVERLAP a, 49M OF PANIM LENGTH
of
WARIM MCHM SPATIMI FOR L D. - 3 llr -
APPLW.W TO
SMTIM 0 a
COMBINATION
OF THEN
MIUMMU PAUL
umm
TAPOM
4AUX-01
PO4LUM nivAs 0
PLUS
COPCNM
M CONCINITE
, ,,,IBM
TO callcmm
SLOCIS
To comm
I'D =M
p SURTA
-75J
12'
_Jku_
MIA
12'
N/A
12'
N/A
12"
N/A
11 a V (10P)
70* OR LESS
IT'
3'*
1cr
1.
S*
a-
1.
4'
12'
3.
12,
S"
a'
r
N/A
N/A
N/A
N/A
N/A
N/A
t2 1/2-
it'
2. (WiTOM)
7'
N/A
a 1/2-
N/A
4 1/2-
M/A
4 1/2-
N/A
-
a . (TOP)
12"
M/A
Ir
R/A
9 1/2-
N/A
0 1/2-
N/A
X (BOTTOM)
12*
MIA
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N/A
12-
M/A
12-
N/A
I-
12'
12,
1 9 1/2'
12'
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12-
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a am SHIV Be no new" "PIT a SPACING FOR DWXAA" INTO am
RONNIE $ULM&
MINIMUM MICHOR VP=M NO WOW MOR MWM AM PIDICIFID ON THIS
SMMM FOR LOL LESS THAN 10"= ON SOMIDUM ANDUCIII ANCHOR SPACIM
IN VMYVLVM VACM BMW am SOMALI 2V THE FOLLOWING FACTORS 90
THIS OPUMOR To ME romp" WE= WINDOW GB%NM � FWW 94,11.1
ON K UISS THAN �A WACHS SITICAMED MR EACH ANCHOR TIM AT
mdam U11104.
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3
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M_
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(SCALE 1/2-1-)
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------2 3W -03'
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70
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TRAM ARM
INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL
INTO EXISTING WOOD STRUCTURES
'J (3) IWL 2*.0 MOD
WAM REOWM
MR FLAT OR ON EDGE
0 FA JR.
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PAINUMTE PLUS W
ALTER�� I "W
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SCALE 1/4--1.
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1. 04UAAATOM ARE ONLY VALID Mft SURAINGS Will A.S.D. D
_916011 LOADS
UP TO N.O. -7S.3 SO AMD PANELS LOOM UP To 5'-10.
2. FDA NEW WOW FRAME CONSTRUCTION. MOC MSWKAS TO K SOUTHERN
FINE no 2. W/ SPECIFIC DDWIY OF 0-55 Olt MAL
11111-16
AT TOP AS
LL:0NFpA?W.X , Sam ON
mm FOR Coidumism OF
TOP t BOTTOM WDUNIWOS CAN K COMBINED IN ANY
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lum PANEL LF16M 'L7 2 RFQ" STOM -P-IW/6, 2W/6, SW/7 III 4W/7
3 INSTALLATM INTO P01URM CONCREIL COWKIIE KJOCIK & WIOOD (t) r_3* MAY ANOMM (sar goaft" 3, MAX
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Swu EAMEL13 SIMOLIE PANELS n1 � AT EACH 6 0 T
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DIRECT mauum AT "CH DID0 , I
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TO PANELS 0OLYED PANELS I
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(SEE SECTIONS AS
3- MAX___� Ax
I* AN". i 2/4 1/4, 3/4. 4/5, 5/5 k 6/5
1*1W16, 2W/6, 3W/7 k AW/7
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REGULAR STORM PANEL III ELEVATION
Left' /4* No, GAP
Olk OARUNP -1 04M YAUJM 7;
I _�� I
SECTION A -A
Will.
(1) L+: IMAINSM ALLOWABLE PAND. LOOM FOR A GRADN POWTW AAA DESIGN LOAD.
L-, WAX AL� PAM LOOM FOR A GNIN MEDICINE A&D. 00" LOAD.
cv) PROCEDURE To WWROK UATMA LDI
000010 A POSITIVE ASA MM LIMA WtHkOK U#AWA PANEL LINVIN %+* FROM SCHEDULE
CATIM �=
AILr DEMN 30111A PAUL UMN *L-* FROM SOEPAL
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Laj,�
FINAL CCLArTO 'a ISIMMUS M"Namict Pain UORIFIN
BETWEEN 'L+' NO %-'�
(3) IM SCHBOARUE � FOR MIN. PMEL LEIVITH FOR POISON QUALOCATIT01.
I T ONPAUAT04 WIG WOOD ARE LOWED TO 1 0 P.-E MAIL A-10- ' PRESSURE RAW
t, 10 & 11 f0ft MAX. ASM. OUNIN LIMA & MAX. PANEL UDWHS FOR
.44167
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PROTECTION PRODUCTS. LLC
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.
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I
a
uvmam
IN" 11:
(C) !a
1. . PANEL SHIOWN ON FIRS DOCURNENT (PED.) HAS KEN VERWWD FOR COMPUAJJCE IN ACODRI]AkCE
IF/4401TAPWCON *tOlMOIS, AS MANWACTURED 01'�T
= W. WALDEX, MIC
WITH THE 2020 (7th EDITION) Of THE FWMCA W"M COM THIS VORM PAMM POLL NOT SE WSTALUED AT WON
014- TO PA4OMTE FIDMILE 0 AMD FAMIDAMME PLUS ANCHORS. AS MANLIFACtVAED BY ELCO CONSTRUCIM PRODUCTS
VELOCITY MILAIMICANE ZONNES (~-DADE / SROmRD COUNTIES).
