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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd,
PowderRoom
ABV or Abv.
Above
FLR or Fir.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAD or Rad.
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 orA.H.U.
Air Handier Unit
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foott Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg,
Footing
REQID or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GIL
Fixed Glass
RM or Rm.
Room
BLIK or BLK.
Block
GALV or GaIv.
Galvanized
RND or Rnd.
Round
BLWorBLW.
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
IRS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SID or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BID or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG 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)
SIL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Specifications
CLG or CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce 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
"SUL r Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
or n
Interior
STO
St' ge
COMM or Comm.
Community
WALL KIWall
�NT
Kneewall
SW or S.W.
S' ir Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
S, them Yellow Pine
CONN or CONN.
Connection
LAU N or Lau n.
Laundry
TI3
Trwel Bar
CONT or Cont.
Continuous
LAV or Lay.
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 of Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBIL 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
DIED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WOW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
TypiGal
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
LINO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Varifiy Base
DV or D.V.
DryerVent
NTS or N.T.S.
Not to Scale
VERT or Van.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owners Entry
VL or V. L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof I 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
EQ
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
WOW HDR or WDIN. 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 Pit. Sh.
Plant Shelf
WIC or W.I. C.
Walk-in Closet
FDN or Fdn.
Foundation
PILT HT or Pit. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WIR
Water Proof(ing)
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 FRAME -WALK REVISIONS
12-27-17 3.0 2017 FBC UPDATES
05-20-19 3. 1 ELEV_ Al - REVISED BANDS BACK TO
ORIGINAL DESIGN I
08-27-19 3.2 ENG. REVIEW FOR 150-C MPH
09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA
05-14-20 3.4 ELEV. B REV. ENTRY PER M.K.
12-15-20 3.5 OVERHANG OVER SGD REV. TO 31
12-19-20 4.0 FBC 2020 CODE UPDATE
11-29-21 5.0 ADDED ELEV KLM PER C.M.
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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 MONO
7 ROOF FRAMING PLAN
8 LINTEL PLAN AND DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3M M 0 DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
WP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALINUMBERS
PA1.1 PRODUCTAPPROVAL NUMBERS
PA1.2 PRODUCTAPPROVALINUMBERS
PA1.3 PRODUCTAPPROVALINUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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HEADER SIZE
REMARKS
<e>(2)
- 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2XII 0 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVIL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 114"
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
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 4 X 25
S.H.
13
20X38J
18 4 X 37 J
S.H.
14
20 X 50 J
18 J X 50
S.H.
15
20 X 63
184X624
S.H.
16
20 X 72
1817 X 714
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
1113
27 1/4 X 38 J
26 x 37
S.H.
111-14
27 J X 50 J
26 x 50
S.H.
11-15
27 J X 63
26 X 62 1/2
S.H.
lH6
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36JX25 1/2
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37 J X 50 J
36 J X 50
S.H.
25
37 J X 63
36 4 X 62 1/2
S.H.
26
37 J X 72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
734WIDE
S.H.
32
54 X 26
52 4 X 25
S.H.
33
54 X 381
524X 371
S.H.
34
54 X 50J
52JX 50
S.H.
35
54 X 63
52 X 62
S.H.
36
54 X 72
52 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
(',Pninr:;I Kintp--,
R302.5 Dwelling/Garage Open ing/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bid. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
III, Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
o Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SIN SHEET SEE SN SHEET
PH
i
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
+29.7 / -39.7
WALL LEGEND
BEARING WALL
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AREA TABULATION 11131 11
LIVING 1555
LIVING TOTAL 1555
GARAGE 408
FRONT ENTRY 42
TOTAL AREA 2005
PATIO 24
INSULATION REQ.
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MUST VERIFY WITH THE
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GENERAL ELECTRICAL NOTES.
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
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
CODES AND THE LOCAL POWER CO.
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be 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 svrimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
F�
DUPLEX OUTLET ABOVE COUNTER
W.
WEATHERPROOF DUPLEX OUTLET
I—%-
PE5G F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I
pi -OF
HALF -SWITCHED DUPLEX OUTLET
L.,r,,h
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6.
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
Iwo
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
�0
PUSH BUTTON SWITCH (OPTIONAL)
F9
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
mpg
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
T
6�13
OPT. CEILING FAN
(9�31
(1) PHONE LINE, (1) DATA PORT
VERIFY METER
LOCATION WITH
BUILDER
PLUMBING RISER
NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS
BE VERIFIED WITH PLUMBER
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ATTIC VENTILATION CALCULATIONS - 131
Attic Ventilation
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
1/150 Rule Ridge
1/300 Rule Off -Ridge
space. The ventilating area may be reduced to 1/300 provided that at least 40%
(No Upper Ventilators Vent Amt
(Must Provide Upper Ventilators) Amt.
but no more than 50% of the required ventilation is provided in the upper portion of
Req.) (Ft.)
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
Total
(measured vertically) below the ridge or highest point of the space, with the
Ventilation
balance of the required ventilation provided by eave or cornice vents.
ATTIC Provided
SPACE Total SQ. SQ. FT. SQ. IN. of by Upper
—CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
SQ. FT.
SQ. N. of of ventilation to Ventilators
(Values to be verified with Manufacturer Specifications)
ventillation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev)
. OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
required soffit ventilation soffit by upper Ventilation Ventilation
* SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
needed required needed ventilators
0 STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
if not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -AIR (Shingle Roo� - 9 SQ. IN. OF NET FREE AREA / FT.
Main 1 22 2
(Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 9 (Linear Ft. of Deck -Air Needed)
Floor 1999 1919 274 960 69 480 606.0
(Zone 1) 330.0 276 . 0
-NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
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Residential
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SCALE: Y4"=1'-0'v_
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
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VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY C
r:rrl=rTlVr WIND PRESSURE AND SUCTION (PSF�
WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG
(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12]
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AREA ROOF 1 2e 2n 2r 3 3e 3r
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ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (2 Y16) or%2" EXP. 1 (3 3/16)
LL� 1V32" EXP. 102/16)
NOTE:
1. PER CODE ASTIVI F1667 RSRS-01 REFERENCE TO 8d (2 Ys" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAI\11Y32", SHEATHING SHALL BE FASTENED
WITH ASTIM 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 a=4ft
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 45 DEG.
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12)
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META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Old x 1 1/2% 8-1 Od
H
FGTR
4725
3400
wl (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HU AUNUK
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. 1(26) 10d x1-1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
IVGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 1 Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 112"
HUS28
2950/5090
---
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Old x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-112"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
W/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDG E-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Old x 1 1/2"
Spi 555 535 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET ARENS I
DROP HIP DETAIL.
(A)
OR 2 PLY
'ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
*FASTEN EACH IBI TRUSS WEB TO EACH 1A) TDHQQ Tr)D (-WODn rk/]=DVIMT�DC��Tlkl�-
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
(B
NAILS. FASTEN BOTTOM CHORD OF (8) 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 1 OR 2 PLY CARRIER—J —(A)--
INTERSECTIONS SPLICING / 2 x CONT LEDGER
To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
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Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. Ali lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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SCALE = N.T.S.
TYPE DESIGNATION
F = FILLED WlTH
GROUT / U = UNFILLED
R = RECESSED
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MATERIALS
f-TE-pre-cas-trintels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. 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
IN.
AT TOP
(1) REQ'D
CLEAR
ALTERNATE POWERS
STEEL LINTEL
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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)
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to 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 Intels prior to
applying the cementitiuos 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 @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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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 31 ST. 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
STRUCTURAL NOTES
1 . SPECIFICATIONS
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES,
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE STTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2,5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDIT10N (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 + WL
TOTAL DL + WIL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1. REINFORCING STEEL SHALL BE ASTM A615 I A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6. DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
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.
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
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
STRUCTURAL NOTES
4.3
4.4.
4.5
9&
4.7
4.8.
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA,
4. 2. 1 GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
CONCRETE MASONRY:
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
STRUCTURAL LUMBER:
4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER V8" THICK
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS : 8d = 0. 131 ", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 162".
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
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
SOIL ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems including all risers and
-0" of the building side wall.
spray hea s shall not be installed within 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra
etc., shall be made with permanent metal or plastic forms. Permanent 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 dilution. If rainfpIl occurs before vapor retarder placement,
retreatment is required.
9. FBC-Ul,3111
e V�J-�?Oncrete overpo r and mortar along the foundation perimeter
must re exterior so�l treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within 1'4' of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2. 1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS I ONALS'S HOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
KInTC-
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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plans and specifications contained within these
drawings comply with the 2020
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Residential
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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)
..-�. � rz
177-7-11k
....
...... 1. �, M> '1� r_
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WALL SHEATHING
STAPLES @ 6" O.C. VERT BETWEEN
A
16GAx 1 - 1 /2" LO N G (3/4"- 1
V CROWN) STAPLES @ 6"
STUDS (NOTED THUS:—) - OFFSET
O.C. VERT INTO STUDS
STAPLES BETWEEN STUDS AS SHOWN v
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH'
"ONLY APPLIES TO LENNAR TPA/JAX**
CORNER OF
HOME
GARAGE SIDE
101-011
TANK -LESS W/H
H C G
0 0 0
5'-O#v
C?
STUB -OUT FOR �
0
GAS METER 0
9
0
0 MEASUREMENTS ARE FROM FINISHED FLOOR
0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROLIGH 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'-9t'
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" 0. C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCI Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
2x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
FILL CELL STD. 900 HOOK BOND BEAM
F
LU
CONT. #5
STD. 900 BA
CONT. #5 R
i HOOK
BAR
"LL "LL*,-,
STD
'0 6K
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D >__�i,,�PLYWOOD FLOOR
SHEATHING PER PLAN
COLUMN AND
CONNECTION
< _��TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
---MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
-Y
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
Filler blocking 1/8" min. I Small gap 2" min.
2" max. 4" max. —W b g�
1/8" gap --e _nerrastenerSchedule-
Joist Bearing Location
Series _Depth End Intermediate
1 9-1/2" 2-8d 2-8d
N1
T BCI 5000S � 11-7/8" 2-8d 3-8d
_
_
14"
Clinch nails 9-1/��
1
0-
2-8d
2--8d
5-8d
2-8d
when
BCI 6000s L11-7/8"
2-8d
3-8d
possible BCI 650 OS& 14'
2 -8d
5-8d
16"
2-8d
6-8d
1)
Support back of web during nailing to prevent damage to
---
-7/8"
2-8d
3-8d
web -flange connection.
�1
BCI 60s8 14"
—2-8d
5-8d
2)
Block solid between joists for full length of span.
g t it
16"__
2-8d
6-8d
3)
Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener
11-7/81, _3-16d.
2" min. BC190sP 14-
I
3-16d
5-16d
4)
Place joists together and nail from each side with 2 rows of 1 Od nails
4" max --5-16d
"
--
required when indicated or
. 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
WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer 1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
w
consideration. Check
k
local building
code for appropriate
details in
One 10d box
areas=20 of high
or�20 sinler
lateral load.
nail each side
at bearing.
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
E
3" max
JOISTS OFFSET
L ou
'oc'
L_j
Whe
13/4
N.T.S.
Provide adequate bearing
Use 1 Odx3" nails at 6"o.c. for all joist
for each lapped joist. blocking panel *Non -stacking walls
10d nails require additional consideration.
Squash block
(2x4 minimum) SECTION @ INT. BRG. WALL
N.T.S.
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
joist
us
10(
�Lam LVL %or
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(see table below) (KNOCKOUT EXEMPTS) D
<
(see table below)
DO NOT cut, notch Joist hanger
or drill flanges
'sec
)tch\��
A ROUND HOLE MAY DO NOT CUT HOLES
6' 6" 6"
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE
CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7.1)/2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
SIMPSC
w/ (22)
NAILS I
5/81
THRU
BOLT
SIMPSC
w/ (22)'
NAILS I
R TRUSS
'OP PLATE
LC
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META1 2
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 10d nails.
.�Install tight to top flange.
Z SLEEVE THRU STEM
SEE PLAN FOR
4'
FOUNDATION INFO
STEM FOUNDATION
T
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250
lbs.
Install tight to top flange.
1/4"-2" gap —
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
nge
flange is laterally supported by joist ha r. doesn't meet
height
requirements
7. v,�
-0.6 X Joist
D depth
�z
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
--- (2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META1 2 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
REQUIRED)
w/ (18) 1 Od x 11/2"
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
0151 1 OA
X1 1 /2'
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
12" BELOW
GRADE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
4
PLUMBING LINE
PVC OR SCH40 SLEEVE
/� PVC OR SCH40 SLEEVE
PLUMBING LINE
..4
A
SEE FND. PLN.
SIZE & REINF.
In
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
4
4
SEE FND. PLN.
SIZE & REINF.
PVC OR SCH40 SLEEVE
PLUMBING LINE
Aq
(D -C
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
90
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V _2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" O.C. W/ (2) _\ 2� 1 V-0" (R302.1 1)
FOR UNDERLAYMENT 16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
r-
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" x W1.4
COMPONENTS TO BE IN ACCORDANCE 6 x 6 W1.4
w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER � t. . A - . '. . v -
SHINGLE ROOF, SHINGLES TO A
BE IN ACCORDANCE w/ ASTM
EE
I F� I I F—= F.
D7158-CLASS G or H, or ASTM ir
F-T, ME IF A ff7i
V flaii=,111
D3161-CLASS F, IN i�7 -
I /ri 11:
J:E
12 ACCORDANCE w/ TABLE -I L r�=
_Z:(TTYP') VARIES R905.2.6.1, FLORIDA BUILDING -71 111--1 11 11 V Jil-
:Y P 7-) CODE 7TH EDITION (2020) 8"' L I..
RESIDENTIAL
ROOF SHEATHING - SEE
INSULA LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G�
ELEV. VARIES4jk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � -qq I
5/8" OR 1/2" HIGH
ALUMINUM DRIP
IG
STRENGTH CEILING
DGE
/
0 R 5/8�
BOARD PER CODE (OR 5/8"
ALUMINUM FASCIA
ARAGE
GYP. TYPE "X" @ GARAGE
OM
W/A HABITABLE ROOM
1,
N.O. 2x SUB FASCIA
L
ABOVE) W/DRYWALL
'�-SEE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
VV
CEILING & 8" O.C. WALLS
8"x8"X16" KNOCK -OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T. HORIZONTAL
NAILER
8" C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
PE "S" MORTAR
ARCHITECTURAL
,-------FINISH
1x2 PTWD FURRING @24"O.C.--//
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
co
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W1 6X6
W
a-
/—NOTE:EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 61'
"FIBERMESH"
:
BE LOW GRADE
A l,'
&
Cl)
00
6 M I L VAPOR--/
z
BARRIER
I>
04
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN.
CLR.
(2) #5 REBAR CONT
ON 3" CHAIRS TYP.
V-4" (1 STORY)
STD. 90 NOOK (SEE
U.N.O.
4"
1'-8" (2 STORY)
DETAIL)
TYPICAL WALL ISECTION
rA
SCALE: 3/4" = V-0"
�3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS--\
BLOCK WALL BEYOND
14" O.H.D. RECESS
�-.:d. ..:4 =1 0?
T�'
--n
S E E A/S 3 0 R J /S 6 Lq-T �1: IF, F�LF,7
FOR REINF. INFO. 13" MIN. CLEARANCE
11'4" (11 STORY) / V-13" (11 STORY w/ DEPRESSED SLAB OPT.)
11 r 8" (2 STOR) )
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLTINFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (110) 1 Od NAILS
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ t JPI IFT ONLY
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
W
2x4 CONT7--"
GARAGE DEPTH VARIES
I I
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
_V117
7P7
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR V8" GYP. TYPE ")C@ 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.
TOP PLATE S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(112) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL ,,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-O" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
1- 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
2-0/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. U-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1.4
ELEV. 4-3 1
A.F. U_ 77—
I- A'
2� 1/2"(min.)
M;—:;;rl TTII 1.9, 1/ (m .4"
00 00
3 1/2"(min
LrMi M J 7 4'
(2) #5 CONT (2) #5 CONT. 5k
4" V-4 8" 4"
U.N.O. MIN. U.N.O.
TYPICAL BEARING WALL (,@ STEP (�b SHEARWALL I T t-'IUAL =ANINU VVALL �U_) Z) I Itt" cc
"SHEAR WALL"
SCALE: 3/4"=V-0"
Ilt". 11�
CIO,
95
—4-
1 11
-
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS@ 16" O/C
'0137"
0%N"
INSULATION PER FBC AND ENERGY
8" C.M.U.
FORM SUBMITTED WITH PERMIT
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10'4' (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
cli
LAYERS W/ TOTAL THICKNESS 7/8" OVER
"J"
5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
5/8"x6" BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
@ 24" O.C. VERT. OR
.j
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
(6) 1/4"x3 1/4" TAPCONS
6 x 6 W11.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
SPACED EVENLY
FIBERMESH
WEEP SCREED INSTALLED
BAR
2x P.T. PLATE
ASSUMED FINISHED
E
PER MFR INSTRUCTIONS
""-#3 OR #4 REINFORCING BAR
�GRADE
It, C. . . ]
. >
tj I I—L[ 1;:,=l
:2�
FINISH GRADE 60 2
GRADE 40 MIN. Fy= 740kkssiii]
#3 & #4 LAP SPLICE
Y= 60
25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy— 60ksi]
00
6 MIL VAPOR BARRI�'q__ -11
0?
#5 REINFORCING BAR R 17/8"
;2�
04
#5 LAP SPLICE
C14 COMP. SOIL. (COMPACTED TO --M— 'M T
95% MODIFIED PROCTOR ASTM
D 1557)
4" V4.
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION. SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"---, 4
A GRADE
00
EVI =_11=P IN"
q I 1=1 I I W5 B�R' w/ OPT.
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MIN.
TYPICAL THICKENED SLAB EDGE
SCALE: 3/4"=V-0" � S3
BLOCK WALL BEYOND
EXPANSION JOINT
13" O.H.D. RECESS
60
7EI I I I
-4
SEEA/S30RJ/S6— _ILFT-T �' �T_" F111 LIF
FOR REINF. INFO. 3" MIN. CLEARANCE
11'4' (11 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3
ADDITIONAL INFORMATION.
Cl)
1/2" GYP. BD.
P.T. 2x
2" HOLD GYP. BD.
1/2" FROM SLAB
01-01, 0 CONT. BEAD SEALA�
19K I
: A <
I INTERIOR
-3 1/2"
CONCRETE NAILS W 1 1/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
4d
0?
E
7_ LE T
co 6 K
BARRIER
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (110)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
< BOLTS 6" MAX FROM
L1j END OF 2" x PLATE
LU
L
LL!
SCALE: 3/4"=l'- S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
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SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4 !Z'!
WWF OR FIBERMESH
r_ell,i-Leign%al �__
(2) #5 CONT. -11 11F=9 F;--.tLF- I I-
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(TYP.)
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#6 LAP SPLICE
TYPICAL INTERIOR BEARING
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rF
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rG
SCALE: N.T.S.
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SCALE: 3/4"=V-0"
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ARIES
SEE PLAN
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x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
1 Od NAILS TO TR USS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX. x x
x
SEE PLAN FOR J4
CONNECTION INFO
A
TOP OF BEAM '4V
& LAYOUT DESIGN
(2) HTS20
SEE ROOF PLAN
FOR STRUCTURAL
A . A
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BEAM SIZE &
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MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6 --Z . I . - 8"
z
ATTACHED PER NAILING
FOR REINF. INFO.
co
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SEE PLAN FOR STRUCTURAL
SLAB INFORMATION
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COLUMN SIZE AND BASE
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CONNECTION INFO.
SLAB STEP & RECESS
(ED S.G.D. rM
SCALE: 3/4"=1 1-01, '\, �3
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
MASONRY WALL AND
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS
GARAGE
COLUMN TO PORCH SILL
AT 8" O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
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ATTACHMENTS
EXTEND FILL CELLS
TO FOUNDATION PAD
INSULATION PER CHART
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CONT. FOOTING STEEL
MAT REINFORCING.
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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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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION
SCREW OFF CAP (TI DIA
)
CONNECTION
DOUBLE 2x TOP
PLATE
.
FOR CLEAN -OUT
------2x DEAD WOOD @ M I D
PO I NT w/ (3) 12d MIN. EXTENSION FROM
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2"GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
WALL IS 1 1/2
MAXIMUM
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
j
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
---(2) 2x HEADER
PER PLAN
V,4RIE5 \\-2x BOTTOM PLATE W/(1) 10d @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL ri
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 W1 (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
__�POINT EVERY OTHER
S
STUD W/(3) 10d NAIL,
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) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
T
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KIS4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
Z SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
_
CL
TO DRAIN
-0 EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S.
�, �4
I
1STCOURSE 2NID 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.
TYPICAL SECTION THRU WINDOW � �B MASONRYLAYOUT
(2�
"4 SCALE: N.T.S. 1\ �4
7 5/81, 8"
7 5/81, 8" 7 5/81, 8"
KNOCK -OUT ----
BLOCK W/ (11 )#5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
1
4
�,�
11
4
1 � I
8" STD. 9d'HOOK -/8"-
L
/INTEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
R
[==-
R
EA
NOTES:
(DFILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
@ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
-
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
_j
Uj
>
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.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
'BOTTOM OF OUNTING B)
POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
10
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 SPIS FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.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
rop
iARAGE
lOOR
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.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
(1)
(2)
(1)
(2)
(1) LSTA30
(2)
(3)
(2)
(2)
(1) LSTA30
(3)
(4)
(2)
(4)
AE]
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
-
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
j '_LL'U" "L"'N
RtEQUIRED CONNIE
\—(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
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
11
'�'-2x STUDS TYP.
0
SIMPSON HTT4 TYP.
z
U.N.O. SEE N/S4
**
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
AT BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S. � �4
SIMPSON SIMPSON
SP2
SP4
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
12
(TYP.)
SEE ELEV.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIEZ�
SIMPSON SP2 W/ (12) 10d
NAILS AT EACH STUD
TRUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
BLOCKING W/ 2-16d TOE NAILS
a EACH END
C
L
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
SL CKING
Uj
O/C FIELD
2x TOP PLATE-/
U)
V2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24
(24" O.C. MAX) W/ MIN. 4" EMBEDMENT
LMAIN
O.C. MAX.
P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
SPAN
2x P.T. PLATE
FPROVIDE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR,
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
1 #5 VERT. IN CONC. FILLED CELL----- --i I
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE
NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR ST DS
W/ 1A I 16d TOENAILS
TO Y6P PLATE
NOTE:
3T BE BOTTO SPLIC
PLATE LENGTHS MU,' M
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
1\14�
F= 2240 LBS
SIMPSON
SIMPSON SP4
SP2
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S 1 FOR
ADDITIONAL DETAILS
RECESS
LINTEL
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSON
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL//"j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
- 1 Od NAILS @ 6"
STAGGERED
zi,
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)
33 (4565# SPF)
3 (5645# SPF)
3
(6970# SPF)
)S (9335# SPF)
N. 8'
PDXIED A.T.R.
I & NUT
'OXIED A.T.R.
t & NUT
OXIED A.T.R.
t & NUT
2X8 P.T. BOTTOM PrTE
'"J" BOLT @ 24" O.C. MAX.
5/8"x`10'
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON SIMPSON C
SIMPSON
SP4
SP2
SP4
"
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SjMpSON� SP4
RECESS
LINTEL SP4
2X8 P.T. BOTTOM
PLATE
E
918"x 10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
Ir"- 2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
518"X1 0" J-BOLTS
@ Z-10" O.C.
-MASONRY WALL
@
1 Od NAILS @ 6" O.C.
STAGGERED A
STAGGERED
TRANSOM FRAMING
0 BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" 101 PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
& 8" O/C FIELD
SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE
—PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 wl (12) 1Gd NAILS MASONRY--
SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C.
0-
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
T
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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othebestofthe ngineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Flodda Building Code -
Residential
7th Edition. Engineers signature and seal is only for
st
the ructural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAILw/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS,--\\
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5 BACKNAIL wl (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45' SEESTRUCTURAL 45*± Z
NOTES AND NAILING
2x4 CROI 3BRACE SCHEDULEFOR ,— 2x8 SYP#2 1" BRACE To
11 SHEATHING DETAIL V 2x4KICKER
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)—\\
MAX. 9"
UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX* I"
IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5
DETAIL I
Mrrr"%VA. 8 FROM
RIDGE FASTENED AT
@ 8.-0" O/C.
EXTEND AT LEAST 90% OF
DOUBLE TOP PLATE
2"x4" CROSS BRACE
EACHJOINTW/(3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
2X4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
-"L" BRACE TO EXTEND
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
1 &
SIMPSON H2.5A W/ (10) 8d
EACH JOINT w/ (3) 1 Od & (2) 1 Od
TOE NAILS @ EA. END
EACH JOINT W/ (3)
10d & (2) 10d TOE
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
2x8 P.T.
E TRUSS
EACH JOINT W/ (3) Od
(2)10d TOE NAILS @ EA.
FROM LEDGER TO
NAILS @ EA. END
GABLE TRUSS
SILL
1/2" CDX PLYWOOD v r-'
END
BLOCKING
2x FRAME WALL (SEE WALL
7/16" OSB SHEATHING
FINAILS
WALL BOJARD'
GYPSUM WALLBOARD
SECTION FOR SIZE & SPACING)
2X4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
ATTACHED W/ 10d
GABLE TRUSS
CDX P LYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
@ 6" O.C. EDGES
E FIRST
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
,,-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED W/ 10d NAILS
AND 12" O.C. FIELD
P BOTTOM
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
W/ 10d NAILS @ 6" O.C.
AND 12" O.C. FIELD
END TYP. TOP &
BOTTOM ATTACHED
O.C. FIELD
THROUGH CHORD
SLOPE OF ADJACENT SCISSOR TRUSS)
EDGES AND 12" O.C. FIELD
(2) 16d NAILS
W/ (2) 16d TOENAILS
- - - -
2x4 "T" ON TOP OF PANEL
2x4 "T" ON TOP OF PANEL BLOC
INTO 2"x6" P.T. PLATE
2"x6" P.T. SILL
2x4 PANEL BLOCKING @ 48" O�C� FOR'-\
NOTCH 1" BRACE HERE
2x BLOCKING
::vl I i 11
IN
If BLOCKING, FASTEN WITH
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
WEEPSCREED
[MOISTURE
1/2" x 8" "J" BOLT @ 48" O.C.
�NAILSAT
THE FIRST (4) ROWS OF TRUSSES
2X4 "T" ON TOP OF PANEL
1
1 Odx3" @ 4" O/C
@ 48" O.C.
INSTALLED PER MANUF.
WEEPSCREED FROM EA. END TYP. TOP & BOTTOM
BLOCKING, FASTEN WITH
SIMPSON HGA1 OKT W/ (4)
1/4"xl 1/2" SDS SCREWS TO
--A
BARRIER
SIMPSON META12 w/ (7) 10dxl 64"
INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS
1 Odx3" @ 4" O/C
TRUSS & (4) 1/4"x3" SDS
SCREWS TO PLATES AT 24" O.C.
-Cl
1/2"x8" "J" BOLT@ 32" O.C. MINIMUM 6" FROM _L'
_11/2"
_MT IN I<() RI ()rl(_
r) (' "AY vit/ RAIM A" PmRPnKAPMT IN Vr) RI Orl< -
SIMPSON SP2 w/ (12) 10d
2X4 BLOC KI --2x4'7" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W
10d NAILS @:4�'
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE 1" BRACING DETAIL_(a:)
SCALE: N . T.S. s5
2x4'7" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED ,---16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL TTL_"
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL,"" 6
SCALE: N.T.S. � S5
DIAPHRAGM
BLOCKING @
48" O/C GABLE TRUSS
TRUSS VERTICAL
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALT . ERNATE SIMPSON MSTAM24 W/ (7) 1 Od NAILS Ivivio 1 uric DMI"InlErN -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE
SLOPE OF ADJACENT TRUSS) FASTENED WITH (3
NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STUD WALL (SEE TYP. SEC.) 16d PER SIDE
S TRUSS VERTICAL WEB (24,, GABLE WEB SECTION (2 SECTION r3 SECTION r4
WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" "T" BRACE
TRAP MISSED VERTICAL SECTION ri SCISSOR GABLE
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. �5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. �, �5
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
MAX
REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
ON SHE ETS5FOR
IF >9" SEE 10/S5
X-BRACING, AND TOP
co
SEESTRUCTURAL
CHORD BLOCKING
;o
NOTES AND NAILING
X
INFORMATION
SCHEDULE FOR
Ix
9111,
SHEATHING DETAIL
BACKNAILw/—/
ill
2,
17.
(2) 16d NAILS
—;7—WOODTRUSSES
60
00
2"x4" CROSS BRACE
APPROX, I" FROM
RAT RUN BRACING
RIDGE FASTENED AT
1" BRACE TO EXTEND
,,,,,-2x4
AT 24" O.C. ON TOP OF
EACH JO I NT w/ (3)
AT LEAST 90% OF WEB
'Z
BOTT. CHORD FOR 4
TRUSS SPANS
10d & (2) 10d TOE
NAILS @ EA. END
LENGTH (SEE TABLE)
TRUSS
ATTACHED W/ 2 - 16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
/r-GABLE
//-1/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
SIMPSON HGAM10KTA
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 41" O/C FOR THE
(2) 16d NAILS
W/ 1 Od NAILS @ 6" O.C.
W/
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
E
ES AND 12" O.C. FIELD
O/C w/ (2) 16d
TRUSSES FROM EA.
(4) 1/4"xl 1/2" SDS
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
//—JACK TRUSS
SCREWS
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
/ SEE PLAN FOR
TO BLOCKING & (4)
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
/--7��__CONNECTION
1/4"x2 3/4"
1
TITEN TO CMU
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
2x4 "T" ON TOP OF PANEL--,/
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING W/
(2)12dTOENAILS
NON - LOAD BEARING
LOCATION �D
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
SECTION 9 17-- F
SEE TYP. WALL SECTION FOR
SCALE: 3/4" = V-0"
ADDITIONAL INFORMATION.
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
12"
�SH SCHEDULE
,TTACHMENT
? SYP BLK'G @ 16" O.C.
i x 0.131"
AILS EA, SIDE
. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ("l 0
SCALE: N.T.S. '\ �5
1 GABLE TRUSS
S5
"L" BRACE W/ 1 Od @ 4" 0. C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX. AND LOCATION)
S5
S5
I \-CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
SCALE: N.T.S. 1\ �'
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES 6" OVERLAP
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rM
SCALE: N.T.S. � S5
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
_rni 1111r-C,
1/4"xl 1/2" SDS SCREWS To
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
- 1-1
z
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - 31-0"
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
I
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=l'-O"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
61 M HZSUN 61`2 W/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
oilM
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
Z80TTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
L
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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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 Edifion.
Engineers signature and seal is only for
the structural engineering
portions of the drawing pages bearing
Engineers
signature and seal.
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1x4 1/2" DRYWALL
'X4. U
DOOR JAMB (REFER 1x4
1/2" DRYWALL
DOOR JAMB (REFER
1x4
F 1/2" DRYWALL
DOOR JAMB (REFER
T
P.T.
TO PRODUCT
TO PRODUCT
TO PRODUCT
4
APPROVAL FOR CONN.
)Nt�
APPROVAL FOR CONN.
_\_1 x4
APPROVAL FOR CONN.
X 4
I
*-7
x4 P.T.
3/16"0 X 3" LONG
E
FURRING
3-1/4" LONG X 3/1,61-0
�
FURRING
TAPCONS
FURRING
-
(2) ROWS 3/16" x 3 1/2"'
TAPCON. INTO
STAGGERED @ 16"
8,
TAPCON @ 161, O.C. 4"
L1_
2X8
BLOCK@ SPACING
1
DETAIL
1x8
O.C. 2-ROWS INTO
P.T.
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211
DETAIL
1x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. a 1x8 P.T.
STAGGERED @ 12" O.C.
1 x 4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. a 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN.
N.
X,
1x4
1/2"DI
1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F_
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
N.:j
2x8 P.T. w/ (2) ROWS 3/16"
6"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. a 4" FROM EACH
1x4
F]
TAPCON @ 16" O.C. 8.
_F2x8
DIST.
END wl MIN. 2" EDGE DIST.
FURRIN(
4" FROM EACH END w/
P.T.
W/
ATTACH SECOND PLY w/
2x P.T. AS REQ'D
MIN. 2"EDGE DIST.
(2) ROWS 1 Odx3"
2x8
MC:TAII
I 1AII ME:TAII
STAGGERED @ 12" O.C.
ei-v,411 nPTA11
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
EMBEDMENT INTO BLK.)
1/4" MAX
2'-
1 X 4 FURRING
it
SOLID BLKG. AT TOP BTWN.
BLOCK HEADER
ARCH BLKG. & BUCK
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL
NT 0
(4) 10d NAILS INTO
BRACE(S)
LK G.
2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK
N
1OLEIN O.S. B. FOR
ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) L____ - :::
POLY -CELL IN THIS AREA
CELL IN TH IS AREA
Z J_
1
BACKSIDE TO FIT ARCH
10d NAILS INTO 2 X 8
(4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS
ACE/ BLKG.
BRACE/BLKG.
INSTALL WDW. SCREW ANCHOR-/
A17A A
llrTw () I I I n_n Im n.Qn
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A
PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
�s
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
\_ PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
/4" MAX EMBEDMENT INT
O�\ 2'-0" 8"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK I
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
P ROVIDE 2 x 8 DIAG. BRACE B
VERT, BRACES WHEN HGT. OT'��
F
!0
BRACE EXCEEDS 24"
S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B-B
ARCH DETAIL rK
SCALE: N.T.S.
11 �S
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/
TAPCON AT EA. SIDE (3)
12d NAILS
BUCK - (1) WITHIN 4"
ARCH
MIN. OF START OF
START OF ARC
4'MAX. RAD.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
1
#5 REB,
(TYR)
STD. 90
HOOK (-I
L,
Lr/
m��L
L ±5A
NOTCH WEB AT
L\ FIRST 2 COURSI
...... -,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE LL
(5) 12d NAILS SIMPSON
2X6 TO 2X4 H2.5A W/ (10)
8d NAILS
Y_/
#2 SYP @ 24" O.C.
JACK TRUSS PROVIDED B
00" TRUSS COMPANY OR 2X4 v
4'-0" MAX SEE PLAN
2
X4 SYP #2 CONT
(MATCH TRUSS DEPTH
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)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
e—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
'0
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6"' MIN. LLAAP
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.
<S,EALANT
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
__�GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 IMPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
.
WOOD
IF TRUSSES USED) W/ (2) #6 X 4Y2'
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\1 �s
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W M, AT PERIMETER
WHERE THIS CONDITION
OCCURS
#5 CONT. TOP & MID
WITH MIN. 3" COVER 6-0"
-F.
t. [>
k
t.
GRADE
A'
7
C14
Cl)
2�
C-4
(2) #5 REBAR. (1 -STORY)
(3) #5 REBAR. (2-STORY)
16" MIN. (1-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
-M
m
M M., M
M
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
*41** DO NOT DO THIS
41#*
�R 41#
4%
4%
YP.)
<
Ej I_
11
±Z- I i
40#
rHE
�S
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
#5 REBAR (TYP)
#**
2reD. 90- HOOK (TYP.)
SCALE: N.T.S.
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
BRG WALL TYPE
PER PLAN 1-3/4" TRIM PAINTED
SS NAIL w/ 5/16" HEAD
F CHANNEL,
DIA. @ 24" O.C.
FASTENED PER
2 BELOW L CONT VENTED OR SOLID SOFFIT
NOTE
CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS
F01
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.*
++
7'/.Y
+
+
+
+
+
+
+ +
+
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL--/
SCHED.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
i +
REQUIREDTO
+
+ SUPPORT SOFFIT
"L T Vv,
+
CENTER SOFFIT
PRECAST LINTEL
%
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0')
SECTION @ ROOF EXTENSION rM
SCALE: 3/4" = V-0"
SS
SIMPSON HTT4W/(18) 10d x I -qPP -qHF=PT n)Amn
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDW/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE3,
cr_
z
0
co
<
M
Lj_
0
U-1
<
U)
/---ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W1 8d @ 4"
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
B (d FIRST COURSE
P
KTA @
"
.
.
w/ (4) 1/411/2" SDS SCREWS
1%, INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD�
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL 1 st 4 COURSES
SOLID W/GROUT
7
FOR OVERHANGS BETWEEN OVER 1 112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRLICTIONS.�
0
Ilk
L__�. -
A
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 112"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
SCALE: N.T.S.—
Aff"If INISH FLOW
%
I
A
b
>
A
#5BAR
V 16 CENTERED W/
9 (Or,
. . *0 C:)
KNOCKOUT/
IN TOP
CHAIR BLOCK
MONO FOOT
SIZE AND REINF. PER PLAN A
ING
AND SECTION DETAILS
DIRT
CLEAN FILL
--STANDARD
99 HOOK 04
#5 BAR IN
.1, , I" 'I . I
FILLED CELL
Lb-
TING SIZE AND
STEMWALL FOO "*
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
EXISTING FOOTING rA SECTION
SCALE: N.T.S.
I\Jj
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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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
Flodda Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NA LED
w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE I
T LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0
O.C. MAXIMUM.
2d
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 1
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS CB
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) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CO�
T & B CF
WOOD
TRUSS
SEE ROOF
E ZJ1
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
�'A
G.T. .1p
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER HIP
SIDE OR BOTH IF REQ'D) VG.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
* * 2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ Z-10"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 K-3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZI
& ADDITIONAL INF(
)IMPSON HUC410 w/
6d INTO HEADER &
Od INTO BEAM - SEE
�OOF PLAN FOR MOI
'4FO
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
7/16" OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR]
REQ'D ONLY WHEN COLUMN SIZE & BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B. OPTION C.
_'N�
COMMON BM. TO POST ATTACHMENT rA
(2) 2x8 #2 SYP wj
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 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
BEAM @ RAISED ENTRY
MASONRY WALL
r4
SCALE:NTS
kSEE PLAN I,
FOR CANT.]
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE:NTS
SCALE: 3/4"=1'-0"
ju
MIDDLE
CENTER OF POST
BM. SPLICE OVER
EXTERIOR
ATTACHED
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL ENTRY FRONT WALL
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL
EACH TRUSS TO NAILER
W/ (3) 1 Od
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SCALE: NTS
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SIMPSON LUS26 W/ (8) 10d 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.
2X10 #2 SYP CONT. LEDGER W/ (3)
VERIFY WITH PLAN FOR
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
w/ SIMPSON SP1 w/ (10) 1 Old
SEE 1/S5 FOR
ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON
VALLEY TRUSS
8d NAILS AT
NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP
INFO.
2x4 #2 SPF BRACING @ 4" O.C.
EXTERIOR SHEATHING INFO.
16" O.C. W1 (4) 12d
—4— COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS
�� TIz�
PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES
1
STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL
GABLE
ATTACHED PER NAILING LOW ROOFIWAL STUD)
BOTTOM CHORD PLATE MORE INFO. TRUSS N
SCHEDULE SHEATHING ATTACHE
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
dkVARIES SEE PLAN
VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/
ROOF SLOPE
SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x
(22) 10d NAILS OR (2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C.
WOOD WALL—\ MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING
OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM
�OOD
IG
16" O.C. W/ EXTERIOR 1-0 FLOOR GIRDER TOM
SEE PLAN 16d COMMONS
Ilk SHEATHING ATTACHED BELOW @ 16" O.C.
NAILS EACH 4
PER NAILING SCHEDULE & Y WALL BELOW: SIMPSON
STUD TYP. T&B MASONR PLYWOOD
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
(3) 12d TOENAILS TO >< FLOORING
SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
TRUSS OR TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/
ROOF SYSTEM SEE TRUSS PLAN ><
(24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C.
MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER T
TO GABLE TRUSS LOW ROOF TRUSS W FLOOR G.T.
W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER
MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
16" O.C. MAX. SIMPSON LUS24-2 W/ (16)
PLAN FOR MORE SEE ROOF PLAN EXTENSION SEE TRUSS
INFO. tr FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END
SHEAR TRANSFER SECTION @ FLOOR CONNECTIONS TO G.T.
SECTION AT HIP GABLE BUMP OUTr39'�
r2 2
EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION SECTION
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS
DETAILS & SECTIONS
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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 Edifion. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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HESE DETAILS ARE GENERIC AND
AEANT TO SHOW GENERAL FLASHING
I\ND WATERPROOFING METHODS TO
3E USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOW BUCK TO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
2) SEALANT JOINT
DM
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
E
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND To
WINDOW FRAME
MASONRY-----___
ATTACHED
PER CODE
ED SEALANT
6) TOOLED SEALANT
REQUIREMENTS
IDGING
BEAD BRIDGING
N�G A�NDINDOW
LADDING AND WINDOW
C W
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
-
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WEATHER V
RESISITIVE
BARRIER WOOD FRAME CONSTR.
TAPE EXTERIOR SELF -ADHERED FLASHIN
3 SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure weather
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
DO NO'
BOTTO
FLANG
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
# in each detail that corresponds to the
Refer to the number marked asE)
numbered items in the list of instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (16" 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
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT
SLOPED MUD BED
4
VINYL SHOWER PAN
H,
1---A -
SJ-OPE
4
<1
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING I
\SHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
,N
I
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING -
§2 SEAL TOPS OF JOISTS
I UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
E
SELF-ADHEP
AM
(D
V-4" PER PLAN
V-0" PER PLAN
--
SHOWER SEAT
<
SELF-ADHERED FLASHING
OUTSIDE CORNER
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DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
3/4"-1 "BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
PROOF CAULKING CEMT. FIN.
draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
W I rR E LAT 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
FLASHING REQUIREMENTS
.
,
-
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
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
2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
G
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
ills C EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 10 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
FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING, SEE FLASHING SELF -ADHERED FLASHING---,, -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
shingle
FLANGED WINDOW
(SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's 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
SELF -ADHERED FLASHING, (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
RELEASE PAPER TO EXPOSE
EXTEND A MINIMUM 6"
ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
4
I I 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
7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
<>
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
INSIDE CORNER ITA 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAfWDMA 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
Low stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
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 qutters.
:LF-ADHERED FLASHING
�TCH
HERED FLASHING
1
2
4
5
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SFLATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFF IT/CANT[ LEVER
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, DENSGILASS
6TER STOP
NITINUOUS BACKER ROD
EALANT
AENTITIOUS 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
1 st floor
7/8" Cement Plaster
ASTMC926
in accordance with
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
LZ
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/0"'N WEEP SCREED DETAIL
SCALE: NOT TO SCALE
in accordance with
ASTMC926
7/8" Cement Plaster
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
buttjoints need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engineees knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
An Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineer's
signature and sea].