1/4'0 LAC SCREWS PER
DESIGN WIND IONDS SMALL K DETERMINED AS PER SECTION 1609 OF THE ARM MEMnC*0EO CODE. FOR A BASIC WIND
7/Wo I 6/s" mw sustam, As Disrumm BY ALL Pope SCREW. q0tT & SPECIALTY ca.
SPEED AS REQUIRED BY THE JURISDICTION WHERE STOW PANEL YOU BE INSTALLED. NO NO A DBINECTIONAL" FACTOR
KO-0.83. WM ASCE 7-16 AND SMALL NO EXCEED THE MAXINUM (ASO.) DESIGN PRESSURE RhW3 INDCATED ON SHEETS
CJ) MINIMUM! THIRIADED PIENICIVIATION PRO WOOCI OF TAPCON ANCHORS SHAILL K 1 1/2* AND 2' FOR ELCO PAMILAMIZIE PLUS
3. 9 THRU 12 & 17, 1&
AND PAMEUMLE FEMALE 0
IN ORDER TO VERINY THE ABOVE COMINTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-16 9441 BE few
REDUCED TO AID' DESIGN PFESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THIVIE W/ MAX. (OLS-0)
C.2) MINIMUM THREADED POICTRATION Of LAC SCREW. INTO THE WOOD FRANC UNIT 94ALL K 1 1/2-. NO TWIREADED
DESIGN PRE55LM RATINGS WICXIED ON SHEETS 3. 9 1 2 & 17. 18.
PENETRATION INTO SPJODD SMALL K CONSIDERED AS PART Of THE MODURRED THREADED PENETRATION.
IN ORDER 'TO VERIFY T14AT ANC*fORS ON THIS P.E.D. AS TESM WERE NOT OVER 51 A 33X POCASASE IN ALLOWABLE
STMS MR WOO LOACT$ WAS SIn VSEQ IN THER AhkYsm FASTENERS SPACING TO WOOD NUS KEN IN
LAG WOOD SKILL BE AS INDICATED IN
ACCORDANCE WITH RDA. 2018.
WORM PANELS ADEQUACY "A IMPACT NO WIND REMSTANDE NIS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2 OF
C.4) WOAN PIENETRATION OF WOOD BUSHING K 6/8'. 1/4' 0-20 SCREWS USED $KILL K 1 1/2* LONG M94MUM
SKILL
THE ABOVE UP004ED CODE AS PER AMERICAN TEST LAB Or 50" FLORIDA 011700173 001114.01-01 AND 00219.02-00. AS
SHOULD STUCCO EXIST, NO I' MOWN FOR WALL$ Will NO STUCOD,
PER SSTD 1 2-901 A ASTU E 330-02 STANCIARDS. AND AMDUCAN TMTM LAB SOUTH FU)RIOA REPORT 111123,01-10 AS PER
TAS-201 AND US-203 PROTOCOL$. AND AS PER CAILCULATIONS PERFORMED IN ACCOROAPICE W/ SECTION IMM OF THE
C,S) IN CAW. THUS PRECAST SIGNS. 09 PRECAST CONCRETE PANELS. STUDDO OR WOW @CARDS K FOUND ON THE COSTRIC
WALL ANCHORS WALL BE LOW ENOUGH TO AEAICN THE MAIN SITRUCIURE BEHIND SUCH PANELS.
rLORft IRADW CODE
AMCMOPJGE SKILL BE AS MENTIONED Pf CA , C.2 J, C.4)
2. ALL ALUMWJM EXTRUSKM To BE WW-76 ALLOY AND TEMPER. (UNLESS OTHIERWISE HIM). SEE SHW 2
(0) AN04MS SHALL BE INSTALLED FOUDOW ALL OF THE RECOWA04DAlMS AND 3PtCFrAT"S OF THE ANCHOR'S MAMWACTURM
1 ALL ALUMINUM $HIM METAL USED AT CLOWJM SKILL HAW 3105-1414 ALLOY.
6. PANELS MAY AL90 K INSTALLED HORMOWALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEVION I THROUGH 0 m1ars 4
4. ALI STEEL 94EV METAL PANELS 94PLL "AVIE S"%)CTU1ML QUALITY STEEL ASTM A-053 ORACIE 80 WO". G-50 GALVANIZED
POO" 3) EXCEPT TW MEACIEWS 0 & (b SMALL NOT BE USED.
STEEI. DE90MATON W/FY- 92.2 hit (AFTER ROLLIVID).