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6
sinart ntMd*I$M540-570
Wood WWI Insulated Flood Vent
1 201 12 23
Y.
Y.
N�A
-100 1DO
I
S_ dvan Mod,101540-5,4
14 5&wd Garage O� Fl� Vwt
1 213112023
yes
as
NIA
N)A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel at 1
1114W21
Florida Department of Business & Professional Regulation
Page 2 di
Building Codes and Standards
Product Approval Application Detail
r
.d=
2= 2111
20
T-e
VitflSoll Manufacturer
Contact Validated
Validated Submitted
Appro-ol
status
Revision
2020 Thermul Corporation
Ste- J-perso, Lyndon F Schmidt P E Ryan J King, P E
owl 50�1 l2t3lG020
04r22J2021
05/0&=
Apip-ed
Categanr: Exte-, Dpors
(800) S43-7628 pE_434N (81�) 767-6655
UtiCategirry: Swilging Exterior Door Auernplies
jsp-r,@thtr.
Co ' pliance, Method! Etaluation Reportfrom a
im
l:lordli Registered Archttector a Licensed Florida
professional Emilree,
FUM2046111-RIS Products
Quality Assurance
Approved for Use Approy"
for U
IMINIct
Daslan
§211
Name
PriplauctlDescumition contrasL I
Date in HVRZ Outside
HFVF2
Resistant
pressure
I
�t'��Ililblelr"Claffwocr and Smooth. Star
Nominal SU3g,8 ",Imldadt9quot Opaque
NO
Yes
Yets,
NIA
C-poste Edge F,b-91... S,.gi. Do.,
(Iru,wrgslout..Ingl� X configuration)
2
b Thermai-Tru Fiber-Cli and Smoah�Star
Nominal 8&03"�8 "1nnpact", Opaque 12131/2022
No
Yes
yes
N/A
Composite Edge Fiberglass Single Door with
Scial re K (ImseenglOwsrit; XO OXcr OXO
fig_b.n.)
3
c Therma-Tru P,bef-Class,c and Smccoh-Star
Nominal 6ཌ &q.ot.Impact" Opaque 112t3l=22
No
yes
yes
NIA
Composite Edge Fiberglass Double Door win or
without Sidellie, inswingioutswing: YX tor OXXO
configuration.)
4
111 The,--T,u Ric-rhasso end Solooth-Star
Nominal 89039,0 ",In,"ct&qudt, Opaque 1213112022
No
yes
Y"
NfA
Composite Edge Fiberglass Single Door
I, nswilglOutswing X configuration)
5
a Themlig-Tru Fiber-CUssic and Smocith-Star
Nominal B&III390 "1rnpact&qupt, Opaque 12f3lf2C22
No
yes
yes,
N(A
_0 posite r
m Inbleglass Single Door wilh
adailke(Is) (I ll , ng/Ciuts�a rig, XO OX cir OXC
c-figUnall".)
6
f Thel Flicer-Classic and Smoolflh�Star
Nominal 8'�O ",Irnpact", Opaque i2t3l/2022
No
yes
yes
N/A
composite Edge Fiberglass Double Door wth or
%ifthoutSidelltas (Inswing/OutayAn. - Ir
config-to'.)
7
g Therma-7ruRcer-Classic and Smodm-Star
Nominal 6',8 SquorlimpacUsquot, Glazed 12t3l/2022
No
year
yet,
N/A
Composite Edge F' berglass Engle Door
I n%w,n9fOtswn9 X config,ratics)
8
h Themnw7ru Fiber-Clasisic and Smordth-Star
Nominal IS10"" 8quotlinbactilucluot; Glazed 1213 1 r=2
No
Y"
Y-
N)A
Composite Edge Fiberglass Single Door with
Sidelite(s) on5wrig/Oulswng, XO, OXor OXO
9
Nominal 68,1039,8 IsquotJmpact9squot, Glued 1213112022
No
Yes
Yes
NIA
Composite Edge Fiberglass Double Door with or
without Stiehl- irliewilgi/Ourtiewl )0(ct OXXO
configuratons)
to
j Therma-Trw Flicer-CPassx, and Smoth-Star
Nominal 3'.0 11,quot,Impact%quot, Glued 12131/2022
No
yes
ye.
NIA
r
-ompotarte Edge Fiberglass SrQle Door
(I rs-rigrQuitswirtg; X configursition)
11
k. ThermI FIber�CIassIcandSmoothSlQr
Nominal 88039:0 itouatirripactitilluct Glazed 121310022
No
yes
yes
NIA
Composite Edge Fiberglass SNIe Door with
Side] ite(s) (I re- rig/Outsee lit X0 OX or OXO
confg�nrtioms)
12
1 Therme-Trul'ither-Classic and stnooth-Star
Nominal 8&039,0 ILquot-Jillpa,tiraluot, Glued 12f31f2022
P40
yes
yes
NIA
Composite Edge Fiberglass Double Door win or
without Sd.lites (I-ngfOvtsw,ng. )V OXXO
c-fg.rali-63
13
m Therma-Tru Flaer-Classic and Smooth -Star
Nominal 69#%;8 ItiquotlinplacAquot, Glued Molded 12131=22
No
yes
Y"
NIA
Open Composite rose Fiberglaste Single Door
(I nswngfOutSwrV. Xcionfigureation)
14
n Therma-Tru Foer-Classic and SmWh-Star
Nominal 6'.8 "impactliLquot, Glazed Molded 12r3l/2022
No
yes
yes
NIA
C pan Composite Edge Fiberglass Single Dod, with
r
, lized ided Open Sidelite(s) (InsWn9fiOutsWng
X0. OX1=0 configurations)
15
o Thermo.7ru Filber-Cl- and Smooth.Stsr
Nominal 6&039,8 &QuoQmspact&qUqt, Glazed Molded 12131=22
No
yers
Yn
NIA
Open Composite Edge Fiberglass Double D.-Ath
or without Glazed Moidled Open Sidelkles
(InswrigrOO.Z. XXQrOXXO configurations)
16
IF Th.--7r. Fib-Chislic and 9-thZt.,
N.-mil 0&4- .8 &q..t;Imp.ctSq-t, Opaque 12r3l 120M
NO
y as
yes
NIA
Composite Eta Filbwglasss� Single Door with Molded!
Open Sidelitt(s) tIntwelog/Outwirg XO OX or OXC
donfig�lrh)
17
q Therma,7ru Filb-ClaSSIC d Smooth -Star
Nominal 6',8 i1quat,impacAquot, Opaque 12131=2
N.
yes
Y_
NIA
C:.m F.". Edge F:11berglass Double Door wth or
wthout G sued Molded Open $idelites
(InsWnV0utswIng XXorOXXOtoonfigurations)
Florida Department of Business & Professional Regulation
Pvlfl
Building Codes and Standards
IIWN71
Product Approval Application Detail
:_7
Erstille w
2di [)at, Parmarso 20
V"Nl
Mainufattly",ir
contact Engineer G Lotose validated BY
validated eutrinthe Fac Approval Aporoved army$
R*,A- 2020
PoT Ind"'i-
Jan. R--*! Mits-rdi RCCO - CeR Miarv-Dfi SCCO - VAL
11119/2D2Q I DrZW2020 11(24,2020 Apor-d
C ilgary; F.enor Do-
(!9141) 48&0l 00 (786) 315-2590
SVidiapity; Sliding E�harior No, A-mbile,
I,oePs,akl@p9t1euaac
Campli- Method; Cintlication M,nni . Using
FL#2" R33 Firoduips
AMMIA fair lisse Approtilid for U40 Inutan Destall
LWA
QSW Nitift. or N,-
product 1) .. riatcon c
in HVHZ 01"d. -VHZ Rissisait P,,,,,
9
�q (Large Maisie Impson
Vyi Slicing 0W,% Door 04114M21
Y� ye, .a NJA
January 27, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Administratiw Code 913-72, please prolitiI the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Category/ S ubcatego ry
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
lFiber-Classic
A. SWINGING
Therm aTru
and Sm oath -Star (NON -IMPACT)
FL20461.1
F
+67.0/-67.0 psf
I � 1.11 1'J'n'3'3
12/31/2022
Therm aTru
Fiber -Classic and Sm oath -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Sm ooth-Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248. 10
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
F L8248.1 1
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Di\Asion of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FLAI 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
10/8/2023
PGT
Series 5500
F L239.2
NIA
7/30/2025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/16/2024
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
F L243.5
NIA
4/30/2025
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 HardiePlank Lap Siding
F Ll 3192,11 - FL1 3192.2
A. SIDING
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL1 5272,11 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/3012023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328
NIA
6/29/2023
C. ROOFING FASTENERS
NOTUSED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galitionized Steel Storm Panels
FL15076.1 - FL1 5076.2
N/A
12/31/2022
All American Shutters & Glass
Gahranized Steel Storm Panels
F LAI 7869.1
NIA
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F Ll 999.1 - FL1 999.4
N/A
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
F L1 58.1
N/A
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Ll 774
N/A
5/25/2024
The products listed below did not dem onstrate product approval at plan re\Aew. I understand that at the time of inspection of these products, the following inform ati on must be
mrailable to the inspector on the jobsite; 1) copy of the product appro\ral, 2)
, I _K 'it
M 111110 "Ni 111;4:4
DATE
Florida Department of Business& Professional Regulation
pleg, 1 .13
Building Codes and Standards
1/25,2022
Product Approval Application Detail
J,
Entity pir
Versio Manufacture
Donta" Engineer & License
Validated
Validated subinilled
Approved
slats,
R-,.i.n
2020 Therima-Tru Corporation
Steve Jaspers- Lyndon F Schimidit P F
Ryan J King. p E
0712312020 07M212020
07/2W2020
1011312020
Approved
Cat"ory: Exterior Door
(830) 843-7628 PE-43409
(at 3) 767-6rw
Subcategory,. Smg,ng; Edend, Dod, Assemblies
j..p.,sompth.-Inu co
compliance Method: rvaivatan Report from a
in
Fictio. Registered :�ohteel or . Licensed Florida
Profession.lErigim
FLA20470A3
Produ
Quality Assurance
ApprovedforUse Aoprtp�dforl.tse
Impact
Deslar
S-*
11,2� Mo_M Nurnbe-IN111
Product Desonotion
ContractlExiolrattor, Date in HVKZ
Outside HVHZ
Resistant
Pressure,
I
_"u F, ber-Classic and 5-th-Star
N.'n.I0l9r6&qucxIrpacc&quoI 0 ue
12/31
Y_
yes
Y_
NfA
Zorngste Edge F,lbeglas, Ii Door"'
(I ni-migiOutswin; X co,figuation)
2
to Therm.-Tru Poer-Cl-sio and Smapoth-Star
Nominal 6'.8 9quot.impactiliquot. Opaque
lWlr2Q22
yet,
yes
Yes
NA
Composite Edge Fiberglass Single Door wth
Sdelke(s) lIrrs*ngk0utsWng: XO, OX or OXO
configurations)
3
c Therma-TrU Filber-Clamac and Smoolh-Star
Nominal 6ƌ i1quot,impacAquor Opaque
12)31,=
Yes
Yes
Yes
WA
Composite Edge Fiberglass Double Door wth or
whhout Ss"has (In�rglOuhe�rig: XX or OXXO
corriguat! ... )
4
d Therri Fiben,-Cluss, and Smocith-Star
Nominal 8&939;0 Squat Impact&cluct; Opaque
12131(=
'Yes
Yes
yes
NfA
Composite Edge Fbingle,s 8,noli, Door
(InewritifOurtaivring; X configuration)
5
a Therima-Tru Ftber,Classic and Simooth-Star
Nominal 8'0 &qUot,limplactit,cl-t: Opaque,
12)31r2022
Yes
Yes
yes
NIA
r
_omposte Edge Fiberglass Single Door with
Sidelite(s) OnswinglOutiawng. XO, OX or OX0
nfiguntuon.)
6
f Therma-Tru Filb-Classic and StmootJh-Star
Nominal 8&V39, 0 ",Imp..i Opaque,
17J31(2022
yes,
Yes
yes
NIA
Composite Edge Fiberglass Doxible Docii, Wth or
without Siclefires (InswingiulubawngL )(X or 0)0(0
-fig-t-al
7
g Therma-Tru Fiber-Cigissic and Sonooth-Star
N..In. 1 6" !squotlimpiaci Glazed
12J31=2
Y_
Yes,
yes
NIA
ComposAe Edge Fiberglass Single Door
(Ins.ing/Outswing; X configurationj
6
h Therma-Tru F, ber-0-isic and Stmooth-Star
Nominal isilli &quoLhm;pad,&q�ol. Glued
I ni
Y_
Yes
yes
fVA
Composite Edge Fberglansis Single Door with
Sdelai (Ine,wilglOutswing, XO, OX or QXO
rifigurations)
9
i 71hertme-Tru Fiber -Classic and Smocith-Star
Nominal 6 8 & uctfinnipacMquort: Glued
I Wl r2022
yes
Yes
yes
NIA
Composite Edg9e Fiq rglass, Double Deal wth or
be
without SicsNit" (Ims"rWO.Inwing. XX or OXXO
configuration-)
10
1 71herma-Tru riber-Classid and Smoolh-Star
Nomlnal8GrO"impact&quoI Glazed
I n1 '2022
Y..
yes
Y.
WA
Composite Edge F 'btirglass Single Door
(in-GIC"h"T; X _'f`gtd' I
11
k 7horm-Tm Fil-Classic and Simoolln-Star
N.m,nsl 8&X39,0 &qUo�Innp.ct&qut Gusto
12f3l r2022
yes,
Yes
yes
VA
Composite Edge Fiberglass Single Door will
Sidelt.(s) OnsviiinglOutswrig. XO, OX or OXO
configurations)
12
1. Theming-Tru Fiber-CRistac and Simpoth-Sair
N'rmmsl 8' 0 %quipt. limptitt&qual. Glued
12/3112022
yes
Y-
yas
WA
compowe Edge Fiberglass Double, D- th
wthol Satellites (Iniewng/Outswrig, XX or 0;iXO
configurations)
13
111 ThermxTru Fiber-Classac and Smooth-Slar
N.mlraI69#39 8 Squat Impach" Opaque
12t3l Q022
Yes
yes�
yes,
Composhe Edge Ficergf ass Single Door with
"NonInnpact", Sidelfite(s)
(Inswing/Outtswrig; XC. OX or OXOconfigurations)
14
In
Nominal 6",03R, " &qUct.InrpAs,&quo� Opaque
12J3112022
Yes
Y..
yes
NtA
Composite Edge I'llperglass. Double Door with
"Ncn-I`rpg"9qoot, Spdelruss (InswingiCutswnsl�
OXXO configuration)
15
o Therma-Tru Filbeer-Classi, and Simptoth-Star
Nominal 8',0 Isquot.Impactisquot Opaque
1 ni r2m
yes
yes
Y_
NIA
composite Edge Fiberglass Single Door with
"Noen-InnP.d18.qu.I Snelit.(s)
(Inswing/Out"ing;X0 OXorOXOconfiguratons)
15
to Therma-Tru Riber-Classic and Smicidth-Star
Nominal 8z"'390 &qUGtJmP2ct&qudt; Opaque
12/3112022
yes
Yes
yes
WA
Composite Edge FIlberglass - ble Door with
&quq;N�Im;pact&quqI, Siol.irtas (t n"rigioutsi,A N�
OXXO "nfigurationj
17
q Th-.Tru Fibe,-Cl. and S-th-Sta,
Nominal 6&439;8 ",N.n-I.pact&q-t Op.q-
12r3l/2022
yes
yes
N.
Ni
G-ra.,zlit Edge F I lb.,glililas Single Door
(Inswing/Oulswing; X configuratron)
18
Therma-Tru Fiber-Casso and Sn-coth-Stair
Nominal 68#3`9:8 8iquo0on-ImpacrRiquot. Opaque
1213112022
Y.s
Yes
No
NIA
Composte Edge Fiberglass Single Doorwth
Sidelte(s) (Inswnl;V0ulsv0n9. XO, OX a OXO
configunabona)
19
Titer- Tru Fill-CI-F, and Sntoth-Sus,
Nominal 6',8 ",Ncn-Impadt&qUdt Opaque
12)al t2M
yes
yes
No
NtA
Composite Edge Fiberglass Doullis Door with or
�thout SIcleirres (InswriglOutswog XX or OXXO
conflgurations)
20
t TI-i-riml Filber-Cla-c and Smooth -Star
N..i,.18Ŀ,0&qot.Non-l�p.�t&q-t Opaique
I Wl 12022
Y_
Y_
No
NIA
Comiscaito Edge Fiberglass Single Door
(I '"i-ng/Oulswing; X confiquat-)
21
u Ti-Tru Fiber-Classid and Simcdth-Ste,
Nominal 8', 0 " Non -I ortipact8quot, Opaque
12131f2022
yea.
Yes
No
NIA
C-posine Edge FIblirgass Single Door with
Smetlinti(s) 0AngiO.ps.,g XO, OX of OX0
22
Y. Th,rm.-T. Pit-C.- and Smooth-Sa,
conflaufationsi
N.-mil S&039,0 &q..t,N- 1,W..t&qu.t; Opseq-
12131=
yeas
yes
NO
N)A
Composite Edge Fiberglass Double Door Will or
without Sdelrt.. (Invwn;/Outswntg� XKor OXX0
configurafrons)
23
. Thermal-Tru F,bear-Clarisic and Si-r-th-StAr
Nominal O&AM8 U-0-ImpecAquot; Glued
12/31/2022
Yes
Yes
NO
N/A
Composite Edge Fibel'91-9 SQle Door
(Ins.mg;Quiliewng Xcionfigunabon)
24
� Ther-I'l-u Filb-Cl- and Smooth -St.,
Nominal WN.6 Itiquot,hice-i- Irripactiliqual: Glazed
12/31=22
Tes
yes
No
NIA
Composite Edge Fiberglau Single Door wi h
Sidel re(s) 0 nsW ngtOutsw N XO, OX a OXO
configurations)
25
y. Th armta -Tru Foer-Oassic -an d S mocillin-Star
Nominal 6&039;8 &q uct, Nw- lmp2ct&qu ot G I soed
12f3l/2022
yes
ye.
No
N/A
-idropolate Edge Fiberglass Doulp Door with or
without Szeittes, rinswing/OutsyAng, XX cir OXXO
26
z. Ther" Jnj Fba,Casauc and Smooth-Sta,
IN"min.1 S&f$39;0 &qu.t;N--n*adt"-, Glued
12131=22
yeas
Yes
No
N/A
C"Imposite Eqe Filberglass, Single Door
11 nswng/O.itswing, X configuration)
27
za Therma Tw Fiber Claged and! Smocith-Star
Nomin all ag#39.0 &qu.t,N-- lmpd&qu.t Glateid
1213112=
yes
Y.s
No
NIA
C.m post" Edge Filb-glaies; Single Door -th
SidelxO) (In-ing/Dut-mg XO. OX or OXO
configuration s)
28
zb Therma-Tru Fbcr-Classc and Smocith-Star
Nominal 8&439,0 Squct.Nct, Irripact8quot: Glued
1213112022
yes
Y
No
NIA
Composite Edge Fiberglass Double Door Win or
without Sidelites OnswinglOupwnrig, )0(cr OXX0
configumons)
Florida Department of Business & Professional Regulation
Pat. 1 d2
Buildnij Codes and Standards
1 &2021
Product Approval Application Detail
code
ortilth, o-
2111.1t Dec.
Pare, plindrot
PM
Viesion
Manufactuna,
claintact Enuiniteril, Licialtso
Validated Big
Validated sulamrhad
W A -,,I
A,sar-
Status
R.-
2020
MI Wrd-s and Doess
131 Sillingair Liti, Robert. Lom.,
Sta M. Undn, PE
lMSf2020 IM612020
10/19,li,32`5
l2fl5/2020
ppe-d!
category: E.1"o, Door.
717, 385-3300 PE-62514
7M317-8454
SusbCantgon, Slicint; Eitericir Dw Asinemolles
loslingeile-d
Compliance Method: E�Walior, ROPW torn a
Florida Registered Archdaut cra Licensed Finds
Professorial Engineer
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SERIES 420 ALUMINUM SGD OXI)
121731112024
No
Y I
No
NIA
145 314&qLotx8"quct. NON -REINFORCED
2
SERIES 420 ALUMINUM SGO
SERIES 4'0 ALUMINUM $Go QX XO.)O�
12131/2024
N
Y-
No
NIA
gestou.,"c1qu" . ... .... ."'.RCE.
3
SERIES 420ALUMINLJM SGO REINFORCED
SIERIE1541CALUMINU SGD REINFORCED OXCr
l2r3lf2024
No
yes
No
NIA
145-31411,qua Tl
4
SERIES 420ALUMINUM SW REINFORCED
SERIES 420 ALUMINUM SOD RE�NFORCED OX
11
Y,
No
11
XO XX 9ftqU"A9S`qUot
�M'V2124
5
SERIES 420ALUMINUM SC,13 REINFORCEO
SERIES 420 ALUMINUM Soo RE NFORCED XXX
7Y3 a 024
No
Y.,
No
NIA
1436o_ iss4dool,
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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JeffeyP Arnesor. PE
I WI 212020 09rM020 10,2MO20
12/16l2020
Approed
C.porsild
(330) 763-812 1 PE 51737
(904) 821-52M
Cat.g.T. Etten. Door
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Florida Department of Business & Professional Regulation
Building Codes and Sta radards.
Product Approval Application Detail
Roricla Department of Business & Professional Regulation
Building Codes " Standards
Product Approval Application Detail
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9-in M Union PE i 1117r2020 11)17=20 1112712020 App-d
Category: Windows
("'I T) 16�_33co ManuftectureirsAsisodistlor,
(717) 317-8454
Subcategory: soirse Hung
CorrvIlmnes Method: Canitication Milluk a Usaing
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Sts Jospeension Lyndon Fr Schmidt. P. E Fly- J. King P.E
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Category'. Exterior Doors
(81 Ui PE-43409 (813) 787-6&%
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Product r4lactel. Number or Name
2g"W.aWWil Approval for Use AilliaLstillilgLan
Product Description Contract Expiration Date in HVHZ
outside MVHZ
Impact
likestatant
Ustili
Pressure
1
a Thermal Fiber-Chossic and Sinpoth-Spour
Mori 0039a &qwcNon-ImpacAquArIt Opaque
121311=
No
Yes
No
MIA
Composite Edge Fiberglass Single Dow
(Insvilintioutsiviiing: X configuration)
2
b, Thermai Fiber -Classic and Smoctl
Morrill 6611111 illiquillit�Non-Impactliquot; Opaque
12131112022
No
Yes
Nb
N)A
Composite Edge Fiberglass Single Door ivith
Scleliell OnswingliOutsimill XO, OX or OXO
-ifigituall.r.)
3
a Thermi FbariZioule and Snooth-star
Nominal Stull "Non.impactiliquot Opaque
120112022
No
Yale
Kb
WA
Fiberglass Composite Edge Double Occur vAh or
Afthout Seminar (InsiviviriglOutevill XXtx OXXO
configursti ... )
4
d. Thermal Fiber -Classic and Smooth -Star
Nominal 78,1039:0 Iliquot;rIon-Impatuldcluot: Opaque
1213112022
No
Yes
No
NIA
Composite Edge FlIparglass Single Door
(Insviling/Outilivivil X Configuration)
5
a Thermil Fibeir-Cliall and Smooth-Stat
N..Iml 7SP39,0 &cIuMNon-1mpauA&qoI% Opaque
121311=
No
Yes
No
WA
Composite Edge Fiberglass Single Door vvith
adeliker(s) OntivAnoiOumi XO. OX a OXO
configwrations)
6
1, Thermse-Tru Rbar-Clasill and Smocith-Star
Norrhal UOU;0liquortron-Impactfiquot Opaque
1213112022
NO
yers
No
NIA
Composite Edge Rberglass Single Door
limsivivinglOutsiving; X configumbon)
7
g� ThermosTru Fiber-Claii and Srr*oth-SW
Nomnal 88JN39;0"N9n1mpov*qul Opaque
12131
NO
Yes
No
N/A
Composite, Edge Fiberglass Single Door vi
Sidelftele) (InswrighOulsoing; XO, OX a OXO
cortfigurations)
8
In Therrro�`T.Fiber-Cksssic; and Smooth -Star
Normal 841#39;04liquottion-Impactitquot; Opaque
I MI Q022
No
Yes
No
NIA
Composses Edge Fiberglass Double Door With or
W11i Sidelftes (Insviring(Outroving; XX a, OXXO
computations)
9
1. Thermal Fiber-Cb�c and Smocith-ftr
Nominal IIANNI 3qu.t:Ni,nI mpact8quot, Glazed
1213112022
N.
yes
No
MIA
CorTIposior Edge Fiberglass Single Door
X corrilourabon)
10
j- Thermill Flber�Classc amid Smocith-Stilir
Namhal 6&=;8"NonImpact&i Glazed
12/31r=
P40
Yes
NO
MIA
Composite Edge Fiberglass Single Door With
Sidelfte(a) linaviling/Ousi XO, OY a OXO
configumbons)
11
1. Thermai Fiber -Classic and Smooth-Stur
Nominal 88039:6,14quotrIon-Impectillicuot: Glazed
12131 =2
NIo
ye's,
No
MIA
Gcxnpoisde Edge Fibergesse Double Door vill or
WVW Sidelines (Inaming/Outiming, XX or OXXO
configurrations)
12
L T her ma-Tru Fiber -Classic, and Smooi r
Nominal 79jM;0&quoAi;NcAnImpact&qul Glazed
1213IM22
yes
No
MIA
Composite Edge Filbeargivas, 6 ing to Door
OrdsvinglOwlswing; X configuration)
13
Theml Filba,Clasi and
Nominal 78#1 &qActN.n_mp..t9quc* Gazi
12;31 rAM
No
Y
No
NIA
Cortiposite, Edge Fiberglass Sing le Door with
Sidelite(s) Onsiming/Outsvi )(0, OX a OXO
configurabons)
14
M. Thermaii Fiber -Classic and Smooth.Stor
Nominal W39:03quotlion4ripact&-quil Glazed
IM112022
No
Yes
No
MIA
Composite Edge Fiberglass SIng Is Door
(InessinglOutevinni X configuration)
15
o. Thermal Fiber -Classic and Smooth-Stur
Nominal Bittil iliquotrion-ImpactilliqueX Glazed
121
No
Yes
No
NIA
Composite Edge Fiberglass Single Door *An
Sidelikii(s) (InswingtOutsvil X0, OX a OXO
contporsitions)
16
p. Thermal Fibes-Cloal and S-th-Sta,
Nomhal Wi SquotiNon4mpactfil Gued
1211
Nki
yes
No
MIA
Compol Edge Fiberglass Double Ooor With or
virthout Siclelites (Inavving/Outioving: )Ol OXXO
configurations)
17
q. Therri-sil Fibeir-Claseso and Smooth -Star
Nominal 6&039;8 41,quottion-Impactlki Opaque
1251 I=
No
Yes
Nio
NIA
Compostas Edge Fiberglass Sing W Door With
Transom (I nsw ngiOutsivil DIX configuration)
IS
r. Therma-Tru Fiber -Classic arl Smooth -Star
Nominal (Wil i1quat;lMon-Impactliquot; Opaque
121ll
No
Yes
No
NiA
Comp.si Edge Fiberglass Singe, Door vvith
Sidel and Train- (IrisnivinglOirasomi OIXO:
(YOX or Dili conligunintions
19
s, Thermus-Tru Fbar-Class. and Smocthl
Nominal SlUl3Q;88vquotNon-ImpAsct8qul Opaque
12il
No
Yes
No
NA
Composite Edge Fiberglass Single Door vi
Sidelite(s) (1-Ang/Ot.Wril XO, OX or OXO
Continuous Head and Sil
20
t Thismirl RbarZIessic and Smoothi
Nominal Wi INquat;Nan-InVaet&i Opaque
121
No
Yess
Klo
NIA
Composite Edge Fiberglass Single Door vvith
Sidefill linsyAnWOubrivingi; XO. OX or OXO
Commull Head and Sill configunmorl
21
u Thermil Fiber-Clessic and Smoolth.lippar
Nominal 681 ftiallon.impact8quot Glued
12131f=
No
yes,
No
NJA
Composite Edge Fiberglass Single Door win
Sidellsel YD, OX a OXO
Continuous Herad and 511 configuromons)
22
v Thermill-TriAl'ber-Classicand$mooi
Nominal SWK19:0 &quo0on-Impamiliquat Glazed
12ti
No
Yes
W
MIA
Oomposate Edge Fiberg low Single Door with
Sidellbal (InsvivnWOutritiving; XO, OX a OXO
Continuous Head and Sill configulattow)
23
w. Thermal Fiber-Ciassic and Srroothl
Nomlw 16111 lquorNon-Irriplactliquot Opaque
i2ri
No
Yes
NO
MIA
Composite Edge Fiberglass Door Pawls Ath Vented
Sidelitels) (InsvingliOurtsviring; X", XXX or XXM
configuralions)
24
x. Thermal Fiber -Classic and Smocith-Star
Nominal 881 liquctN�-Impaotgqluot Opaque
IMI=
No
Yes
No
MIA
Composite Edge Fiberglass Door Panelsvirth Vented
Sidelitei (InsivivingiOultsving, )0( Mol
configurations)
25
y Thermal Flossr-Classeand Smco!Nsto,
Norl 6AW39:8 Glazed
12J3112022
No
y�
No
WA
Composite Edge Fiberglass Door P2wl&Wh Vented
Sidelibi )00( or)O=
cionfiguragons)
26
z Thermil F ber-Classic, and Smooth -Star
Nominal SU30:08quotNon-Impaotiliquot Glued
12r3l/2022
No
yes.
No
NIA
r
-omposft Edge Fiberglass Door Parsolsvivith Vented
S,dalbKQ (InstivingpOutsviiving; XX XXX or XXXX
configuroullms)
27
za Thermi Fiber-Cassic and Smicrol
Nominal 680U:8&quctNw-Impactaqul Glazed
1211
No
Yes
No
WA
Composite Edge Fiberglass Single Door vinth W*,D
adelibei (InsvitrigiOutiviing; XO, OX a OXO
configurations)
2B
zb Theirrel Fiber -Classic and Smacti
Nominal 6&AW;8 SquotNori-Impact8quot Glazed
1211
No
Y-
No
NIA
Composite Edge Fiberglass Double Door vift
303" Sidelites (I mrivinglOutswri O)Q(O
configuration)
29
cc. Therml Fiber-Clossmi; and Sirrigoth-Star
Nominal Wi t%quo0on-trinpactilloil Glued
12ti
No
Yale
No
N/A
Composite ridges Fiberglass Single Door with 3&M.D
Sidelibei (lintivAnSVOuldrving: XO, OX - OXO
30
zd. Therma-Tru Fiber -Classic and Smooth -Star
configurations)
Nombal 8911IWO9quotlilon-Impactilquot.. Glued
1213112022
NO
yes
No
NIA
Composite Edge Rberglams Doubt. Door with
38al Sidelftes (Inowng/Outsiviving; OXXO
configurallonj
31
za. Tharmot.Tru Fiber -Classic and Smooth -Star
Normhol 7'0 Sh2lGK
12131r2022
No
yes
No
NIA
$.,is Composite Edge Glazed Fiberglass single
Doc= or vvithout 1 9l Sidefibi
OnsvivrigiOurtsviri K OX XO or OXO configurations)
Florida Department of Business & Professional Regulation
Buildl reg Codes and Standards
Product Approval Application Detail
pi or I
Ii
2& 291 am, Oat, pending 111111112
MW Version Manufacturer Contest VaikiKtd as ywidam etom PINIC Approved Approved smut
Allormalkin ZD20 PGT Indulansis Jan. Rool Monti 8010 - CER MWN-0.dils 5CC0 -VAL 1 1JVWD20 1140.511 1 1M 112020 Approved
Category: VvIndmirs (941)486-0100 (786) 315-2590
Subcategory: Single Hung froomildCpsittirdlusulatc
Compliance Method: Conical ni a Ul om
Gustav A,— Acaravad for Use Aggravate for Use laread Qsi
411" = 111
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Florida Deparlmord of Business & Professional Regulation
Bull rig Codes and Stands rds
Product Approval Application Dal
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Caluell Wnd— (941)48"100 (786) 315-25M
sulne.lagil Fi.d jrosmiddibIgishridustileac
Comptlarel Named! C.31.9- Mark or using on,
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NWWA psain
Radial Ut[,L flumber or Name prisiduat D.—iotion Contract Exiethradial Dan In HYHZ outside HVIC Resistant P—m
5 PiAl Lavirs allhi Impact) \Ani F&W Wndo. 044011 Y_ Yee Y_ MIA
Florida Dope itmarrit of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Cordest Endrunili License XdLdIDW& VaNdalled fittiliggial FBCA�'M Aggadvad Kiwi
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all& 1, Hvi outside wdw assistant EMMUM
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Product Approval Application Detail
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Category: Ignitors
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Yea NIA
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Florida Department of Business & Professional Reguli-grillon
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Product Approval Application Detail
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In HvHZ
"old.
Washadn"d
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iti—mant lisp oling 12*1112M
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yea
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Hard.zlik, Lisp Siding
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N/A MIA
2
b. &qudtAI1 1`461 Sciffit
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Yea
NO
WA
3
t, 8quot:Greentular 'Antal flosidoi Soffit
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No
Yes
No
N/A
4
it LquoLDS&W.1; Sol
Val or Sol Verill Goillit 1211
No
Y.,
No
MIA
5
. &cNiotChister 0.k&i Sl
Val - Said VIrryl Goes 12r31=3
NO
Yea
No
MA
6
f &qud:,%pw Spaskul Soffif
Val - Sold Visit Sol 1 WI 12023
NO
yes
NO
WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I a 1
IOWM21
221111
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L.V. Thompson, Inc, dinaThominson Achitecturad
Cassel Roi
44171624-6644 PE-5916B
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Florkle Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Col Snainvinel License
Tarry Christman Zachary R. Priest
(613) 248-3458 Pal
tonygoometokooffro,corri
P,,d,El Di2orkathim,
20 go. *11h; rodf—Iflator with baffle
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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John W. Knonervor. PE
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(4100)706-34111 Pill
(054) 772-M4
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1211512022
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Building Codes ard Standards
Product Approval Application Delpill
Pass I efl
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Date Pendw Rat
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Steven M. Uri PE
0RQ7f2020 010125=20
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(934) 783440a
CIRUCK Finginoring
l 317-8454
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darklip—oom
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3 3- FLAMCC, $qui 40 Ridge Vori&l
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froll OLM Aluminum
Flo rida Depedinent of Business & Professional Regulation
P.O. i of I
Floi Departmert of Business & Professional Regulation
Pap 1 03
Florida Department of Business & Professional Regulation
P.Q. it of I
Florida Department of Business & Professional Regulation
page 1 19 1
Building Codes and Standards
117f"
Building Codes and Standards
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Bui Id ing Codes and Sta nde rds
Building Codes and Standards
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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losell R.Wg
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ll/MM2a 1110211
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Tim Robinson Waiter A. 1111, Jr., Pi John W Kneriselch, PE DG=f2020 0900111
1011
12M512020
Approved
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Mao Barbieri Frank L. arsenal RE Troy Sisticip. P.E. 15"21112020 1011 51= 11 K)s=0
12,1511
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Coarioll Rocill
(501) 983-6163 PE-�1242 (717)3174454
Category, Rooling
(801) 38a'soof Services LLC. 1205) 85"160
Category. Shutters
(954) 8001-7545 PE-4A4187 (91772-6224
cat"i Shutsi
(661) 712411 PrD048549 (954) 94?-0880
Sub(Caustal Floating Ace —ones Met —an
flutiCatial Finding Tiles
RobinAnclamonaboral co
SubCatel Slonnn Panel.
tim.robinsionagipposint.com
Subcategory: $to" Panels
mikeb@slamericiarshutte
Illegal Pon *fine Rool System
Compli Method: ElalAudien Report Ii
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Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
McOm
Compliance Method: Evaluation Rood lionn
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Florida Registered Architect cv� a Licensed Florida
Florida Registered Architect or a Licensed Florida
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lordossicral Engineer
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yes
yes
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249a Goilvarized Steel Storm Panels 12511 yes Yes
yes
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1 De,ki DA-4 or TRI-B.Aft Dirick-Air D44
L- fincilia, Polypropylene, Phsk. Rod V-1 No yel
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17
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MIA
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MIA
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20 Seson 0 - snake. Mate Joi Split shah. Fiat Pin:414. - i CA 121`31/2020 No Y. i NJA
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Pop I ori
Florida [)apartment of Business & Professional Regulation
retain I ori
Florida Department of Business & Professional Regulation
Page, 1 ol
Florida Departmend of Business & Professional Regulation
Pass I or I
Building Codes and Standards
Building Codes and Standards
Building Codes and Standards
Bulldl ng Codes and Standards
6`14,211
Product Approval Application Data It
Product Approval Application Detail
Product Approval Application Detall
Product Approval Application Detail
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Robert ON. Gomel A, Greenberg John Hoy
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MiTak Inc.
Erin Waldo ICC Evallsdon Servirs, LUC ICC Evaluation $or*..
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Rob Baldivilm ]CC Evaluation Service. LLC 1. Lehrer. P.E
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Cate": Structural Components
C321)710.33?r 1881-1917
causaw. stracraw com4ments
(411)659-3707 PE-34245 (3,37, 508-3311
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(253) 924-WG (50a) 839,3288
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MIA
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MIA
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Yes
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MIA
Florida Department: of Business & Professional Regulation
P.D. 1 a I
Ronda Depa rbmrrt of Businessill, Professional Regulation
Page 1 0f2
Building Codes and Standards
Building Codas and Standards
21
Product Approval Application Detail
Product Approval Application Deli
Deb Pardirso
291
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11,2711
Approved
Ammalion 2020
Pill Aluminum. Inc
joss so. Aul R. Lomas Steven M Uri&. PE
11riiiii 1 ins,2020
1 Insi Approved
Category, Structural components
(81318214641 1 315�2590
category: Panel Walk;
(407) 509�200 PE-62514 (717) 317-8464
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EMM Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rJGr2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12riOTMO
EMM
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
C=04
For direct finks to all EST approvals listed beow, CLICK HER
For di Inks to all EST approva]s listed below CLICK HER
For direct Inks to all SST approvals listed below, CLIC K HER
C=M
For direct Ind; to oil SST approval$ listed below. CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Mamr-Dade County Notice of Acceptance (INCA). CLICK HER
For additional Information regarding Florida's Statewide Product Approval System and Marni-Dade, County Notice c(Acceptance (NCIA). CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Marrd4)ade County Notice or Acceptance (NCA). CLICK HER
For addtk)ngl Information regarding Florda's Statewide Product Approval System and Meml-Dade County Notice of Acceptance (NCIA). CLICK HeR
FL#2305-RT
FL#t 0446-R6
FL#J 0456-115
11
HUS, HUSC series hangers
Face -mount hangers available In widths ranging from 1-518" to 3-
9116" and heights ranging from 4-5116" to 11". Concealed fainge
Product Model. Number or Name
Product Description
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Product cidel. Number or Name
Product Descriortion
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version (HUSC) available for models having YAdth equal to or
1
Titan Stainless Steel Concrete & Masonry Screw (T7N-SS)
1/4" diameter Titan stainless steel masonry screw
I
A21, A23, A33. A34, A35, A44
Angles
I
ET, STB. STH
Brick Ties
greater than 3-9116"
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
CMST12: CMST14, CMSTC16
Coiled Straps
12
IUS series hangers
Face -mount hangers available in Wdithis ranging from 1-718" to 3-
3
APB44, APB44R. APVBGS, APS66R, APBW, APBWR, APB1 010, APB1 01 OR, APVS44,
Outdoor Accents Post Bases
3
C514, CS16. CS18. CS20, C522
Coiled Straps
5/8" and heights ranging from 9-IA" to 16'
FIL05MRS
APVB44R, APVB66. APVB66R, APVB88, APV888R, APVE3101 0, APV9101 OR
4
CSHPI8, CSHP20
Coiled Straps
13
LiS, LGU3.83�SDS, LGU5.25-SOS
Face -mount hangers
4
APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVE)JT2-6,
Outdoor Accents Dock Joist Ties
5
CTS218
CompressionfTenson Strap
14
LU24, LU25, LU28. LU210
Face -mount hangers
12"
r or Name
Product Description
APVDJT2R-6
6
DSP, SSP, TSP
Sai of bo Plate tie
15
LLl LUC21 07
Face -mount hangers
1
SDI D1 12DBB
Outdoor Accents Connector Screw
5
APHH46, APHH45R. APHH610, APHHOICR
Outdoor Accents Heavy Hanger
7
HI, H10A, H2.5A, H3, H6, H7Z, H161 H16S, H16-2, H16-2S
HurricansTies
16
LUIS series hangers
Face -mount hangers available in widths ranging from 1-9116�'tu 4-
2
SD9112, SD9212g SD10112, SD10212
Sitrong-Drive SO Connector Screw
6
APL4, APL6, APT4, APTO, APVL4, APVLO, APVT4, APVT6
Outdoor Accents L and T Bearn-to-Column Ties
8
HGT-2, HGT-3, HGT-4
Heavy Gird er Tiedcwri
5/8" and heights ranging from 3" to 10-15116'
3
SD9112SS, SD9212SS
Sirorl SO Connector SS Screw
7
APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
HS24
Hurricane Tie
17
MGU3.63-SDS, MGU6.25-SOS, MGU5.50-SDS. MGU6.62-SDS, MGU7.00-SDS
Face -mount hangers
4
SDCF22434, SDCF22512, SDCF22614, SOCF22700, SDCF22858, SDCF221014.
Sirong-Drive SDCP Timber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2.SDSI.5. HSS2.2-SDS3, HSS2.3-SDSa, HSS4.SDS3
Heavy Stud Shoe
16
MIU series hangers
Face -mount hangers available in widths ranging from 1-9/16" to 5-
SDCF221134, SE)GF221334, SDCF271956, SDCF272358
9
CBT2Z CBT4Z
Concealed Beam Tea
11
HST2. HST3, HST5. HST6
Straight Straps
118" and heights ranging from 6-15/16'to 19-1/2'.