0. IT SMALL Or THE RCM"DORM OF TIRE CONTRACTOR M VERIFY THE SOUNDNESS Or THE STRUCTURE WNIVIE SHUTTER 15 10 K
S. ALL SCREWS TO K 91WNLESS STEEL 304 Olt 316 USI SERIES OR CORROSION RESISTANT COATED CAMM STEEL AS PER ON
ATTACHED TO INSURE PROM ANICHORACE. THIS SHUTTER SIALL ONLY K ATTACHED TO CONCRETE. SLOCK Olt WOW TRANS
SMIS W/ 50 Ill YQD STRENGTH AMC 90 klfl TENSILE STRENGTH ANO SKILL COMPLY W/ FLORIDA SLALOM CODE SECTION
241 1.3 3.4
10. EACH RED" STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. Z 4, S. 6 AND ALTERNATIVES IW, 3W A 4W ON
SHEETS 4. 5, 6 A 7 AESKCTFVELY� 94ALL HAVE A LF08LE ANO REAMY VISNNX MAI INSTRUCTING 0040 OR TENANT TO
6 BOLTS TO IS ASTM A-307 GALVANM STTFL� OR AM 304 SERIES STAftESS STIEFL, WITH 36 W MOSMUM YMM STREMOTH
SECURE PANELS WITH APPLICABLE RENIFORCENOTIT DURING PERM OF HLOVIC.-INE WARNING
7. ANCHORS TO WALL $PAL K AS FULLOWS.
II. THE OWALLAnM CONTRACTOR 15 TO SEALAAQUX ALL SHUM COMPONENT EDQVS WHICHI REMAIN IN coNnNuous CONTACT *in
THE VkDM To PREVENT TRUG/RUM WITHUSION
IAI !1,11ISFINI
gf=
/4-0 UAFCON AMICIONS AS ~ACTURED BY I.T.W. SUILDEX, NC_ (Ifin. VC-3192 TISJ.)
12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRUM PLUS ANY HU"M AND ZONING REGULATIONS
1/4 * 0 1 7/0' CAU(-W ANCHORS. AS MANUFACTURED MY DIEVIALT W_
PROYM BY THE JLPPSWION WHERE KRMITT IS APPLIED To.
1/4.. . 3/4- SOUO-SET ANCHORIL AS OWMWM By ALL POW SCREW. SIOLT & SPECAL7Y 00
(min r3000 V.*A.)
13. (a) THYS PRODUCT EVALUATION DOCUMENT (P.".) PREPARED SIT THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE WORIWATM
f14-10 FANELMATE FIDIALE 0 A, PANCLUATE PLUS ANCHORIL AS MANUFACTURED BY ELOO CoMrs"WFIC" PRODUCTS.
FOR A SITE SPECOIC PROLIECT; L.. WHERE THE SITE CONDITIONS KVIATE FROM THE PAM
I/4'S ZAMAC MOM ANCHORS. AS MAJAMACTURED BY DENALT. INC,
(b) CONTRACTOR TO BE FESPOPISSILE FOR THE SELECTION. FURCHNIE AND INSTALLATION OCLLOK LIFE SAFETY Of INS PRODUCT
A.1) M"MUM EMBEGMENIFF OF TAPCON ANCHORS WITT FIGURED CONCRETE SMALL BE 1 3/4'; 2' FOR ELCO PANELMIATE AND
SAM ON THIS RED PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DOS DMAUINT.
CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPOMMUITY.
1 3/4- FOR ZAMAC WOLIN ANCHORS.
(c) INS PRODUCT EVAAATION DOCUMENT WILL K CONSIDERED WAUD W WIDOW".
A.2) CALK-N al SOUD-SET ANCHOR$ WALL SE EUNEDGED 7/60 INTO THE POLIFIED CONCRETE. NO EMBEDMENT 0111`0
STUCCO SMALL K PERUNITED. 1/4 * -20 SCREM USEZI SHALL 1/2' LONG WO" SHOULD SANOIO MUST.
='SCREWS
(0) SITE SPECIFIC PROJECTS POLL ME PREPARED BY A FLORIDA RECISTERED E"GWER OR ARCHITECT MUCH WILL INECONIE THE
AND I' W40M TOP WALLS WITH NO STUCCO. AND MAY IS OR ALL 7104ACED SCREWS W/O HEAD.
DONEER Of RECORD (E.O.R.) MR THE PRIMACY AND WHO WILL BE RESPONSIBLE FOR THE
SUIT *am TOM NMI
PROPER USE OF THE PAC 00044M OF RECORD. ACTING AS A DELEGATED ENGONEIR TO THE
P.ED, ENGMEFL SKILL SUBMIT 70 THIS LATTER THE SITE SPECIPC ORAVRAGS FOR REVIEW_
A.3) 90 CASE THAT PRECAST STONE. PRECAST CONCRETE PAMIELS, PAVERI STUCCO OR WOOD BOARDS SE FOUND ON THE
cxmnK WALL OR FLOOR. ANCHORS $KILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
(0) THIS P.E.M SMALL BEAR THE DATE AND DRISKILL SEAL Af* SIGNATURE Of THE PRWESS04AL
ANCHORAGE SMALL BE AS MENTIONET) iN A. I) NO IN A.2).
ENGINEER OF FWZM TNUIT PREPARED IT.
CONCRETE RIOCK
14. SHUTTER ~ACYUWA*S LABEL SKILL SE LOCATED ON A READILY VOW LOCATKW AT STORM
!1EXISTING
1/4: : TIPCOM ANCHORS AS MANUFACnM BY 1. Y. W. SULIDEX. INC.
PANEL SHMITER IN ACCORDANCE WITH SECTION 1709.9.2 OF FUNUDA BUILDING COME. ONE LASE
POLL IS PLACED FOR EVERY OPENING. LASELM TO COMPLY Will SECTION 1701.9.3 OF TIRE
1/4 w ?1Ir CALX--IN ANCHORS, AS MANUFACTURED BIT OFWALT, INC.
FILM" BUILD" Om.
1/4`0 X 3/4' SOW -SET ANCHORS, AS DISTRIBUTED Iff ALL POW SCREW. BOLT & SPECIALTY CO.
01�10 PANEL L FIEMAUE ID AND PAMELANTE PLUS ANCHOMS. AS MANUFACTURED BY aCO WITCH
MATTE
/4* 0 ZAMAC MAILIN ANCHORS. AS MANUFFACtURED BY DEVIALT, M
W I) MINIMUM EMWXVff OF TAPCON Al"IM, 10.00 AAMEUMTES AND ZAMAC NWUJJAN AANCHOR KID THE
% FLORIDA BUILDING CODE (Men High Valwity Z.W)l
KOCK UNIT WALL K 1 1/4'.