5
SDCP22434, SDC:P22512, SDCP22614, SDCP22700, SDCP22&58, SDCP22912,
Strong -Drive SDGP Timber-CP Screw
10
CJT3Z. CJT4Z. CJT5Z, CJT6Z
Concealed Joist Ties
12
HTS16, HTS20, HTS24. HTS28, HTS30, HTS30C
Heavy Twill: Strap
19
MUS26, MUS28
Face -mount hangers
SDGP221 100, SDCP221134, SDCR27140D
11
DJT14
Deck J oist Te
13
HTSQ1 8KTZ, HTS020KTZ
Heavy Twat Strap
20
SUR, SUL SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
6
SDHR27400, SDHR27614, SOHR31400, SDHR31614
Strong -Drive SDH R Combo -Head Screw
12
DS
Dry Wall Stop
14
UFTA
Light Floor Tre Anchor
9fIS" to 3.9116'and heights ranging from 3-1116'to 13-3/4"
7
SDS25112 SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412.
Strong-Dirwe SOS Heavy -Duty Connector Screw
13
FC4 FC6
Fro ming Clips
15
ILSTA9, LETA12. LSTA16, LSTA18, LSTA211. LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULq available for all double
SDS25500. SM5800, SDS258M
14
FWANZ
Foundation Wall Angles
16
LST149, LST173
StraIght Straps
2X and 4X models; on ly acute flange is concealed.
8
SDS25112SS, SDS252006S, S0825212SS, SDS253ODSS SDS25312SS
Strong -Drive SOS Heavy -Duty Connector SS Screw
15
GA1. GA2
Gusset Angles
17
LT820,LTB40
Bridging
21
U series hangers
Face -mount hangers available in wcIths, ranging from 1-9116" to
9
SDWF2716. SDWF2720, SDWF2724; SDWF2726, SDWF2730
Strong-Dws SDWF Floor-to-FIDor Screw
16
H2A, H2.5T, H8, WOA�2, HIDS, H14, HGA10
Hurricane Ties
18
LTS12,LTS16JTS18, LTS20
Light Twat Strap
Wand heights ranging from 2-5/8"to 11-114"�
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
Medium Girder Tsedown
18
HHAI; HH6
Header Hangers
20
MS727, MST37, MST48, MSTOO, MST72
Straight Straps
FL#1 0007�Rlill
19
KBSIZ
Knee -Brace Stabilizer
21
MSTAQ, MSTA12, MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49
Straight Straps
FL#10667-RS
20
1.30,1_50,11.70,1_90
Angles
22
MSTC20� MSTC40, MSTC52. MSTC66, MSTC78
Straight Straps
JW
Product Model. Number or Name
Product Description
21
LCE4
Porst Cap
23
MSTC48B3, MSTC6683
Pre -Bent Straps
JW
Product Model. Num bar or Name
Product Description
I
ATR318, ATR11Z ATR5/8, ATR314
Threaded Rods
22
LS30, L650, L570, LS90
Skewablis An ges.
24
MST126, MSTI30. MST148, MST160, MST172
Straight Straps
I
BA series hangers
Top flange hangers available in wdths ranging from 1-9116'to 7-
2
ATUDS, ATUDS-2, ATUD9, ATLI ATUD9-3, ATUDI 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C
Medium Twist Strap
1/8" and heights ranging from 7-116' to 30".
3
SP318-2, BP112. BPI/2-3, BP518-2, BP518-3t BP314. BP314-3, BPRTU03-4
Searing Plates
24
LSSJ26LZ, LSSJ26RZ. LSSJ28LZ, LSSJ28RZ. LSSJ21OLZ, LSW210RZ
Field Adjustable Jack Hanger
20
NCA2x1O-12, NCA202-12, NCA2x8-16, NCA200-116, NCA202-16
Bridging
2
DGSF series hangers
Top flange hangers available in widths ranging from 3-5,18"to 7-
4
CNW318. CNWI/2. CNW518, CNMf4, CNV1518-1/2, CNW314-518
Coupler Nuts
25
LSSR1 81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410
Field AdjustabLe SlopeableriSkewable Hanger
27
RCWB12, RCW614
Wall Bracing
1/8" and heights ranging from 9-1/4" to 24".
5
CTUD55, CTUD55, CTUD66, CTUD75, CTUD76, CTUDT7, GTUD87. CTUD88. CTUL)97.
Coupling Take -Up Device
20
LTP4. LTP5
Tie Plates
28
RPS16, RPS=. RPS28
Repair Plate Strap
3
DGIF series hangers
Top flange hangers available in widthis ranging from 1 -1 2'to 3-
CTUD98, CTUD99
27
ML23Z, M1_24Z, ML262, ML28Z ML21OZ
Angles
29
IRSP4
Stud to Plate Connector
5M" and heights ranging from 7-1/4" to 24".
6
N3, N4, N5, N6
Heavy Hex Nuts
28
MMH8
RoofTie-Down
30
SP1. SP2, SP4. SP6. SPS
Stud Plate T e
4
DGHF series hangers
Top flange hangers available in widths ranging from 1-3/4" to 3-
7
RTUD3, RTU03B, RTUD4, RTUD4B. RTUD5. RTUD15, RTUD7, RTUD8
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPH8
HeavyStud Plate Te
518" and heights ranging from 9-114" to 24!*.
8
TUD9. TUDIO
Take -Up Device
30
MMLU26, MMLU265-2, MMLU28. MMLU28-2. MMLU210, MMLU12111, MMLUI39, MMLU1311
Face -Mount Hangers
32
SS1.5, SS2.5. SS3, SS4.5
Stud Shoe
5
E55. EG7. EGO series hangers
Top flange hangers available in widths ranging from 5-114!'to 8-
9
TUW38
Take -Up Washer
31
RSC.RBCP
Roof Boundary Chips
33
ST9, ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST6215, ST0224, ST6236
Straight Straps
7f8" and heights ranging from 11" to 32-1r7',
10
URS3
3S" Uplift Rod Run Tedown System
32
RST-3
RoofTie-Down
34
T920, T827, TB3C. TB38, TB42, TB48. TB54, TB56 TB60
Tension Bridging
6
EGQ series hangers
Top flange hangers available in widths ranging from 3-6/6'to 7-
11
URSA
112" Uplift Rod Run Tleclown System
33
RTC22Z, RTC42, RTC27, RTC44
Rigid Tie Connectors
35
TVVB1Q TWB12, TW1314
Wall Bracing
1J4" and heights ranging from I 1-11bill"lic, 37'
12
URS5
5f8" Uplift Rod Run Tiadown System
34
STC. STCT, DTC, HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiedown
7
GLS series hangers
Saddle hangers available in widths ranging from 3-114" to 6-719"
13
URSO
3/4" Uplift Rod Run Tiedoom System
35
TJC37,TJC57
Truss Jack Clips
37
W8108. WBI06C, WBI 26, WBI 26C: WB143C
Wall Bracing
and heights ranging from 8-112" to 29'.
36
Z2, Z4. Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
118" and heights ranging from 11" to 32'
FL#10441-RS
FL#105311-11`115
9
HB series hangers
Top flange hangers available in widthis ranging from I -9116'to 7-
FL#110447-115
112" and heights ranging from 8" to 30"
§2g_l
Product Model, Num bar or Name
Product Description
A29-1
Product Model, NUM bar or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 5-718"
1
DTT2
Hold-down
Sect #
Product Model, Number or Name
Product Description
I
CSH2.37x5 5, CSH2 37x7 63, C13H2.37xg.75
Concealed hangers
and heights ranging from 10-117' to 28!*.
2
HDC1014, HDCIO/22
Hold-down
I
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DH UTF series hangers
Face -mount (OU, DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-14' to 8-
3
HDO8. HHDC11, HHOO14
Hold-down
2
DSC2R-SDS3, OSC-21--SDS3, DSC5R-SDS3, DSC5L-SDS3
Orag Strut Connectors
available in widft ranging from 1-911fr'to 3-9118" and heights
7/8" and heights ranging from 7-1 t21a 32'
4
HDU2, HDU4. HOUS, HOUB, HOU11. HDU14
Hold-down
3
GBC
Gobi- Brace Connector
rang ing from 9-118" to 23-1511 6"_
12
HGLTV series hangers
Top f la nge han ge rs ava ilab ie in v.4dths ra ng in 9 fFom 3-1 t4 to 7-
5
HPA28, HPA35
Strap-stylks purlin anchor
4
HCPI.81� HCP2, HCP4
Hip Corner Plate
3
HGU3,63.SDS. HGU5.25-SOS, HGU5,50-SDS, HGU5.62-SDS, HGU7.0().SDS, HGUT25-
Face -mount hangers
118" and heights ranging from 14" to 33',
a
LSTHD8. LSTHDBRJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC", HHRC5.2".25 HHRC5.371312,
Heavy Hip to Ridge Connectors
SOS, HGU9.00-SOS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5116" to 3�
7
MASA.MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-5/8"Ito 7-
9/18" and heights ranging from I &'tc 26'
8
MPA132, MPA144
Strap -style purlin anchor
a
HRC1 81, HRC22
Hip Ridge Connector
318" and height5 ranging from 5-5116'to 12-718".
14
HUSTF series hangers
Top flange joist hangers available in wdft ranging from 3-118" to
9
PA18, PA23, PA26. PA355, PA51, PA68
Strap -style purlin anchor
7
URU26, LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5 25-SDS, HHGU5 50-SDS. HHGU5.62.SDS, HHGU7 QO*SDS, HHGU7 25-SDS,
Face-mourit hangars
3-9116'and heights ranging frorn5-afff' to 13-118"
10
PA118, PA123. PA12a PA135
Strap-stylee purlin anchor
8
LSU28, ILSSU28, LSSU210
Light Slopeable/Skewable U Hanger
HHGU9,00-SDS
15
HUTF HUCTF series hangers
Top flange hangers available in widths ranging from 1-9116" to 5-
11
STHD1 0, STHD1 ORJ
Strap-s" hold-clovon
9
TBE4, TBE6
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2. HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.M10,
Face -mount hangers
1/2" and heights ranging from 3-7116" to 15". Concealed flange
12
S`rHD1 4. STHDI 4RJ
Strap -style hold-down
10
TC24. TC26. TC28
TrussClip
HHUS7 25JIO
version (HLJCTF) available for all models having wkith equal to or
11
THA29, THA213, THA218, THA218-2, THA222-2, THA4113, THA41 3, THAC418, THA422,
Adjustable Truss Hanger
7
H8UR, HSUL, HSURC, HSULC series hangers
SkGNwd faco-mount: hangers available in widths ranging from 3-
greater than 2-9/16".
THAC422, THA426, THA422-2, THA426-2
118" to 5-1/8" and heights ranging from 4-314" to 15-3/4!*�
16
HWP series hangers
Top flange hangers available in widths ranging from 1 -9116" to 7-
12
THAII.81122, THAl2 06122, THAl2 li22, THA1222, THAI322, THA13522. THA1422
AdjustableTrusis Hanger Sized for I -Joists
Concealed flange version (HSURC, HSULC) available for all
lilt" and heights ranging from 5-3/6'to 28"�
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models: only acute flange Is concealed
17
HWPH series hangers
Top flange rangers available in widthis ranging from 1-9/16'to 7-
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hangers
8
HTU26. HTU28, HTU210, HTL126-2, HTU28-2, HTU210-2
Face -mount hangers
1/2" and heights ranging from 5-316'to 32'
15
THJM2-"DS3, THJM2-"DS3, THJU26, THJU28-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from I-W(T'to 7-
18
ITS series hangers
Top flange hangers available in widths ranging from 1-9116'to 3-
16
TSEIR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2-71&'to 19-114'. Concealed flange
518" and heights ranging from 9-11&'to 16'
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUC) available for all models having width equal to or
19
JS series hangers
Top flange hangers available in width of 1-9116'and heights
18
VTCR
Valley Truss Clip
greater then 2-1;11 6"�
ranging from 5-3/8" to 7.114"
10
HUC01.81/9-SOS, HUCQI.81f11-SDS, HLJCQ210-2-SDS, HUCO210-3-SDS, HUC0310-
Face -mount hangers
2D
J13A series hangers
Top flange hangers available in width of 1 -9MIT'and heights
SOS, HUCQ410-SDS, HUC0412-SDS, HUCOS.251MDS, HUCQ5.25/11-SDS, HUCQ610-
ranging fromg-WIS"to 113-1/8"
SDS, HUC0612-SDS
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rjV2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213W2020
Eff,"5Z "M
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12r�O�20
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3V2020
For direct Inks to all SST approvals listed balam. CLICK HERE
C=
For direct Inks to all SST approvals Ned belowE CLICK HERE
C=
For direct Inks to ell SST approvals Wed below, CLICK HERE
For direct inks to efi SST approvals Ned "cv,, CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Mairi-Dedir County Notice of Acceptance (NOA),,Q�.
For additional Information regarding Florida's Statewide Product Apprwal System and Marri C�ounty Notice of Acceptance (NOA), CLICK HERE.
For additional information regarding Flonda!s Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA),.�,�,
For additional information regarding Floridal's Statewide Product Approval System and Man -Dade Qmnty Notice of Acceptance (1,10A). LLULdf.U.
21
LB series hangers
Top flange hangers available in width of 1-911 6'and heights
FLVI 14WR5
18
S&BV1.56, VLBV1.81. VLBV2,06, SILEV2,37, SIUBV2 56, SILBV2.68. S/LSV3 12,
Top Fla nge Joist Hangers
5
SET-XP
Adhesive Anchor for concrete
ranging from 5-318" to 15-1/8"
S(LBV3.56, SILBV3 62. VLBV4.06. S/LSV4 12, SfUBV4.28, StLBV4.75, SILBV5.50
6
Strong -Solt 2 (STS2, STS24SS, STS2-68S)
Strong -Soft 2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available In wdth of 1-9/1 IT'and heights
J%L1
Product Model, Number or Name
Product Description
19
SILTT20, S/DTT2Z, SIHTT14, HTT4, HTT5
Holdowns
steel and Types 304 and 316 stainless steel
ranging from 9-WIT'in 13-1/8"
1
HHUS210-3, HHUS2104
Joirt Hanger
20
SIMSTOO, SIMST72
Straps 118 mil (10 ga)
7
Trien HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS)
Then HO Heavy Duty Scrow Anchor for concrete and masonry
23
UEG3, LEG5. LEG7 series hangers
Top flange hangers available in WdthS ranging from 3-1/4" to 6-
2
HRS6, HRS5, HRS12
Strap Ties
21
SP4. SP6
Stud Plate Ties
available with hex head in carbon steel and Tpes 3D4 and 316
7fS" and heights ranging from 9" to 33-1r2'
3
HUCO210-2-GOS, HUCC210-3-SDS, HUCq310-SOS
Joist Hanger
22
SSP, DSP, TSP
Stud Pbta Ties
stainless steel, or vAh countersunk head in carbon steel and
24
MEG5. MEG7 seres hangers
Top flange hangers available in widths ranging from 6-114" to 6-
4
THGB2, THG83, THGBH2, THGSH3, THGSH4
Joist Hanger
23
STC, OTC
Truss Clip
Type 316 stainless steel
718" and heights ranging from 9" to 32-ItZ'
5
THG02-SDS3, THGC3-SOS4 5. THGQH2-SDS3 TH(3QH3-SDS4 5, THGQH4-SDS6
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titen HD Rod Coupler (THD37634RC, THD50934RC)
Titan HO Threaded Rod Coupler for concrete
25
MIT series hangers
Top flangs hangers available in widths ranging from 1 -911610 5-
6
THGW3-3, THGW3-4, THGW4-3, THGW4-4
Joist Hangar
25
TJC37
Truss Jack Connector
9
Titan HO Threaded Rod Hanger (THDB25158RH. THOB37158RH, THD37212RH,
Then HO Threaded Rod Hanger for concrete
118" and heights ranging from 9-114" to 24'
THD50234RH, THD10212RH)
26
PF. PFB. PFDB, PFOSB series hangers
Top flange hangers available in width of 1-9116'and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-318" to 7-1/&'
FL#11473.R5
FL*13904-R5
27
RR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in wdths ranging from 1 -911V'to 7-
106"
Product Model. Number orName
Produ t Description
1�jnj
Product Model. Number or Name
Product Qewd2Wm
FL#16230-118
IM" and heights ranging 9-1/4"Ific, 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.5Q-SDSHDG, CCTQM3.62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTOM4.82-SOSG CCTQMS.50-SDSG,CCCOM362-SDSG CCCOM462-SDSG,
Product Model, Number or Name
Product Desc l
3
HIB, H16S, H16-2. H18-2S
Hurricane Tie
CCCQM5.50-SDSG
1
AT-XP
AT-XP High -Strength Acrylic Adhesve for concrete or masonry
FL#10060-R3
4
HETA12, HETA16, HETA20, HETA24 HETA40
Embedded Truss Anchor
2
ECCLOM3.62G-KT. ECCLOM4-62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT.
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesive for masonry
5
HETALIZ HIETAL16, HETAL20
Embedded Truss Anchor
ECCLLQML)4,b2G-KT, ECCLLQMO5.5OG-KT. ECCLROM03.62G-KT, ECCLRQMD4.62G-
3
SET-XP
SET-XP Hilgh-Strength Epoxy Adhesive for masonry
12"
Product Model, Number or Name
Product Description
6
HGAMIO, HMO
Masonry retrofit connectors
Kr, ECCLRQMD5 50G-KT
4
Strong -Bolt 2 (ST62)
Strong-Boft 2 Wedge Anchor for masonry
I
ABA44 ABA44R, ABA46, ASA461R. ABA66. ABA66R
Adjustable Post Base
7
HHETA16. HHETA20. HHETA24, HHETA40
Heavy Embedded Truss Anchor
3
HGIUM6.25. HGUM5 50, HGUMTOO, HGUM7 25, HO UM9,00
Heavy Masonry Hangers
5
Titan 2 (TTN2)
Titan 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU46 ABU46R, ASU5.5. ABU5-6 ABU65, ABU66, ABU66R ABU88,
Adjustable Post Base
8
LGT2, 1_GT3.SM,5, LGT4-SDS3
GirderTieclown
4
LGUM26-2, LGUM26-3, LGUM264, LGUM28-2. LGUM28-3, LGUM28-4, LGUIM210-2,
Masonry Beam Hangers
6
Tien HD (THD-H4SS. THD-H6SS, THD-CS6SS)
Then HD Heavy�Duty ScrewAnchor for concrete available in 3(A
ABUBBR, ABU1010 ABLI1010R. ABU1212. ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM2104, LGUM46. LGUM48, LGUM410
or 316 stainless steel with hex head, and 316 stainless sibeelwith
3
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ. ABW7-7
Adjustable Post Base
10
META12, META16, METAIS, META20, META24, META40
Embedded Truss Anchor
5
MBHA3.12/9,25, MBHA312111.25. MBHA3.560 25, M8HA3 56/9.25, MBHA3 5611125,
MasonryTop, Flange Beam Hangers
countersunk head.
4
AC4, AC4R, ACE4, ACO, AC8R, ACE8
Post Cap
I I
MSTAM24, MSTAMB, MSTCM40, MSTCM60
Sitrap, Tie for Masonry
MBHA3.56/11.88, MBHA3.56114, MBHA3.56f16, MBHA3.56)18. MBHA5.6Of7,25,
7
Titen Turbo (TNT)
Than Turba Screw Anchor for concrete or masonry
5
BC4, BC46. BC4R. BC6, BC6R. SC8, BC52-214, BC-52-3/6
Post Cap
12
MTSM16, MTSM20, HTSM16. HTSM20
Twist Straid for Masonry
1yBHA5_60ig.25, MSHA5 5011.25, MBHA5.50111 88. MBHA5.5Otl4, MBHA5.5Of16,
6
CE144, CB46, CB48, CB613, C1388
Embedded Column Base
MBHA5.50/18
7
CBSQ44-SDS2, CBS046-SDS2, CBSQ66-SDS2, CSSQ85-SDS2, CBS088-SOS2
Embedded Column Base
6
MBI-11,13,56/9.25, MBHU3.5&11.25, MBHU3.5&11.B8. MBHU3.56114. MSHU3.56/16,
Masonry Beam Hangers
FL#I 607-R3
8
CC, ECC, ECCU Series
Scifted column caps with W1 ranging from 3.14' to 9-1t2" and
FL#11496-R5
MBHU3.5&18, MBHLl 25. MBHU6 W1 1 25. MBHU5.50111.88, MBHU5.60/14,
VY2 ranging from 3-5f8" to 7-1f2"
MBHU5.50/16, MBHU5 50/18
,&"
Product Model, NUMber or Narne
Product Description
9
CCCkSDS2.5; ECCQ-SDS2 5 Series
Screvved column caps wth W1 ranging from 3-1/4" to 9-1f7and
JW
Product Model. Number or Name
Product Description
I
X34131016-51<z X1S1OI6, XI S1 01 6.41<� X0181018, XQ1 61 0164K
#10-16 Strong -Drive X Metal Self -Drilling, Topping Screws with #3
W2 ranging from 3-5/8" to 7-112"
1
OTTIZ
Deck Tension Tie
Drill Point
10
CPT44Z, CPT66Z, CPT88Z
ConceaW Post Tie Base
2
H012, HDI9
Soiled Holdowns
FL#13975-RO
2
XL0114TI224, XLQ114BI224-2K
412-24 Strong -Drive X_ Large -Head Metal Self -Drilling, Tapping
11
EPB44A. EPB44. EPB46, EPB66
Embedded Post Base
3
H03B, HD5B, H07B HD9B
Boded Holdownis
Screws with #6 Drill Point and Large Diameter Hex Washer Head
12
EP84Z
Embedded Post Base
4
HTT4. HTT5. HTTS-3/4
Tension Ties
Sea 9
Product Model, Number or Name
Product Descriotion
3
XMQ1 14SI 224, XMQ1 14BI224-2K
fil 2-24 Strong -Drive XM Medium -Head Metal Seff-Dfilling,
13
LCB44, LCW6
Embedded Column Base
5
LTT19, ILTT20B. LTT131
Light Tension Ties
I
SDW223M, SOW22338, SOW22438, SDW22458, SDW22500, SDW22600, SDW22W8,
Strong-Dirlive SOW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #5 Drill Point and Medium Diameterr Hex
14
UPC4Z, LPC6Z
Light Post Cap
SDW22834
4
XQI 14SI 224, XQ1 1 4BI 224-2.5K X1 14S1 224, XQI I 2SI 224� XQI 12B1 224-2K
#12-24 Strong -Drive X Metal Self-Urilling, Tapping Screvys %" Ill
15
MPS44Z, MPBWZ, MP1388Z
Moment Post Base
2
SOWC15450, SDWCI58O0
Strong -Drive SDWC TRUSS Screw
Drill Point
16
PB44, PS44R, PB46. PB66, P866R
Embedded Post Base
FL*13628-R5
3
SDVVH 1 93OODB. SDWH I 94001)13� SOWH I 96OODS, SDWH 1 OSOODB: SDWH 191 DOODB
Strong -Drive SDWHI TIMBER-H EXSoravv
5
XU34S1 016, XU34BI 01 6-5K
#10- 16 Stra ng-Drive XU Metal Self-D rilling: Tapping Screws with
17
PBS44A,PBS46 PBS66
Embedded Post Base
4
SOWH27400G, SOWH27BODG SDWH278ODG, SDWH2710OOG, SDWH2712DOG
S`trong-Dme SDWH TIMBER -HEX HDG Screw
#1 Drill Point
18
PBV6, PBVIO
Round Post Base
AHLA
1. Number or Name
Product Description
5
SDWS16212, SOWS16300, SDWS16312, SDWS16400
Strong -Drive SDWS FRAMING Screw
19
PC44-16: PC46-18, RC48-16 PC64.18, PC66-16 EPC44-16. EPC46-16, EPC48-15,
Postcap
1
SB518x24, SB7t8x24, SS1x30
SS Anchor Boths
6
SDWS19800, SDWS19712, SDVVS22400,SDWS225OO.SDWS22512, SDWS22500,
Strong-Drrve SOWS TIMBER Screw (interior Grade)
EPC64-16, EPC6&16
2
SST916, SSTB20, SSTB24, SSTB2a, SST834, SSTB36, SSTB16L, SSTS20L, SSTB241
SSTS Anchor Bolts
SDWS22800, SOWS22900, SDWS221 000, SDWS2211004 SDW=1 200. SDWS221 500
FL#35320-RO
20
PC4Z PC4R7 P0ffZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCaZ, EPGBRZ. EPC8Z,
Post Cap
SSTB28L
7
SDWS2230OD8. SOWS2240OD8. SDWS22500DB. SDWS22800DB, SOWS2280OD8,
Strong -Drive SOWS T IM13ER Screw (Exterior G rade)
EPC8RZ
SDWS221 00008
&W
Product Model. Num bar or Name
Product Description
21
PPB44-4Z. PPB44-6Z
Post Base
8
SOWS22311208B, SDWS22512DBB
Outdoor Accents Structural Wood Screw
I
DSSCS43.5. DSSCB415, DSSC848, DSHS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SDWS2730OSS, SDWS274OOSS, SDWS27500SS, SDWS276OOSS. SDWS278ODSS,
Sirong-Drive SOWS TIMBER SS Screw
2
FCB43.5, FCB45 5. FC947 5, FCB49�5. FCB411.5
Bypass Framing Fixed -Clip Connector
SDWS27100OSS, SDVV527120OSS
3
FPHSD34S1018, FPHSD3481010, FPHSD34B1O1fl-5K, FPHSD34,91214,
#10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFSSeff-
Seq X
Product Model, Nurn bar or Name
Product Description
10
SDWV13400
Slrong-Dme SDWV SOLE -TO -RIM Screw
FPHSD34Bl2l4. FPHSD34B1214-5K
Drilling, Tapping Screws
FL#10866-R5
1
CMSTI 2, CMST1 4. CMSTC1 6. CS1 4, CS16, CS1 6, CS20, CS22
Coiled Stiraps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC_4.25, LSFC6.25, SFC225, SFC4 25. SFC6 25
Steel From ing Cori nector
2
HRS6. HRS8 HRS12, FHAS, FHA9, FHAl2, FHA19. FHA24 FHA30, MSTI26, MST136,
Straps 97 mil (12 ga)
6
LSSC4.25, LSS06 25, SSC2.25, SSC4.25. SSC6 25, MSSC2_25, MSSC4 25 MSSC6 25,
Steel Stud ConnecrtiCins
1§221
Product Model, Number or Name
Product Description
MST148: MSTISO, MST]72, SIMST27, SIMST37, S/MST48
MSSC4.25KW, MSSC6 25KW
I
FJA, FSA
Foundation Anchor
3
HTS16, HTS2C, HTS24, HTS28, HTS30, HTS30C
Heavy Twst Straps
FLNI 5363-R3
6
RCKW3, RCKM,5, RCKW7 5, RCKW3S RCKW5 5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24
Straps 43 mil (18 ga)
7
SCB43 5. SCS45,5, SOB47 5,SCS49 5, SCS411,5. MSCS45�5. MSCB47 5
Bypass Framing Slid& -Clip Connector
3
GH46-6, G114", GH484 GH48-8, GH410-6. GH410-8. GH66-6t GHS&8� GH68-6, GH68-
Girder Hanger
5
LSTA9. LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, ST292, ST2122, ST2115, ST2215
Straps 33 mil (20 go)
§W
Product Model, Num Der or Name
Product Description
8
SCS32-5197, SCS62-5i97. SCS62-511 18, SCS82-6)118
Bypass Framing Connector
8, GH610-6, GH810-8
6
LSUSH3.25, SUBH3 25, MSUSH3.25
Bridging Connector
1
AS 18, AS I SS5; AS 18:38
18 ga. Truss Plates
9
SCW3.25, SCWS.5
Head-of-Wali Slikie-Clip Connector
4
GLB5A, GLWB. GLB5C. GLS5D, GLB7A, GLB713, GLS7C, GLE17D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 20HS
20 ga. High Strength Truss Plate
10
SJC8.25, SJC10.25, MSJC8.25� MSJC10.25
Steel Joist Connectofs
5
GLST512, GELT812, GLBT516, GBLT616, GLBT520, GBLTS20
Glularin Bearing Plate
8
LTS12,LTS16,LTS18,LTS20
Light Twist Straps
3
AS-20
20 ga. Truss Plate
11
SSB3 518
Bypass Framing Slide -Clip Strut Connector
6
HGLSA, HGLBB, HGLBC, HGLBD
Heavy Glularn Bearing Plate
9
MSTA30, MSTA36, ST0215, ST6224, 5TO, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52
Sir apis 54 mii (16 go)
4
ASHP
Hinge Plate Connector
12
XLSH3481414, XLSH78B1414
#14-14 Strong -Drive XLSH Shouldered Seill-Onfling, Tapping
7
HGT-2, HGT.3, HOT-4
Heavy Girder Tieclown
10
MSTC68, MSTC78. ST6236
Straps 68 mil (14 ga)
Screvvs
8
UFPIO-SDS3
Universal I Foundation Plate
11
MTS12, MTS18, MTS18. MTS-M MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XQ1 S1 016, X01 8101 6-41k, X01 81214, XQI R1 214-3 5K, X078SI 224, XQ78BI 224-3K,
#10-18 412-14 and #12-24 Strong- Drive X Metal Seli-Drilling,
9
URFP
Universal Retroft Foundation Plate
12
S161.56, S181.81, SM.06, S/62.37, S/132.56. SIB2.68, SIB3.12, SW.56, SIB3.62, VB4.06,
Top Flange Joist Hangers
FL#15730-R4
XQI 1 4S1 224; X011401224-2.5K, X01 1281224, XQ1 1281224-2K, X3491016-5K.
Tapping Screvvis
SiB4,12,!51134.28, SfB4.75, S65.50
X1 S1016, XIB10164K, XIS1214, XIB1214.15K
13
SfBAZAM, SIBA2.12/10, SIBA2.12J12, SIBA2.12M4, S/BA4.18/8, SIBA4.18/10,
Top Flange Joist Hangers
Product Model. Number or Name
Product Descriation
SIBA4,1131112, StEA4,18114
1
ET -HP
Adhesive Anchor for concrete
14
StHIA
HurricansTie
2
GAC, GDP, GOPM-60, GDPM-75, GDPM-100, GOPS. GW-501 GW-75, GW-100, GTH
Gas -actuated fasteners and assemblies
15
S/HD8S. SIHO80, SAAD10S. SfHD10B, S/HD15S, SAA015B
Holdowns
3
PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PNWPW, PDPAWL,
Powder -actuated fasteners. threaded studs, and assemblies
16
SHDU4, SlHDU6, SIHOUP, SIHOU11
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K. PCLDPA, PECLDPA, PTRHA3, PTRHA4
17
SIJCT, S/HJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
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SHEET NO.
PA 1.2.
MIAM� WAMI-DAMCOUNW
PRODUCTCO-WIROL SECTION
FGT Industries. Inir.
PGT Industries, Inc.
PGT bulustrie% Im.
118:05 SW26 Sawk Rwm-Vlt
NOTICE OF ACCEPTAINCE: EVIDENCE SUB3MTED
NOTICE OF ACCEPTANCE: EVIDENCE SUB11ITTED
DEPARTMENT OF REGULATORY A" ECONOWC RESOURCES OtER) MnwL, Fkwift 33175-2474
BOARD A" CODE ADX�TRATIGW DIVISION T (736) 315-2590 F (7W 315-2599
NOTTCE OF ACCEPTANCT: EVEDENCE SUBMrFTED
D. QU.4LLIrY ASSURANCE
NOTICE OF ACCEPTANCE (-NOA) www-Amisinkisde.joveconamy
1. Evidence submitted under previous NOA
A. DRAW1NGS
B. TESTS (continued)
L Miami Dade Department of Regulatory and Economic Resourm ULER)_
PGT Industries, Inc.
1070 lechndoly Drivc,
I - Mamffactur&s die drawings and sections.
S. Test report on 1) Air Infiltration Tesi, per FBC, TAS 202-94
T N
'orth Venice, FL 3427 S
(Submifted under.,VOAX& 11-0107 04)
2) Uniform Static Air Press= Test. per FBC, TAS 202-94
E. KXTERLAL CERIMCATIONS
SCOPE:
2- Drawing No. MID-5570.0, titled -Vinyl Sliding Glass Dom NOA aW', sk-ets 1
3) Water Resistance Test, per FBC, TAS 202-94.
1. Notice ofAcceptance No. U"528,14 issued toVision Extrusion Limited for their
Thi&NOA is bemgmuedunder the applicable rules and regaktions goveming the use of constructionmaterials- The
through 21 of 2 1, prepared by manufacturer, dated 101054 5, with revision A dated
4) Large Missile Impact Test per FBC, TAS 201-94
-WIkke Rigid PVC Exterior Extrusions for Windows and Doore'. dated 08,43.45.
documentation submitted has beenre-v if -wed and accepted byMami-Dade County RER -Product Control Section to
041054 7, signed and scaked by A. Lynn Miller- P.E.
5) Cyclic Wind Pnwm Loading per FBC, TAS 203-94
expiring on 091WI9.
be used in NfiamiDade Counryand odwareaswhae allowedbythe AulhorityHavingJufis&cti(=(AHJ)-
6) Foxed Enny Test, per FBC, TAS 202-94
2. Notice of Acceptance No. 16--0920,08 issued to Vision Exinision Limited for their -'VE
This NOA shall not be valA after the expaidon date stated below- T`he MuLmi-Dade County Produc t Control Secun
B. TESTS
21M with m2rked-up drawings and inst2liation diagram of virryl sliding gbss door, prepared
1000 Tan 202 and lighter Shades (Non-A%Wke) Rigid PVC Exte6or Extritsions for
(En Nfiami Dade County) andlorthe AM (in areas other thanMiamt Dade Cmnty) reserve the right to have this
I - Test report on 1) Uniform Static Air Press= Test, per FBC, TAS 202-94
by Fenestration Testing Lab- Inc., Test Report No_FTL 8549, aated I 1,%,'l 5, signed and
W�mdows and Doors", dated 110816. expiring on 12P-9/2 I -
product or m2knial tested for quaW aswrance pusposes- If diss product or m2terial fals to peiform in the a ccepted
2) Large Missile In4mct Test per FBC, TAS 201-94
scaled by Idalmis Ortega. P. E_ (Pest report revised on 12104115 and Oill 1116)
3- Notice of Acceptance No. 1-"528.15 issued to Vision Extrusion, Limited for their
manner, the m arw&ctum win incurthe expense of such testing andthe AlUmay immediately rev oke, mo dify. or
3) Cyclic Wind Preswe Loading per FBC, TAS 203-94
6. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94
"Brown Coated (Painted or Laminated) N%Vo Rigid PVC Exmior Extrusions for
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
along with marked -up drawings and installation diagram of vinyl. sliding glass door. prepared
2) Uniform Static Air Ptessure Test- per FBC, TAS 202-94
W-mdows and Doors", dated 08,113/15. expiring on 0930119-
acceptance. if it is deterinined byNRami-Dade CountyProduct Control Section that this ptoduct or maerW fails I o
by Fenestration Testing Lab, Inc. Test Report No. FTL 8717, dated 12A) 715, sigried and
3) Water Resistance Test, per FBC.. TAS 202-94.
4. Notice of Acceptance No- 1"712.02 issued to ENERGI Fenestration Solutims USA,
meet the requirements of the applicable building code.
This prodwt is approved as described hemin and has been designed to comply with the Florida Building Code,
sealed by Idahnis Ortega, P_ E_ (rest report revised on 01115[16 and 0124i 16)
4) Large Missile Imp2d Test per FBC, TAS 201-94
Inc. for their -T.4-N 3040 and Lighter Shades (Non -White) Rigid PVC Exterior
mcluding the High Vekwity Hurricane Zone
2, Test report on 1) .4jr Infiltration Tes;t. per FBC. TAS 202-94
5) Cyclic Wind Presune Loading per FBC, TAS 203-94
Exh-usions for Windows. and Doors" dated 0-0115116- expiring on 02.,04i2l
DESCRIMON: Series '_4A.70/2 770" Vinvi Shding Glass Door (Reinforced) w/wo 900 & 13.50 corners-L-Ml.
2) Uniform Static Ak Pressure Test- per FBC, TAS 202-94
along with marked -up drawings and inst2lIation diagram ofvinyl shdtn_g glass door ' prepared
5. Notice of Acceptance No- 16-0712.0-4 issued to ENERGI Fenestration Solutions USA,
"Bronze
3) Water Resi� Test, per FBC. TAS 202-94-
by Fenestration Testing Lab- Inc-, Test Report No. FTL 8552- dated 12-V4115, signed and
Inc. for their and Lighter Shades of Cap C oated Rigid PVC Exterior
APPROVALDOCT-TAIEN.-T.- Drawing No- MD-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (LK-, sheft
4) Large Missile Impact Test per FBC, TAS 201-94
sealed by Idalmis Ortega, P. E_ (Test report revised on 02,115.,2016)
Extr-usions for Vi indows and Doors" dated 09A 5116t expiring on 04/1&20.
1 through 21 of 2 1, preparedbymaitubcturer- dated io./om 5 and Last revised on 01A V2 1. signed and sealed by
5) Cyclic Wind Pressure Loading per FBC_ TAS 203--94
7- Test report on 1) Uniform Static Air Pressare Test- per FBC, TAS 202-94
6- Notice ofAcceptance No- 1"712.03 issued to ENERGI Fenestration Solutions USA,
A. Lym Kdler, P-E.. bearing the CountyProduct Control Revision stamp with the Notice of
i
6) Faced Entry Test, per FBC, �S 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
Inc. for their -Vlike Rigid PVC Exterior Extrusions for Windows and Doors" dated
Acceptance number and expiration date by the INlimm-Dade County Product Control Sechon.
along with m2ited-up drawings and installation diagram of vmyl sliding glass door prepared
3) Cyclic Wind Presswe Loadingper FBC_ TAS 203-94
09110d 7, expiiing on 02/28118.
AIISSME IWACT RATING: Large and Small Nksffe lWact Reszoa of
by Fenestration Testing Lab, Inc., Test Report No- FTL,9546- dated I IWI 5r signed and
along with marked -up draw-ings and installation diagram of %myl sliding glass door, prepared
7- Test repoctsNo(s). I0-(W2-792(A), 10-06-M0527- 535753-09- per AS"IME-84,
Limitations:
scaled by Idalmis Ortega, P_ E. (lest report revised on 0 1 /04/16 and 02,111 M2 16)
by Fenestration. Testing Lab- Inc., Test Report No. FTL 6639 (�amples A-1 thru A-22). dated
ASTND 1929 and ASTMD-63 5. issued by EXOVA to Vision Extrusion. for cellulosic
I . See table I (sheetD and tabke 2 (sheet 8) forapplicable SGD unit sizes, design presswes- reinforcements types,
glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets reqffiirments in I I thm 16-
3, Test report an 1) Air Infiltration Test, per FBC_ TAS 202-94
11 �`l 9,110, signed and scaled by Jorge A- Canso. P. E. (Submiffed under N, 0-4 A& 11-
composite Material.
2. Rigid, Whiw PVC. Tan (Non -white) Rigid F'v1C and Brovai coated (Paused or lam ted)vALftRipdFVCtobe
2) Uniform Static Ak Pressure Test, per FBC. TAS 202-94
3) Water Resistance Test- per FBC, TAS 202-94
01070-4)
9 Test report on 1) Air Inhiltration Test, per FBC_ TAS 12W-94
(Submfted underAW.A.-Vo. 11-0107 04)
8. Notice ofAcceptance No. 14-0916.1-1 issued to Kurmy America... Inc. for their
labeled per referenoed NOA's requirements.
3. ELwess operable dom mud comoy with mm clear width or heigW per FBCrequirememt asapphe-able.
4) Large Misssile.lmpact Test per FBC, TAS 201-94
2) Uniform SUtic Air Pressure Test, per FBC, TAS 202-94
'"SentryGlast (Clear and White) bterlayee.,expiring on 07104118.
4. Pocketwalls under separate approvaL to be reviev"byBuilding official
5) Cyclic Wind Prcss:nre Loading per FBC, TAS 203-94
3) Water Resistance Test, per FBC, TAS 202-94-
9. Notice ofAcceptance No. 16-1117.01 issued to Kuraray America, Inc- for tbeir
a lop , city, state and series and
LABELP�G: Each unit shall bear a pennanent label with the manafacmreesn or D
6) Forced Entry Test, per FBC, TAS 202-94
4) Large Missik Impact Test per FBC, TAS 201-94
Trosffoll- Ultrack-ar. Clear and Color PNB Interla- expiring on OT08,19.
yers
following statemeaL'Ifiann-Dade County Product Control Approved'. noted herein-
along with marked -up draw tags and installation. diagram ofvm)4 sliding glass door prepared
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
REINEWAL of thisNOA " be consideredafter a retieval application has beeafiledand them has beenno
by Fenestration Testing Lab, Inc.- Test Report No. IFTL 8547- dated 12/04115� signed and
6) Forced Entry Test. per FB C_ TAS 202-94
F. STATEXIENTS
change in the applicablebuilding code negatm-ely affecting the performance ofthis product,
sealed by Idalmis Ortega, P_ E. (Fest repon revised on 021516)
along with marked -up drawings and installation diagram. of vinyl sliding glass door- prepared
1 - Statement lettef of conformance with FBC-5d, Edition (2014) and FBC-66 Edition
TER11INA110N of this NOAwill oc cur after the expiration date or if them hasbeea a revision or chaW in the
4. Test report an 1) Air Infiltration Test, per FBC_ TAS 202-94
by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (samples A- I thru A-5), dated
(2017� issued by manufacturer, dated 08/14.117, signed & scaled by Lynn Miller, P.E_
materiaK use, andtormamewa of the product or process- Misuse of this NOA as anendonsernest of any pro&M
2) Uniform Static Air Pressum Test- per FBC_ IAS 202-94
12,10640, signed and scaled by Jorge A- Cam, P. E_ (Submiked under NOAAo. 11-
2- Statement letter of no financial interest, dated 04/1 & 17- issued by manufachm. signed
forsakes, advertisingur anyotherpuiposesshall automatically*nuinate this NOA.Failweto complywithany
3) Water Resistance Test, per FBC, TAS 202-94
0107.09)
& smled by Lynn Miller. P_E_
section of this NOA shMbe cause for k-rmination and removal ofN0A_
4) Lafge MsWe Impact Ted per IFBC, TAS 201-94
3- Lettff of lab comphance, pat of the above test reports.