C011.
8.2) CALK-101 & &OUD-SET ANCHORS SMALL BE EMBEDDED 7/0- #00 THE CONCRETE Mj= UNIT. NO W,44
7 *a= MITI M 24 GAOIE OkVAMM SEM STORM PA#ft 01.
(WON &I
STUCCO SFAL BE PERMITTED 1/4' 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD DUST.
AMC I- MINIMW MR WILLS Wif� NO STLCC0 STATE
I L I E C 0 1 vs. QM& PROTECTION PWWM LLC-
0.3) IN CASE TMT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS K 4m" 91 S`NW
ORI IMMC M SA14
-
Etornsts WALL, AMC ORAS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHMID SUCH H.0c ""Noo-mi, M (WRIM-sir 20-175
"BE
ANCHORAGE SMALL 3 MEMTKM IN 9.1) AND IN 0.2). 4
DOWNS III:
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4.1 ! 1 ! SHOP I W Is
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r -rCW0WA'MW=k0MM
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CONCRUE OR CONCRETE BLOCK
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BLOCK
in
STRUCTURES
NFOU00.
RECLAIM
CONCRETE ANCHOR$
CONCRETE ANCHONS
(SEE soexxE ON
SHE[. 9 THROUGH 10)
(SEE am I
SHEETS I THROUCH 10)
F-4)
Exam POURAD
OONCKTIE Olt
CONCRETE Wigs- _4) 1 4
REQUOIDD
1/2' 1/4'
1/2- 1/4"
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MAN.
CONCRETE AMC""
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1 PANa LEWH
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I
(Bust
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nON
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EN
F BUILDING CODE (Mon High VolocRy Hu
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(SEE SO4EDM ON
NOTE FOR COMONAnM OF SECnONS:
TOP & BOTTOM MOUNIINGS CAN K
aust ILUM Wc_
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STATE CLOUL PROTECTM PRODUCTS, I.I.C.
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333%
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INFEALLATON.
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SCALE 1/4--l'
MAXIMUM A-9.0. DESIGN PRESSURE RATING (p.m.f.) AND CORRESIPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STOR PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
(VAUD ONLY FOR PANEL&NsTAuATKws As PER ALTERmai 1W THRU 4W. ON SHEETS 5 * 7)
MAX. AS&
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A MAX. PANEL LENIMS ARE ONLY VALID FOR INSTALLATIONS
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INSTALLATION DETAILS FOR LJFE SAFETY PANELm
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Ir
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Ir
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11 1/4'
12 1/2'
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10 i/r
7 11r
13'
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(TOP)
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is'
8 1/2'
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13'
Ir
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Ir
IV
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sr
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Ir
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1/4-16
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TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELnj SYSTEM (t)
�01 3
SECTION A -A
SCALE: 3/32'-1"
ENGINEERING
ENMINECRING EXPRIESE
PRODUCT EVALUATION REPORT
September IS, 2020
AppNoollon Mmober. 17M. I - R2
EX Prolact Number 20-31543
Product Manufacturer AN Ainedcon Ottiollows and Glass
Manubdww Address: 1640 Dennis Road
VAM Pakn Beach, FL 334M
Une M"Is Impact Restrant
Product Name Description: 249s Galvanized Steel Storm IS
Scop* of Evallbeftn:
TNs Product Eviduadon Report Is beft Issued In accordance with the of Me Florlcle
Depertnowd of Business Rod PfaboWW Regulation Ma BLAIdong ComirboNon) Rule Chapter
ISIG20-3.000, FAC.. for statewide acceptance, per MeMod 1(d). The product noted above has be"
hasted andlor evalushad as summerlsoodhoweln to show, cOmptance with #w Flarlds Bulefing Code
Saventh Edbon M") and it. for ft purpose Intended. at Wed equivalent to that requIrod by the Code.
ift IWItIft Code maNcallons or
PAO-WWLWOOn of du product sW be required followIng pardrund Flor
m1slors.
SubsewdlOng Dab:
PROpUff EVALMMN DOCLMEMM
N.
-5.
fA'M sheft I
FX dnRWmq 02&31543 Wed '24ge GalwonIzed 111sel 1136orm Panels OWHZ A Non4
prepared by EngInoong Express. signed & sealed by Frank Dowinardo. P. E. Is an Inho" part of Oft
EvWuskn Report
TEST REPOM
Uniform Book asuchind porlonswoos has been lowled In accordow" wb TAS 202 test Standards par out
report(s) NEIT-AW-11 7001 by B*chvdw Tm", Inc.
201 and TAS 203 raw standards per W reporks) NITASO-I 7-001 by BWckwoW Ta*V. Inc.
Large mewis - ressitersoo, and cycl1c leading perlormance hea been I In socordence wb ?AS
STRUCTURAL EMONNIURM CALCUIATNM
abuourai englotes" calculation have bow prepared w Ad waknote the product bmW an
comporsovot andlor rellonal arwilortols to quatly 2w blowk design ortleft:
1. Maximum Allowable 61pene
2. Minimum Allowable Spam
3. MInItrourn Glass Sepwaftn
4. Anchor Spacing
160 SW 121" AvaNue SUITE 206, DEERFIELD BEACH, FI.ofttDA 33442
(954) 154-0660 1 (866) 396-9999
To Am OENGINIVRIuGEXPRESS. CON
ERGINEIRINGEXPIIIISS.CON
-N."
1P
k
,L -1
;*!L4
141
4w
Alwimm
0
C, In`
2
LAST PANEL(D TO BE RIVALLED AT EACH OPENING SHALL ALWAYS BE
TO FACILITATE INSTALLATION IF WIEN=
I. BE DE OF STRUCTURE,
NOTES
0).
MrO
2000: E-Z HANG STORM PANEL SYSTEM
+ Cont. TRACKS TOP & BOTTOM.
(2). END PANELS SMALL ECTED 10 BOTTOM TRACK
OTHERWISE A STOP PROVIDED AT TOP OF SUCH
PANELS.
XVS-81CTIN
(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
-20.3/4' M.S. W/ 7/5*0.3/32" WING
SHALL CONSIST OF 1/4'0
NUT ORL =43/t� Min. THUMBSCREW KID TAPPED BOTTOM
N
TRACK. FAStOOM MAY BE AT EITHER OF TWO
FLAT
EXTERIOR nAwAs OF END PANEL.
TRACK (I... A STOP BAR IS ONLY USED AT TOP) AT V
(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
TWO
PAWLS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
INDICATED ON NOTE %,?DVE IN SUCH CASE. CONNECTION OF
PANELS TO BOTTOM MAT OCCUR AT ANY PANEL LOCATION.
t INSTALLATIONS ONLY VALID FOR WIND
17
SPEED UP TO 0 itt.p.h.
1
Hurricane
ENGINEERING
PW2of2
All American Sbutters and Giass - 24ga Galvanized SIDE! Storm Panda
No 33% Increase In allowroble stross hea been used In the design of Mho product,
Soperstm Imm glazing is not reatuired lor Wwb*o*m outside of wind zone 4 Rod essentlal I III ea.
Impact R"Istance.,
Large Impact Resistance has been deffwnWoWd a Iovidericed In previously blood test report(*), 04 Is
accou; led for In #w anglasswing deep of Mls product.
Wind Load RWSJ11nC@
TNII product has been desIgned to resial wind beft as Indicated in Use span schedule(s) on Ow
respecove Product Evokodw Document #.a. orqkwoft drewing).
Ins"Itation
Ttft Product thal be Ineftled In sbkg compbronos wan ft nespec"IMI Product EvokwMon Document I(LIC
en&*Oft &Dwft). along wNh @1 Components noted duoroln-
product componants IW be of the mMWW spoo4ed In that productle respeadve Product EValustion
Docurnerd 0.9. erghwering drooving).
Umftffons & Condftlow of U".
use of ft product shell be In Strict accordence whh ft respocOve Product Evokolon Docurnord 0.0
enonewhog drawlInIt) as noted hervin.
AN supporlIng host structstross sW be dralDwed to resist all suparlostposed leads &W alwal be of a material
Ided In Oft prodUCI`8 nospoNal" an&" Solhodule. Hood struCh" CorKINIOns Wheb We rot accasurded For
in ft products respocive, water actwedule sluall be designed W on a abe4pecift b" by a registered
AN CoNtponowas wlgd am pentrammest, ItatoglIed shroor be p rogeetat Corrosion, Contemanpoon. wwr
odw such at &N Virus.
Two product hu been alsolgred air use widdi and oulabdo, do No Velocky Zone O-PIAH�I.
RespecdUlly,
...... ........
Frank Bermardo, PE
EmawameERPmEsO
#PEOO46549 I Cert. Auth. 9985
160 SIN 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAM DENG tMIFIRINGENPRESS. CON
ENCIREIRI NGE XPRIESS. CON
VA/A/
X A,—
�LCOfw.11
F-1
1
COLDW11.091k KOUNT 002�_
te��:
In.
M., r')
/ , i . .__ . -
".4
i"..:: *1,
Llii214_7. 5111t,
" -,
_T
0�11.1-�4 CF:
I "
_. -1
1-1 r., 17-1 1
MAL.
4
oil
INSTALLATION DETAILS FOR
INTO POURED CONCRETE. CONCRETE
SERIES 2000 E-Z
BLOCK
HANG STORM PANEL
AND WOOD STRUCTURES
-0 IMPOOM
sLocx
_4�
_V4
No" 0 Ir mc,
1/4-41 TAPODII. e, 114.1- MEK HEAD TIK
ANCHOR 12 0.61 . Fr
KIM
wow WAM-.
rzoumm
_1140'NEX HEAD TIX
__�WOFIV,11'11110110
Em
9
9
1/4
"IN
II th,
-SEPARATION
"x*T"q TO CLASS. 3/16,0
ALUMINUM POP
--- SEPARA
To a
PCP
I RNU
-6)
V4_
W-W
VAX
IAL
r-w
MAX
4- pANEL LIsIGIN
A--
FARM. UNM is
I' LGI
TO GLASS. I
a.
a SEPAIMT0N
TO GLASS.
11
4'0-2ON2' 0, -V I
0
IT
I
I
i
11
M
I- _ J._.
2
TAPOON ANCHOR
D.C.
WOOD
ANCHOR 0 Ir D.C. ON
CONCRETE BLOCK
REQUIRED-
Rourm
SCAU 3/8-1-
wn
ALREDW11111 C2119
SCALE 3/8-1*
A.
....... ....
E %
rLo BUILDING CODE (Man High Velocity Nu
cons Zone)]
Am= IN. PANEL LENGTH
Is' BE 2'-B"
J* .4
TIL"Ift pit
24 QAOE GAILVANZED STEEL STM PANEL
FJ.
IRAN! IN,
I . INSTALLATION ARE ONLY VAUD FOR MAI(. A.S.D. DESIGN
PRESSURE RATING +/- 40.0 P,&.11. 0 j
PANEL LENGTH.