'T: The NOA aunibes prec eded by the words Nfiama-Da de County- Flondi& fo bythe
ADVERTISE-NIE-N and Bowed
5) Cyclic W ind Pressure Loading per FBC. TAS 203-94
C. CALCTTLATIONS
4. RER_ Test Proposal No. 17-0387- dated 051053 7. sioned by Ishaq Ckanda, P�E.
expiration date may be &%lAayed in advwtsmg bterature- if anyportion of the NOAis displayed, then it sha 11 be
6) Famed Entry Test, per FBC, TAS 202-94
L Anchor verification calculations and structural analym, compbymg wahFBC-2014,
done in its entirety-
along with mzkod-up drawings and instatatimi. dugram of vinyl sliding glass door- prepared
prepared by PGT_ dated 121094 5and last revised on 02,15116- signed and sealed by
G. OTHER
LNSPECTIO'N: A copy of this entire NOA shall bepro-6ded to the uw bythe mamifactuter or its distributors and
by Fenestration Testing L2b_ Inc.. Test Report No. FTL &548. dated 121043 5� qpwd and
An&myL MiBer, P.E. (Submifted undrr.N 0_41V&M-1210.04
1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series
shall be available fDr inspection at ihejob site at the request of theBuildmg Official.
sealed by Idalmis Ortega, P. E_ (Pest report revised on OL0416 and 02/11116).
2. GWing complies with ASTME-1300-09-
557 012770" Vinyl Sliding Glass Door (Reinforced) - L. M11". aq3ifing on 04/14,121
ThisNOA revises & renemrs'NOAft28-0429.05% and consists of thispage I and eiidence pages E-l� E-2, E-3, E-4,
i Z A,
E-5 & E-6 as well as approval document nmtioned abom.
hk2q L C-Immla, P.E.-
Ishaq L Chands. PJE.
hhaq L Chanda, PJE.
The submitted documen lotion wa s reviewed by Ishaq I Clonda. P.E.
Product Coiatrol U.-Aft SuperTisor
Product Control'Cuit Super"sor
Product Control Unit Supervisor
NOA No� 21-01.05.03
NO.41 No. 21-020-51.03
NOA NO. 21-020-9.03
N0.1 IN"o. 21-4205.03
AMN)AM CAWN"M ExpiratianDatet ApriI14,2026
Expiration Daw. April 14,2026
Expiration Date- April 14,2026
Expiration Datet Aprill4,2026
Approv-al Dato-l"reh 25,2021
Approval Datt. March 2-55, 2011
Approvol Date- Afarck 25, 102 1
Approva I Date: Af2rch 15, 2021
Pagel
E-1
E -2
E -3
PGT Industrie-i, Iuc.
C G1 W, mdows a ad Doors, Inc.
PGT Industries, Inc.
NOTICE OF AC CEPT-ANCE: EVIDENCE SUB'_%HTTED
NOTICE OF ACCEPTANCE: EVIDENCE SUMN[ITTY-D
NOT110E OF ACCEPTANCE: EVIDENCE SUBMITTE
2. Evidence Submitted under previous submittal
E. MATERIAL CERTIRCATIONS (continue)
3. New Evidence Submitted
5. Quanex Part Suver Sipacer Standard com;Aying with AS'1M C5 IS Therm2l. Conductivity
A. DRAWTNGS
0-881 BTU -in/ hr.-fr-'F, ASTM F 1249k;VM-Pass. ASTM D3985 Oxygen-41ass.. ASTM E
A. DRAWINGS
1. Drawing No- AID-5570.0 Rer B. tilled -Vinyl Sliding GUss Door NOA W'. she ets
-1190 I.G_ Durability -No Fog -Pass. (Su3ndued underpmious NOA Ao. 15-0409. 05)
1. Drawing No. 3ID-5-570.0 Rev B, titled -Vinyl Sliding Glass Door NOA (LW, sheets I
I throtigh 21 of 2 1, prepared by manufacturer. dated 10,05/15 and last re%ised. on
through 21 of 2L prepared by rnanufacturer, dated 10?05/15 and L-0 revised on 02-101�21_
K22/20, signed and sealed by A- Lynn Miller, P-E.
6. Quanex Part Duraseal complying with ASTM C518 Tbermal Conductivity 2-22 BTU -in/
signed and sealed by A- Lynn Miller, P.E_
hr.fF�--F, ASTM F 1249 VN'Tli-Pass. AS1M D 1434 Asgon Perme=�-_Pass, ASIM E
Note This revision consists replacement of same existing installation screw with flat head-
B. TESTS
2189 I-G, Durability -No Fo& ASTM E 546 Dew Point Development -201F in 48 his.
1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94
(Suhnifted tinder NOA No. 15-0409.05).
B. TESTS
2) Uniform Stahc Aw Pressure Test, Loading per FBC, TAS 202-94
7- Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification
3) Water Resistance Test. per FBC. TAS 202-94
for Rigid Poh
pmyl Chloride (PVC) Exterior Proffles for Vision. Extrusions, Ltd.-VEX-1 by
1. None-
4) Large Missile Impact Test per FBC, TAS 201-94
AAMA Fenestrdion. Eidmor Prof Be Certif ication Program (Submitled under NOA Xo 15-
C. CALCULATIONS
5) Cychc Wind Piessure Leadingper FBC, TkS 203-94
0409.05)
L None
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
8- Vision Extrusions, Ltd. Parts complying with PVC-fiAK-k 3 03 -13.
-
representative units listed below and tested to qualify Dowsil. 791 and Dowsil 983 silicones,
(Submifted under NOA Aro. 15-6409. 05)
prepared by Fenestration Testing Laboratory, 1w., Test Reports No.:
9- PVC-AAMA 303-13.. Voluntxy Specification fet Rigid Polyvitiyl Cldoride (PVC) Exterior
D. QUALITY A SSITf LXNZ C E
FTL-7897, PGT P'%15520 PVC Fixed Window (unit 6 in proposal), dated 09,03114
Profiles for Vision Extrusions, Ltd_VEX-1 by AAMA Fenestration F.-Affior Profile
I. Miami -Dade Department of Regubtay and Economic Resources (RER)-
FTL-20-2107.1, PGT SGD780 Alumimitra Sliding Glass Door (unit 7 in proposal) IFTL-20-
Catification, Program
2107.2, PGT CA740 A him Outswing Casement Window (unit 9 in proposal) FTL-20-
10- Notice of Acceptance No- 19-1217.14 issued to Energi Fenestration Solution, USA, Inc. for
E, MATERIAL CERTIFICATIONS
2107.3, PGT PW7620A Aluniinum Fixed'%rmdow (unit 9 in pwposal) and IFTL-20-2107-4.
their '-Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for
L Notice of Acceptance No- 19-0305.02 issued to Kararay America, Inc. fortheir
PGT PW7620A Alumirrtim Fixed Window (unit 10 in proposal) dated 07/13 M2 . all signed
Windows and Doors7. expiring on 02YO41-1 1.
"Trosifolt Ultraclear, Clear, and Color PVB Glass Interlavers-, expiririg on 07.08r-14-
and sealed by Idalmis Ortega- P.E_
11- Notice of Acceptance No. 18-0122.02 L%lxd to Energi Fenestration Sohnion, USA, Inc. for
2. Notice of AcceptanceNo. 17-0808.02 issued toKuraravAinerka. Inc. fortheir
thek series -Mlite Rigid PVC Exterior Enmsions for Windows and Doors'", expiring on.
"SentryGlasl (Clear and White) Glass Interinveri"_ expii ng on 07/041223-
C. CALCULATIONS
01203.
3- Notice'ofAcceptatice No. 19-1106.10 issued to Vision'Extrusions Limated for their "Brown
I Anchor verification calculations and structural analysm. complying with FBC 71*
12. Notice of Acceptance No. 2"203.03 issued to Energi Fenestration Solution, USA_ Inc. for
Coated (Painted or Laminated) White Rigid PVC Exterior Extrisswus for Windows
Edition (2020) dated W-120, prepared by inam f2ctuxer- signed and scaled by
their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for
and Doors". eq3iring on 0930.Q4.
Anthony Lyxm Miller, RE.
Windows and Doors". expiring on 0446,125.
4. Notice ofAcceptanceNo- 18-1106.11 issued toVision Extrusions Limited for their saies
Glazing canplies with ASTME1300-04, -0. -12 and -16.
"VE 1000 Tan 202 and lighter shades (Non--*W") Rigid Cellular PVC Fiterior
D. QU, AL T1Y AS StMALN C E
F. STATE.13EF-IN-TS
Extrusions for Windows and Door�-_ expit* on 12)29/2 1.
Miami -Dade Department of Rcgulatory and Economic Resources (RER).
1. Statement letter of conformance to FBC 71& Edition (2020), dated 04e22/20, issued by
manufacniru. signed and sealed by Anthony LynnMiller. P.E.
F. STAMEENTS
E. MATERLALL CERTMCATIONS
2. Statement letTer of no financial interest and of independent. issued by manufacturff. dated
L Statement letter of conformance to FBC 716 Edition (2020), dated 01011'21, issued by
1. Notice of Acceptance No- 1"30,5.02 issued to Kuraray.America, Inc. fortheir
04/18,20, signed and wded by Anthony Lvm Miller- RE.
M2nUf2Ct`t=, signed and sealed by Anthony Ly= Miller, P_E_
"Trosifoll- Ultraclear, Clear, and Color PVB Glass'lnterlaverC. expiring on
3. Prhmte Labeling Agreement document between PGT_ dated 033045 and signed by all
2- Pm -ate Labeling Agreement dated 03%'21 between PGT Industries, Inc. and CGI
07=i*24.
involved parties.
Windows and Doors Inc.. signed by Dean M. Ruark, P.E., V,P. Engineering. on behalf of
2. Notice of Acceptance No. 17-080&02 issued to Kuraray America, Inc. for their
both cmWanies.
"SenftTGWI, (Clear and AN -bite) Glass Intorlavers". expfttg on 07104;*23.
G. OTHERS
3. Notice of Acceptance No. 18-1106.10 issued to VWon Extrusions Limited for their
1- This NOA revises NOAJ# 174410.06 (PVT w)CGI) and updates to FBC2020 (71 Edition)�
G. OTHM
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
expirilig 04,,2 1 /2 1 -
I- This NOA revises & renews N0A# 20-0429.05 (PLAwiCGI), expiring 04114�26.
for Windows and Doors". expiring on 09/30,124.
2- RER Test proposals #L9415-5 dated 01/10,20 approved by Ishaq 1. Clanda, P.E, expiring
2. 'Ihe current associated PLk CGI file #21-0205.01, expiring 04/14,,26.
4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 and lighter shades (Non-AX!tite) Rigid Cellular PVC
Exterior Eunsions for Windows and Doors7% expiring on 12P-9/2 1 Z
Ishaq L C16anda, PE.
Ishaq L Chanda, PJE.
Ishaq L Ckands, PJE.
Product Control Unit Supemmw
Product Coutiral Umit Superrisor
Product Control Unit Supwrisor
NOA No. 21-020S.03
NOA'.N-o. 21-0205.03
NOA No. 21-8205,03
Expiration Date. April 14,20' .6
Expiration Date: April 14,2026
Expiratiou Date: April 14,2026
Approral Datei Mare16 !:F, 2021
Approval D2 lte'AfArCh 25, 2r.1
Affroral Date- Alarch 25", 2021
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PRODUC LEA'ALUAT,LON REMICK NO, 20-0729,01 2
ERMLCIXYALVATION REPOEft NO, 204722.01 3
) Pi
ILI ECO iNc.
TILLIT TESTING S ENGINEERING COMPANY
2.2. TEST REPORTS:
S. MATERIAL CHARACTERISTI 3 AND SPECIRGADDA&-
- - ___ -
Large missile Impact and fatigue load tests were performed under Protocols TAS
Shall be strictly in accordance with General Notes and Components indicated on
WATTFR A- 7`11,1,1717, JR., F.E. macj,co
YL�tc
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201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
?L C & LI-w N.. Oor.Tly
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports ft 96-569 dated OB/0911 996, #96-570 dated 09/1 8/1996,
28, of Product Evaluation Document (P,E.D.). drawing No. 20-175.
PRODUCT EVALUATION REPO
#96-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina,
I
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
# 2126 dated 10105/1998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS AND CONDITIONS OF USE,
0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
REPORT III 20-0728.01
P.E. and Henry Haftem, P.E.
7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
DATE: July 28, 2020
Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
on sheet I of 26, as well as General Notes # I thru 4 and 1 1 thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT CATEGORY: Shuhm
signed and sealed by Frank Grate, P.E.
prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
PRODUCT SUB -CATEGORY- Storm Panels
2.3.-STRUCTURAL FNGINRERlN9_CALGMLAJ10R&
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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
length based on rational and comparative analysis, and In accordance with
7.3. Product shal I only be Installed Into poured concrete, concrete block, and
MANUFACTURER: Global Protection ProduGM LLC.
section 1616 ofthe Florida Building Code. Calculations prepared by Tifteco, Inc.,
wood frame structures.
48W S.W. 61 Street
dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
Davie, Florda33314
1 PURPOSE OF EVALUAT ON:
3. MISSILE IMPACT RESISTANCE
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 1626 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167), President of 7ilteGo, Inm (Florida CA-0006719).
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
,"1101HEI01"",
61 G 20-3, Method I D of th a Fl orida D spartmen I o I Bus[ It ess an d
4_.WND LOADS RESISIANCIL-
.,,,,�,�,�k 11, T144/,45k
N \; ... ,,;
'
Professional Regulation.
20 Gage Galvanized Steel Storm Panel has been verified to sustair wind
Maximum length beas Indicated 8,10,14,15,
P" ` `_ " ' ,
N
,K,�,�--' \)�EN,T,p`--.1.
$ , .1 . . I
This product is being issued an Evaluation Report as described herein, and has
pressures. panel shall on sheets
16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
--
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I I___1;�__d!1__. __4=_,!�. 44167 . I
been verified for compliance In accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the Is for the Intended
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
.- _ -f-* I -_ ___�"* :*E
:
?,4��,,-*.o_`%
product purpose
14. 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
STATE OF ., Q:
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at least equivalent to that required by the Code.
drawing No. 20-176.
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This Product Evaluation Report shall be subject to review and revision In case of
INSTALLATION:
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",folio I ,I
a Building Code change that may affed Its; limitations and conditions
5.
I 111$01,,�111';
Irstallation shall be performed strictly in accordance with details indicated on
WATI.I.
2. EVIDENCE SUBMITTED:
sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluatilon Document
D:� TILTECO ADMON RECORDS kP. E. REPORT.20 I,GLOM PROTECTION PRODUCTS. LLC i 20 GAGE
2.1. PRO12UCT EYALUATLON DOCUMENT R_E"
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
GALVANIZED STEEL STORM PANIELI, DRWG Al MI 76 % REPORT 0 2"nS.01
Drawing No. 20-176, Ittled "20 GAGE GALVANIZED STEEL STORM PANEL",
indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
(P. E. D.), drawing No. 20-176.
sheets 1 thru, 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
Tillit, Jr-, P.E.; dated 0712812020. This drawing Is an integral part,
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6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 87 [-1530 - P*Q:,�UA I
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. 1F3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS. STUCCO OR WOOD BOARDS K FOUND ON THE
2MEM .
go SIM RATE 0 am EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04 PANELS.
�M
l�STORM PANEL S401AW ON THIS PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND AM 8-2).
ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA SUMMING CODE, (C) TO EX61VC WDOD IMIML SPEOM GRAVITY, C - O.SS MIN 1:
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ADM MENTIONED CODE - 'I /4"0 TAPCON ANCHORS. AS MAIMUFACTURED By P1 I IF IILMIUDEX. INC.
- I �10 PANELMATE FEMALE 11) AM PAM)AATE LUS ANCHORS. AS MANUFACTURED fly ELCO CONSTRUCTION PRODUCTS.
FOR A WM SPEED AS AEOLARE0 Of THE JIJRMWT)ON WHERE TERESE SHUTTERS WILL BE INISTAULED AND
7-16 EXCEED IMF MkXKAM - 1/4-0 LAC SCREWS PER ND.S.
FOR A DRECTIONAUTY FACTOR Kd.O 85. USNIC ASCE AND SHALL. NOT (kS.D,)
DESIGN PIRCSSURE RATINGS OOCATED ON SHEETS 7 THRU 12. 14. 15. 16. 19 & 20 - 7/16"0 - 5/8' WOOD BUSHING. AS DISTRIBUTED By ALL POW, SCREW. SOLT & SPECIALTY CO.
IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE OFSKON *AID LOADS DETERMINED PER ASCE 7-16 C 1) Mile U THREADED PENETRATION 000 WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR E1_C0 PANELVATE PLUS
SHALL BE FIRST REDUCED TO &SO DESIGN WIND LOADS Vf MULTIFLYNG TMDA BY 0 6 v ORDER TO ANDMPANTELANUE FEMALE 9)
COMPARE THESE W/ UJUK (KS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIM 12. 14. 15, III, 19 & 20
C.2) UNNUM TWIREEADED PVCMT*N OF LAC SCRICk INTO THE WOOD rRAMIE UNIT SHALL BE 1 1/2-. NO DREADED
IN ORDER TO VERIFY THAT ANCHORS ON THIS P ED AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
STRESS FOR WP40 LOADS WAS AQL USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD Hils 13EEN DIETERTAMMED IN
ACCORDAINCE WITH H.D.S, 2018 C.3) UNM� EDGE DISTANCE OF LAC; SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DIAMOND
STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS SUN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING III TESTING INC REPORTS 94-559. 95-570 & 96-T30 AND C 4) MINIMUM PDCMT10H Of WOOD BUSHING SHALL BE 5/8- 1/4- 0-20 SCAM USED SHAU BE 1 1/2- LONG WWVW
FENESTRATION TESTING LAS. IMC.. REPORTS J2032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS 203 SHOULD STUCCO EXIST. AND I' MINIMUM FOR IMALLS WITH NO STUCCO
AS WELL AS AMERICAN TEST LAS OF SOUTH FLORIDA REPORT 002 I 2.01-09. AS PER TAS 201, TAS 202 AND C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON r4E EXISTING
7AS 2103 STANDARDS. WALL, AND40RS WALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
2 ALL AUAWNIUM EXTRUSIONS TO BE 6053-16 AILLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SEALI BE AS MENTIONED IN C 1). C,2) & C.4)
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY (0) ANCHORS SHMU. IME INSTALLED FOUDWING ALL OF THE RECCIUMENICAMONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
4 ALL SFE11L SHEET METAL PAWLS SHALL HAVE STRUCTURAL CKALITY STEEL. ASTU A-653 GRADE 50 MINIMUM, G-60 8. PANELS MAY ALSO 13E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 94OW ON SECTION 3 THROUGH 10 (SHEETS 4
GALVANIZED STEEL DESIGNATION W/fy- 58 5 IIA, (AFTER ROLLED). THROUGH 6) EXCEPT TK47 HEADERS (2) III Q SIOLL HOT BE USED
5. ALL SCREWS TO BE STAINLESS STEEL "4 OR 316 04S SERIES OR CORRO51M RESISTANT COATED CARBON STEEL AS PER 9 IT SK41 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
DIN 5001a W1 50 W YIELD STRENGTH AND 90 KAI TENSILE STRENGTH III SHALL COMPLY W/ FLORIDA BUILD900 CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK ON ADM FRAME
SECTION 24ti.3.3.4. BUILDINGS.
6 BOLTS TO BE ASIU A-307 GALVANIZED STEEL, OR AISI 304 SERIES SlAWLESS STEEL SIXTH 36 k.i MINIMUM YIELD
STRENCI.. 10 EACH REGULAR SS.TEE,mS P,A,NE,L,WFrH LENGTHS OVER 5'-8 THROUGH 12'-4'T AS FER SECTIONS 6. 8. 9 & 10 AMC ALTERNATTAS aw
SIT III JUST ON 12 RESPECTIVELY: SHALL HAVE A LEGIBLE 00 READILY VISIBLE MARKING INSTRUCTING OWNER OR
7 ANCHORS TO WALL SHALL BE AS FOLLOWS TENAVT To SECURE PANELS WITH APPLICABLE REINFORCEMEN'T OUR04 PERIODS OF HURRICANE WARNING
(A) I I THE INSTALLATION CONTRACTOR IS TO SEAL/CAUU( ALL SHUTTER COMPONENT EDGES WHICH RETAIN IN CONTINUOUS CONTACT WITH
- I/ ': TAPCON ANCHORS AS MANWACTURED BY I.FW BUILDEX. INC, (Miin. F-3102 p.s.r.) FEE STUMMAIG TO PREvEW WIND~ INTRUSION,
- I /4! . 1/8_ CNUK_IN ANCHORS. AS MANLITACTURED By DENALI IND (NOM F,_30DO psi)
- 1/4'0 � 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, SOLT III SIPECIALFY CO 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 0 THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
(1,11", F-3000 aii,.) PROVIDED BY THE JURISDICTION VO4ERE PERMIT IS APPLIED TO
- #(14-10.1PAINELMAYE FENIALE 0 & PASELMATE PLUS ANCHORS, AS MARUFACTURED By ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P ED.) PREPARED By THIS ENGINEER IS GENREITIC AND DOES NOT PROVIDE INFORMATION
ANN. f-3330 p..,;.) FOR A SITE SPECIFIC PROJECT: I , WHERE THE SITE CONDITIONS DEVIATE FROM THE PE 0
_ , /4 0 CF TAP -GRIP ANC)IORS. AS MANUFACTURED BY TRU-FAST CORPORATION (C-3600 p.si)
(b) CONTRACTOR TO K RMPON98LE FOR IKE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MIS PRODUCT
A 1) AM MUM EMBEDMENT OF TAFCON MCNIM INTO POURED CONCRETE SHALL RE 1 3/4-. 2- FOR PAWLAIATE FEMALE BASED ON THIS TIED PROVIDED HE/SHE DOES NOT OMIT FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
10 AND PANEWALTE PLUS AND 1 1/4- FOR CIF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR's RESPONS4Xity
&2) CAUK-VI & SOUD-SE7 ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) 714S PRODUCT CVALUATICIN DOCUMENT WILL BE CONSIDERED WVALJO IF MOCIFIM
STUCCO SHALL BE PERMITTED 1/4' 11-20 SCREWS USED 94AU BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST.