STATE
11019C 0 GLOUL PRMCTM PRODUCTS, I=. w/w/7"
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
MEMKft TO K SOUT14ERN PINE No 2. W/ SPECIFIC
.."Low...
........
TIOPIN
��J:jt
4m 1.0, 6 STREET
OAV-t r, 33314
WIN NOR, INNNins-764L M. re"Now-NIM
20-175
DENSITY OF 0.55 OR EQUAL
skew"
04-ow"19
NO -1.
am Is or 16
ALL AMERICAN SHUTTERS AND GLAS
S
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
WIDTH
UNLIM17TED
(PERA TO PANEL SPAN)
TOP MOUNT (CONN
TYPI
TYPE AS REQ'D)
SECTIONS
OPTIONAL 4�20 STITCH
/-BOLTS WITH WASHERED
WrNGNUTS FASTENED
OVERLAPS 0 MIDSPANIUS,
APPROPRIATE' SPAN tAOLIE)
PLAN VIEW
98 T_;_
I
9 90.156"
ME
MOM44CURT
(COMO TYPE A54 \ 1�
REQ'D) 110.391
0.375"1
MAY BE AT 7
a BOTTOM
/7'\ TYPICAL VERTICAL MOUNT ELEVATION
N.T.s. ELEVATION
TOP MOUNT
(CONN TY
As MCI (SPAN ADDY
E
TRucTION)
, �., A9,
r
(LOCATION MAY VARY)
TyPE
CN T.
AS REQ10)
BOTTOM MOUNT
(SPAN BELOW
TYPE AS REQ'D)
COSTRUCTION)
PANELS MAY BE NOTCHED AS MQUIRI'D.,
wIALA"-2DSTTTCH
BOLTS WITH WA"RED
PROVIDED I HAT CONNECTIONS AND
ANCHORS ARE USED WHICH SATISFY
'ASTENED 0
SPANS A90VE A, BELOW OBSTRUCTIO1
MIDSPAN (USE
! SPAN TABLE)
VERTICAL MOUNT
ELEVATION
/-2-N (NOTCHED PANELS)
N.T.S.
ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
mimmumsToRmPANI SEPARATKMFROMG"
(WHIL WINDZW*
4L& ESSENTIA.I. FACILITIES)
MAXIMUM
DESIGN
ALLOWABLE
WSTALLATIONSLM
INSTALLATIONS GREATER
PRESSM
uA1nN,O,)
THANWABOVEGRADE THAN 30'ABOVE GRAIN
-6.05
--------BOG 1.
2.161.
1 is--
130 .0 In
606M
2.16.
�
/-50
130A III
6D6M
2.16 1.
./45
ioww
SIX 1.
23S.
-140
031h.-
6" IN,
7S3.
6.11 in
612
2101.
WAN b(.MtUULt: NU I Lb:
1. ENTER SPAN SCHEDULES WITH NEGATIVE
DESIGN LOAD A PAM& FAST&#M SPACING TO
DETER141M MAXIMUM ALLOWABLE STORM PANEL
SPAN. SCHEDULE IS ACCEPTABLE MR USE WITH
POSTITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. "PANEL rA$tMW ARE STUDS USED IN
CON)UPICTION WITH ALL MOUNTING SMUS1014S
("r-TRACK. STUDDED ANGLE, LIM.). USE 6.25'
0
C. PANEL FASTENER SPACING TABLE VALUES FOR
ALL 1w- AND 'U'-MEADERS (INCLUDING BUILD OUT
CONDITIONS).
3. LINW I TERPOLATION SEMEN LOADS to
ACCEPTASU%== U59 NECT HIGHER LOAD.
GLASS SEPARATION NOTES:
LOAD TO DETERMINE
1. ENTER SPAN SCH03�M WITH POSUM DESM
MIMINUM ALLOWABLE SEPARATION FROM THE OPENING TO BE MU"RCM
2. SOMMU IS REQUIRED MOR USE WITH POSITIVE LOADS ONLY.
I
FITERACIATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
LOAD
�oot INSTALLATIONS wmDE OF TMe HvHz AND oursiDe OF ESSENTIAL
31
FACILITIES IN ASTIR WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPUUNG is RIMRO.
F4-F 91; W
L �;dww
MAXIMUM ALLOWABLE
DESIGN PRESSURES-.
AS NOTED IN DESIGNI
SCHEDULES
DESIGN NOTES:
POSITIVeah! T1,V,1TDES,1&MURfSCALrULAT1D
USE Tr
SS eM e DrERM N R
FOR
SEPARATEENGIN&RINGIN CCO NCIRITHE
PH M D CHAPTER
Lotter CODE SHALL BE LESS THAN
"I D
Mr. 1:0 out
PwUAL TO THE POSITIVE OR NEGATIVE DESIGN
URI CAPACITY VALUES LISTED MERMN FOR ANY
ASSEMBLY AS SHOWN.
GENERAL NOTES:
VISIT WALC.101315a
r.'j$f
WABLE SPAN SCHEDULE
TOP MOUNT
A J 1KA
!1k;A1KA
11IF7;
A IT F.'j
AVAIFA
U
Z
I
Vj
Z.',<
bi�p
00
%.A
as
X
-cc
20-32543 1
ACCV. MANIVII.
2. W SVANAA� ftNMI III UW- -11% �L UNGYPi 15 WATCR -10,0100 PON
1 IMN 100 NLL SAID00 NOLNIYS IN INGLA �. iNiNNIN WIN CLOILINIM, "t NOI
LIM
"NINILS HINIMN,I Y,4 OR CLOWN" PIN
S. MAY INNA A uW4 ONN I I 10' 0"'100, 740 NOTION
UMNOI .
RA
le
ADAWW
Us
`ANL"
INCI
0 It
(Commem M
WINNOW. 10
L
.4� A,
20-31!
woot NMtM,5
V.0"s IN" op&C,i
KNIAL �AACINT TO
JIMZ-
ecat" NNww
MNAL EGRESS PANEL DETAIL
IAI
M A FAsnNING
1-.2 250* 4" Dow,
0 2150
01730" Z
2 289"
4- 62s"
0125
TL%--P
71 - "_ A 30GA_
q T 'I
TYPI TYP _�i
.,094- .094"
L9301 1.930*
2? Wow
osoov TYP.
J1
r .000,
-WIP 250. - I =. i..
.MT. A .030- --J 2,000' l- I
RULO-VUY 'U` HINOIN &AMIL III.Count �H
VL_ &V_dS9L 'L,� Jill
3 380 MA 0313,
-1.51 1.5ww*L�_ _�Ji.360" 510 Q. D. 3 7M 0 376r.
1 1. ;!.§ I; S.
0,9, Lo r* 0-21w
14.0173' PANEL LENGTH- 1"F7 Los .1
OPT[ -r1T 5; 1
12.5W'PANEL COVERAGE 0.179. W.55" 0.19 0 35w
DOUCTION
P4� P a
2.
TYP
Typ.
P.
1ULD-WT'r TRW
01376"
W.
90
11 Omer"
LEO
DOMOM
1
=SED
0 F. tEXTENDID)
'OVERLAP ZS* MAN. gig
4- MAX COMIRCLMMPITASL
MAX. I%
w
LIJ
BUILD
L ii - .
Ej)
AN e
17�
U.-
eMED
-OVERLAP 1,6W
MAX.
1.500"
MIN,
-25" MAX.
I. Soo"
4* MAX. - MIN.
COMER CLO$kw MrAn
a EMBED
LP_A E -9 PIMA&
`
0 "a"
'All
a
MAN
ANCHOR SPACING SCHEDULE:
24 GAUGE PAWLS, PANELFASTINeRS 0 12.3- O.0
2.3' 21361! OrSTANCE
NUNCIN Olt
WAN UP To 01-0,
WON UP to V-1.
sw UP To I-r-34"
Goals TYPE
CI C2 C3 C4
CoNe Type
cs C2 C7 CA
coup 7yP9
C, C2 C3 C4
I-VIr CHOW
09WAIMULTRACON
:Co's 1*7tt
91.
11 0
10.2
Ce
Z
112.1'
0; 9.1
12.9"
to-
it
112.5, 16.6
0.1"
5.3"
11,13" at-
1.1;
=T
IL!rl
I a 10.211
2:, a- 9.3-
&6"
CIL
12,11, 14,01,
At 14.0"
&V
114"
C4
L4'
16.01 0.1,
16.01 81,
S.411
S.411
12.!P'
MW Ll"
5.41
12.5" 4'
0�1"
5.4'
13.5"
16.0' 91'
5.4" 1
1/0 is
0CWALTULTRA00111
5�
12
11.1"
2601 36,01,
167
It's,
t27
12,V'
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20.7"
P.
I
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H. .
12
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lCal it.0"
9.3
la,w,
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Cs,
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11.01,
9.31,
12.11,
116.01 1L.911
9.51,
N' 1 33
IK4 j.V. �"ff
41
46
it
* IkK ?Z
12.y'
15,0' 160'
16.0, 1&0"
10,17.
16'a
1Z.3" IGO'
15.7"
1.3.4"
131"
113.0' 14.11"
11,4"
i",
MCI-
1301112.9.114.011
ILL61110.811
12.31,
1116,0,12.5"
LOJ"
12 9
1 2
IC& 14.4"
1,
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IOB
12.5!
; 31
16.0, 12.5,10161.1
;3
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15: iff
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fl;
11:10 1
ILII:
12.3"
too, 311,01
IN-
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12,31,
10.01 15 31,
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16.0"
15.5"
11.2"
12"..
16.0, 15�3"
It.21
lu�
2.5* EWE
OtSTANICE
NO
732
1, 33
1 41
48
6.2
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12.9,
-
12.5"
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1 &5-
led- GA
13.7;;A;"
31
11 Is. a' 11"
11. 3:
4
CZ
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1,
6.23
9.7
it -
0.7" ILI
_ 3
rrw TAKIM; 44
411
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7&
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v
13.r &I-
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15,25" 111.?" 41 4 V 'I
GIs'
10.1" 4.1" C11" 1
6.25",
77i�
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6.25'.20.7 .. 4T. 4.01�
4,25"
10d' 4.1" 4.V
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Ia: jj�L - 70-
4,21-
10.7- 4.2" 4,r
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it
7
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12.5" t&Q" &V, ?.a--
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16.01 8.71 7 W.
It F.
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16.01 7.81 6.31,
2
1 .91
16,01, 9.7.
71 -
12.5111, 71-: 12..
034"
1&0' 7.7' 6.2"
12.9'
2 V:
11
2
7 7" 16.2'
.0:
!:-a, 7�7" &2'�
12.5"
12 1"
16.0. 7.7" 61"
JCW 7.7- 9,r
1/4-.1 111, IFIVID 3)
1.2.5"
IWO' C4'
1 11.0'
CIS" It.3" 4.4" 4.1"
tZJI"
10.3* 4.0" 3.7"
7F-ir
Ca.- 16. 3.3'
Try-
9.21' 3.15,
66.1 12 'w,
His PRRMkt
Typo (Post
CMKT"l
ta ca C4
CI Cl Q C4
33
41
1".
12.5"
16.01' 16,0"
10,91'
73"
12.7'
16.0' 16.0" 6.7"
1:2.91,
340 119:
or &Z.1r,
US 1.�
LCO oi-
12.3`1
111.0"Ics" 040*4
If .7,
16.0 ICO
7.51 12.51,
16.01,
14.7** 6.0'
125'
16.0" 14.7" 6.0"
125,
-
24.0r, M06
14 W 141 -
6.11� 12 IT,
AD' tZ.3-
1,16414
154-
A a
L4d?*o 600
mw
12rS1
16.0
1660M 1407t$ Can
It., I Iff CIIN&D 33
�O sciLli, 41
40
72
12.5"
14.0" 1&0"
10.1" 12.5"
Wit"
L2.2" 7,0"
12,F'
16.0' 10.6" 6.2"
L2.y-
26,0141.
at- II.F.
16.0--
9.7" 3.6'
12,91'
26.0' 9.7- 5.6"
12. sr:
tz's"
16.0' 11-0:
.&'111
16.01' Co..
Il, Y:
Tr
&Z.5'.
16,
.6.0
16.01,
9.6*1
32
2'
1215`1
1:- 9� S.
1
126.0" 9.61 S.6111
114'.1-2WEMOCA 33
C 41
TAP IUP *tFAS'
41
RN. it
71
4
T.+.F
GAY, 16101
1
Ia. -
12.5"
16.0-
Wall
1I.S.-
12.5"
i1fi.0" 10,2"attatog
TI.S.
1215"
11.5"
20071 11.4
14.01 WII,
to a, Oil-
12.
1251
22M,
W.Tow,
16.0*1
15,01.
9. 1
0
OIL"
CL11
12.9"
12.5"
.2 W.
16.0 911*
is.0 9.1
IN.@- .1:
'I--IF—
It
WOOD SUSHING 48
11
-"-F
-1TF
I
Trs"
IN,
1
FILEF
I
It's
r
4B
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12A' 11" CS"
11:
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12.1--
4.7--
6.23"
12.3' 4.7" 4.0-
L2.w
'1
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1
4,7" 41
1
1 0.27,
1.1- 4.1"1
4.
1 4(r
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12.3 4.7" 4.0-
A
NCHOR NOTES:
1 ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAX MUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRMU RES INDICATED
IN $PAN SCHEDULE SMALL APPLY,
2 EWER ANCHOR EDU LE EASED ON PANEL FASTENER SPACING, THE EXISTIM STRUCTURE
MAIERIAL, a ANCHOR51CFE. SELECT DESIGN LOAD GREATER THAN OR INQUALTO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTIRSPAWSELEM
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING OCINDITtON (SEE MOUNTING DETAILS ON
$MEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
3. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH All MOUNTING EXTRUSIONS
-TRACK, STUDDED ANGLE, ETC.). 05: 6.23"O.C. PANEL FASTENER SPACING TABLE VALUES PON
ALJ_"H*-AND'U*-HEADER (INCLUMNr UILOCUTCONDITTI S)L
SHALL BESIMSTALLED IN ACCORDANCE WrrHOMNANUFACMItERS'RMDMMgNDATTOW.
4 ANCHORS
S. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM COD k=.
6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
NCE
7. MINIM M EMBEDMENT AND EDGE DISTA EXCLUDES STUCCO, FOAM, 51UCX, AND OTHER WALL
FINISHES, V'J'ALL FINISHES SMALL lit LIMITED TO 1/4' MAX OR SHALL BE VFJUFT!D BY OTHERS 70
ADEQUATELY TRANSMM LOADS TO MOST STRUCTURE.
0. CONCRETE AN04ORS NOTED HEREIN SMALL BE EMBEDDED TO UNAAAMD CONCRETE ONLY.
9. WHERE 00STING STRUCTURE IS WOOD FRAMING, EXISTING CONOIT104S MAY VARY. FIELD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAPUNG MEMBERS, NOT PLYWOOD, FASM34G
TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
LOL WHERE ANCHORS FASTEN TO NARROW WE OF STUD FRAMPKI, FASTENER SMALL BE LOCATED IN
CENTER OF NOMINAL 2* IT 4" (NIN. STUD EDGE DISTANCE 16 ACCEPTABLE FOR WOOD
FRAMING). WOODSTUDSHALLBE WOO ERIN P4i* r-0.55 ORGREATER DENSITY. LAG SCREW
WTD.
"LL HAVE PHI LLIPS PAN HEAD OR HEX HPb.
11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL-POTNTS SOLID-SEr & BRASS CUSH Q.
L2. MACHENE SCREWS WALL HAVE 112- MINIPIUM ENGAGEMENT DIN THREADS INTO THE USE
ANCHOR AND MAY HAVE EITHER HEAD, TRUSS HEAD
PAN ;Do WAFER MEAD (SIDEWALK BOLT) WN.0
13, MMMUM"EDMENTANDAEDGEDroTANCEEXCW STUCOO OR OTHER WALL FINISHES.
14. DESIGNATES ANCHOR CONDITIONS WHICH AM NOT ACCEPTABLE USES.
DIRECT MOUNTING CONDITIONS.
LINEAR TNTERPOLATIONIS NOT PERMTTTEO FOR USE WITH THE ANCHOR SOM!DULES USTEDON
SMEET,
E2]
10
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El
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dc
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