NO I" MINIMUM FOR WAUS WITH NO STUCCO. AND WAY RE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD. (d) SITE SPEC PROJECTS WALL BE PREPARED BY A FLORIDA REMSTERED ENGINEER OR AFICEMMCT WHICH WIIJ. BECOME THE
BUT WITH WM NUM ENGINEER OF RECORD (E OR.) FOR THE PROJECT AND WHO WILL ITE RESPONSIBLE FOR THIE
PROPER USE OF THE PEO ENGINEER OF RECORD . ACTM AS A DELEGATED ENGINEER TO THE
END
&3) IN CAN THAI PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E 0 GINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
PANELS ANCHORAGE (t) IRS P F 0, SHAi_L SEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL
SHALL BE AS MENTIONED IN X 1) AND IN A 2)
ENGINEER OY RECORD THAI PREPARED IT
(8) 101=
T�� - OC& 1&k_AEpLC=W 14 SHUTTER MANUFACTURFIM`, LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
/,V HORS AS MANUFACTURED BY I I IF BUILD". INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700.9.3 OF F'LOMDA BUILDING CODE, GAME LABEL
- 1/4' 0 , 7/ " CALK-M ANCHORS. AS MANUFACTURED BY DEIMALT INC (MIN. f'c-1500 p-) SHAILL BE PLACED FOR EVERY OPENMNG LABIEUNG TO COMPLY MYTH SECTION I7OIF9 2 OF THEE
- I /4 0 X 3/4o`;�]D-SET ANCHORS. AS DISTRIBUTED By ALL P06W SCREW. BOLT & SPECALTY CO, FLORIDA BUILDING CODE
(MIN, F - law P.S.i) THIS MWMG SHALL OMEY BE USED TO I
- 114- 0 PANELIATE FEMALE ID AND PANELUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION OBTA04 PERMITS IN THE STATE OF FLORIDA I
,HIM##% I
PRODUC 0,01
Is (MIN C-2071 p .A ) %
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81) MINIMUM EMBEDMENT OF TAIPCON ANCHORS, ELCO PANELMATES AND OF TAP -GRIP ANCHOR, INTOO THE .. . - FLORIDA BUILDING CODE (I*gh Velocity His
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111) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- IWO THE CONCRETE BLOCK UNIT, NO
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1,470 STUCCO SNAILL BE PERMITIM !/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MFOIUM SIM 0 - GLOBAL PROTECTION Polimm, UC. OFT,
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TILLIT TESTING G ENGINEERING COMPANY
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WALUPLA. TMLIT, M, RE. tilteco@wl.com
PRODUCT EVALUATION REPORT M.FF LkW� 446?
V�C A.L-NI-MOP19
REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY.
Storm Panels
PRODUCTNAME;
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global ProWtion Products. LLC
4800 S.W. 51 Street
Davis, Florida 33314
1. PURPOSE OF EVALUATIONo
This is a Product Evaluation Report issued byWalterA. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 020-3, Method 1 D of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may affect its limitations and conditions
2. EVIDENCE SUBMITTED:
2.1. PRODUCT EVALUATIQN DOCUMENT (P.E.M)
Drawing No. 20-175, tittled 14 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 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 inteR,
I, WIM Ili "M Is
Evaluation Report. 1� A - kZ NO,
.p-I;V- .I .. /�V*
�r .. .. '14
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6355 NX 36th Sorree� Suite 305, Miami, Florida 33166 - Phone: (305) 871-i"Q� bit'
,K1531
COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
(SCALE 1/2-l-)
_. - - - - - - 15.1"- (TOTAL WIDTH) ---- - - , I - -,- 15.196' MAL WIDTH) � � ___
_ , ----- - 12.500' (EFFECTIVE WWK)---- __ � . ___ - 7
: _ - _. 6 1/4- --------- --- - --- - - - 6150- - -- - - -
_'T.3p., - 1 350* - 1.3fo- - , N 400' 1 3W. . I _500.
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0,036- " THICK HEMMED ..' . . 'W I - ASTM A-W � *
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" , ) CALVAINIZ STEEL EDGE / I C-M ONLY, EDGE - /
000- 2�-�- 1 TYP. 2 657' 11 '� 1,
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2. - ASTM A-463 ,`�.,, '.4p- 21 � ' HEMMED TYP, ,
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2-2. TEST REPORTS:
Large missile Impact load tests were performed under SSTD 12-99 standard as
per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8.3, per ASTM E-330. Test reports prepared byAmedcan Testing
Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William
R. Mahner. P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
021 9.01 -09, dated February 26, 2009, signed and sealed by Edmundo
Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 11 23.01-iO, dated November 23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
per CC Metallurgical Report No. 1 OKMA 318, dated December 1, 201 0 signed
and sealed by Jerry Jaciolfano, P.E. as per ASTM E-8.
2.3. STRUCTURAL ENGINEERING CALCULATIONS:
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
Inc., dated 12/1 8/10 and 08127113 (for this revision), signed and sealed by Walter
A. 711lit, Jr., P.E.
I MISSILE IMPACT RESIMANCE;
Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
SSTD 12-99 Standlard and TAS 201.
4. WND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 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 IS of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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5. INSTALLATION -
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 3, 6, 13, 14, 1 5. 1 6 and 18 of 18, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
t MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
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 CONDMQNS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
prepared by Tifteco, Inc. and signed and sealed by WafterA. TIN, 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. Tillit, Jr., P.E. (Florida License
No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
WATkUL
Ci:� TIL7ECO ADMON RECORDS � P. E. REPORT.20
GALVANIZED STEEL STORM PANEL k DRWG#2D-175�
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ELEVATION 1� SECTION Y-Y SPLIT STORM PANEL UMtb=
am a VALE 1/4--l' DETAIL 2 SCALE 1/4--1- SCALE
ON. Ommm"OH)
MULLION SCHEDULE
M- MULLION
REOURED Ifi,.
SPAIN (R)
TUBE MULUCH -
4 4,-r
2" 3' A 1/8*
4'-G' TO 5'-B'
2' 4'
5'-s' To a`- I a'
2* V
2.
� 1. 1. . . -
> V-10" To 8'-V
Sm
SECTION I
SCALE 3/0-1-
NOTE MI CAN AM BE INSTALLED W/o STORM PANELS ON TOP
OR BOTTOM SO THAT IT 6 LOCATED AT TOP OR BOTTOM OF ORO"
(ONE PANEL OPENING W/ TUBE 70P & BOTTOM)
BUILD-Ouir moumn
iNSTA"TION - ALURNATIME I
,GALL
. /4* - 1*
L
I -r- - .1 .1 1 �'! i I - . - I
mv
419
LGUI-4-j
WALL hMNTM
ffWALL"OH - &IMWM
SCALE,- 1/4' - I'
own zi
-.4
MALL 11111GICINIM
J�fI - &DRUM 2W
St#U-- 1/4* - I
NOTES:
1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
UP TO + 555. -72.0 p.s.f. AND PANECS LENGTH UP TO W-15".
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
F WE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
CONCRETE ANI
Ism SCHMILE D.-
�w 14) , , I -'
CONCRETE ANCHM
(SEE, scmEoLu
. M
POLWD CONCIETE
POURED coNcRm
LI
rsa sowDIRI
SHEET 4
rKE SONVAE MI
SHEET 14
IFOR
SEPARATION
I To am
EVERY
SM 6 12 'Ir D.C.
c'
11
9 1 3-CASE
t
fsa on. p-d
(SEE DET 2/141.
GI
comCAmj
REQUIRED
t
FLORIDA BUILDING
CEILING & Moog MOUIN111 WALL & rim WUNTING,
INSTALLATION - ALTERNATM AW INSTALLAIRM - ALIMATNE
(SECTION AT TOP IS LIMITED TO +55,5-67.0 MAX. SCALE-- I/*'- I'
A.S.D. DESIGN PRESSURE RATING)
$CALL 1/4- 1-
FLOOR b9XIINT1111,10
INSTALLATION - SECTION 4AW
SOME- 1/4- - I -
-TO- CONCIWTE MOI SEE SCHEDULE ON SWET 11;
WOOD SCREIIr SEE SECTION ON SHEET 15
-r- z & Iw/15
jk1-iA Z/4 2k/4 3/4 OR 4/4 API, 2 & 1: 5" *1.
ones
Ell
IN
1
,�nso
mignon
-,�omilommummi
0-1
mvw���r
01
7�
ATF UXATIO.
f/I 5
A
ALTERNATE LOCATION
ON LIFE SAFETY PANEL
AREA WI UPE SAFM PAWLS LOCATION OF UFT NOTE TBELOW)
L.. REG PANELS W/ OR SAFETY PANEL
8`L4,--,J W/o -REOULAN TRACKS (SEE NO I
OWN
CONCRETE ANOMORS BELON) LAST PANEL P TO BE OWALLM AS
LIFE SAM PANIn CREAKING SIVU
(SEE SCHEmAu m A 1
SHEET &A OPTION #1 FOR ETY STORM
CONDITION) FANE-y 1� 8-11 s
TO BE #ISTALUED OR REMOVED FROM INSIDE
RUMORED CNITE L OF STRUCTURE
C- COME is'C =3 -1 - - -
$MEET ELEVATION
F
'or
WALL MOUNTING INSTAUAT WALL AND Au, I/I..1.
SECTION I SCALE 3/8- - I- SEC71ON-2 SCALE: 3/8'
XQUS ON LIFE S&EM S7M PANF, SYSTEM INSTALLAIIQK� S-Z
I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST PANEL)
OR AS AN I PAWL. (ANY PANEL LOCATION IN WMEN END PANELS). PANELS
NYERIOR NOTE I)
UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS SEE Non 0
(W/ OR WIG REGULAR TRAM.)
2 LIFE SAFETY STORj! PANEL CONSISTS OF 0,039" GALVANIZED STEEL STORM PANEL AS
SECTION B-B
PER CO ENT(p. SHErT 2 OF ORPAIING.
SCALE 3/32--l-
THIS P'::�I%JOWS ITSELF TO BE REMI OR INSTALLED FROM THE INSIDE OF
STRUCTURE.
'T LIFE jAj REQUIRES OR I-. I. BE COMPONENT (2) & BOTTOM TRACK TO
C=E PER �T
BE OF THIS DRAWING.
vo�'�o . ......
COMPONENT Y BE INSTALUED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 A
--`rEH st
2 ON THIS SHEET, AS WELL AS DETAP S I & 2 ON SHEET 14.
FLORIDA BUILDING
4. 161,.. LENGTH FOR COMPONENCT ID rs 15*
W. ANCHOR SPACING FOR OmPoWNIVANICHORAGE AT BOTTOM IS GIVEN ON
NO. 04 I!Tt
20 UGE GALVA]
SCHEDULES J& I SHEET 14,
COMPONENT MAY BE PERMANENT OR REMOVABLE.
lif . , -
5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15�
�0
GLOBAL PROTE
z 40
I
6L SEE SWET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
0
NOHA A. "ICHE" (9"
SPACM AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BONDS.
.-OmIal
C-OWS"t
PE
VICTOR A. rwT . P t
FLOWN m. , .- I
MAXIMUM A.S.D. DES12N PRESSURE RATING (p.m.f.) ANO CORRLSPONDIN
MAXIMUM PANEL LENGTH "L" SCHEDULE
ONLY FOR FAMEL113 A (4 AS FAR SOCTIONS I TIM 10. ON SWETS 4, 5 * 6)
rML00% L=
TO
OF MEN
.55-5. -7" r-r OR LESS 2 le UNSOLMM
I TIM 5 & 7
.35,5. -72,0 17*-B' To r-s' MI 2 31'. U1010ILTED
I THIN, 5 a 7
-55.0. -710 TO 11 '-2- � 2 'Ir .
6
-i&D 12'-' OR LESS 3 'Ir
&0* '0
MAXIMUM A.S.D.
I BMTM W/ '1A`O-2WI* III " A WINCIAT A� 0~ & NOLDRAM OF PANIL
DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING
MAXIMUM
ANCHOR
SPACING
SCHEDUI STORM PANELS Cj) & Q INSTALLATIONS
INTO EXISTIN9 CONCREJE A CONCRETE BLOCK STRUCIURES
CvAw ONLY Fm PANELS (D& Q swALLATIoNs As PER smas I IHOU 7, ON SHEETS 4 & 5)
MAXIMUM ANCHOM VAC" FOR ED. - 3 1/2-
DESIGN TAPCON
Cr TAP-CMP CALK -IN PANCLAMTEE 0 PAHELIAKFE PUAI
APPUQAWUE 70
SECTIONS f A
PRESSM
PATM (".") To CONCRETE CONCOM
To
CONO"m CONCRETE TO CONCRETE CONCRETE TO CONCRETE
TO To
SUN suK,,,
COMINAMNION
OF THEM
L-OCN vm)
N/A
N/A N/A r N/. A. -0 0,
Av-
N/A MIA G' fr'
I (BOTTOM)
N/A
N/A N/A 1. N/- N/A 1.
N/A
2 (TOP)
8. N/A
N/A N/A 0. N/A 1. N/A v
N/A
2 (907TOM)
.56's. -72.0 N/A
WA N/A a W/A 4. N/A
N/A
3 * 4 CTOP)
71-V OR LESS
OR LESS
v
I - -
N/A N/A a' r
r
3 (BOTTOM)
N/A
N/A 6' ./A 6.
N/A
7
N/A N/A r
7 (BOTTOM)
45
N/A N/A
12 1/2- 6 '/.- 12 1/2- 6 1/4- 6
- 1/1 +
6 /A-
cw/BoTrom)
SEE OEM 10 0 11 FOR AND40M TYPE A SIAPCM FOR INSDUAT" INTO WOOD FIVAK
VON" ANCHOR 5PACINGS AND WOMAN MOE DISTANCE ARE NOICATED ON THIS SCHEMULL MR LO- LESS
THINK INOICIDID ON SOMME WDLICE ANCHOR 9%CW By NUI SPACING SHOWN ON SCHOI BY
THE FOLLOWNNO FACTORS, FOR THIS OPERATION 70 K PD=kE. REDUCCII SPAC04 OITI USING FACTOR
NOT BE LM THAN � SANCING MICATED HOW EACH ANCHOR nPE AT ANCHORS LCOM.
1/4-. 1/4-1 1/4's 1/4-m
1/4's
TANKAN �
show DO 3 3 J 3
3
..-=r 3 3 5
1 3 1/2 E N
FLORIDA BUILDING CODE (High Velocity Hu can* Zone)
3'/3 3'/2
mxw VA em mwmm
3 '/2
F No. 4167
20 GAGE GALVANIZED STEEL STM PANIELs 1P
DRAWN BY.
--tl L-E-
S.$.. s OF'4-
T
GLOBAL PROTECTION PRODUCTS. I.L.C. "t"Ke
X.�- q too,_
DONE:
ARCO SA 5 STREET
ILI L
20-176
IN HIM,
ON I DMWNa
TAUT
ul� 0
aw . Or Is
1 ;' 11 - FM9 - I : I '
ID.. 5/w a" RIM OUSHM W/ INSTALWION
DETAILS FOR REGULAR PANELSCb
& CIA
;/'
/wma- "� ws. 0 a 1/4- O� FOR
PANEL UMTHS UP TO 5'-0* AM 6 i^"O-C�
INTO EXISTING WOOD STRUCTURES
FoR uDw-5 up To -r �� a. '-Io
PANELMAIE FEMALE ID OR PAWLAMTE PLUS 6
WITH I I'= T""A"D
=,&,TO
HEADER ALL LENOTHS W
awr-�r
_4'/4-o LAID 0
I'm "Oo"'
:.c A 4
r -V�RFOQ
Elf
(Z�� --
E01
EQ1 D"
ED!
ED
Do
#;
%blum
WOOD HEIM
ALTERNATIVE I w
AMNATNE 2W
WALE 3/2-1-
SCALE 3/8-1-
SEE SCHEV" ON 1040
SEE SCHEDULE
ON SHEET a
FOR � SEPARATKIN
TO CLAft
FOR W.
sm"AAATION
To GLASS
12 "r
ED
EEE..o'F
7
toil
*m0mm
ED
ED
r 112'
E.1
WOOD ftA.
1/4 LD. 511r LOW BRM 8LISHING
-1/4'0-2012*
W1 S.S. M.S * 1 1/4' 0 C
FOR PANEL LENITINS W TO 3*-w AM 5
1/4- D.C. FOR UINICAM ur To &�" -
r ftm OR jl�'o Fwamwvn a Do
PANDAM RIM & 12 1/2- 0. Q " I
sm"
ALTERNATWE m
ALTERNAITIVE
THRIADED PCHE"MROW a
Of E02TW .000 PLATE FOR
2*.4* OLATE ANHOWN ILVE
SCALE 3/8-1-
41
SCALE 3/$- 1
ALL LINGTI up To ol-r M-
REOLAM
WOOD
DIRECT M IMALINAIM
WILLAWN
CONDITIONS & ANCOOR
NOTE SKITTER TRACICS
LNQFIIQNS
W _
NOT SHOWN FOR CLARITY
ALMNAME IN Aj
a
A1311HP
SCALE 3/8- 1'
Tr'
TERNA --- E
SCALE 3/11-1-
NOTES:
TILt
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
UP TO +55.5. -72.0 PSJ` AND PANEL'S LENGTH UP TO 8'-8'
FLORIDA BUILDR40 CODE (Nigh Velocity Hur
Icon@ Zone)
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
-2m RLTEO0. INC.
F,
PINE NO. 2. W/ SPECIFIC DENSITY OF Q55 OR EQUAL-
No.
20 GAGE GALVANIZED STEEL STORM PANEL
DAMON w
4 OF SECTIONS
sl C)"
pq
/TILFEC 0,,,.�
GLOBAL PROTECTION PRODUCTS, LIC.
- wvo
`HLY rOWYNR a
4m &x 5 s7Rw
DOME. A- 3w"
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
20-176
INSTALLATION.
NA X^/SOkAMW4WT
wx o" RE
FT
vwwrI or
STUDS 0 EVERY
OVERLAP
(12 1/2- O.C.)
To HOLD PANEL
;_AT END
STUDS 0
0
(12 1/2-
5/8TO HOLD
�4. 3 Ifin- (CA
1 341 m
MAK&KOM A.SA
DmIDN
RATING f-1,
WCON
OF TAP-W
OAx-
PAWMIE PIMPAS ID
POVIJIME KUS
APKCAILE TO
SECTom # &
- cmemmo.
OF THEM
mAKINUM miEL
Lmm v (N-)
I-=
10
TO
o"c""n
To
To
comomm
to
To
CXM
GCNLDc
TO
CONCRETE
-
CONCRETE
BLOCK
CONCRETE
BLOCK
CON CRETE
COWCKTE
BLOCK
6'
N/A
N/A
N/A
6"
N/A
a'
N/A
11,
N/A
1 2 (TOP)
.55.0, -72.0
9'
7'
v
-C . OR
N/A
N/A
N/A
6.
N/A
1.
N/A
5'
N/A
I It 2 ITOP)
-55G -72.D
r
51
7 1/2'
9'
-
I
TO 7--l-
-55.0 -72.0
'.
N/A
N/A
N/A
�
N/A
C
N/A
_F_
6.
N/A
I
C To
[ ,
�1
-
.
1 1.
8.
i I (ZZ),
mumum AsD.
DESIGN
PRESSM
� i mw a s/r w Fmm w or Amo
m a one * r N� nos mp OF Nam
APPLICABLE To
SECTIONS 0 &
kNY 00 BINAT&
OF IMEM
MMMUM PANEL
LENGTH 'L" (ft.)
LAI N
I;L QWIN
m"
micam CONCRETE
CONCRETE
+49.2 -61.5
3- 3'
4 1/2" 4 1/2-
2 (BOTTOM)
76- OR LESS
+52.8 -660
3' 3'
4- 4'
2 (BOTTOM)
7'-6- OR LESS
+55-0 -72.0
2 1/2" 2 1/2-
A- 3 1/2-
2 (BOTTOM)
7'-G* OR LESS
G - 01
" 1 /2- 2 1/2'
Nj/A A
2
-;6" LO
1 +1 .'. - -�l 1 0
N/A N/A
f
To
/71\ /--N ALTERNATE /--', /-\
Um
1/4- 1. ..; I \- INTURIDR PANEL \-END PANn
Imu �
3- - t2 FOR --
MAN, ANCHOR M.. ANCHOR
spi6k sPAcmG
V-3, mm.
DETAIL 2 'ION (APEUCABLE TO SCHEDULE 2
WAM' 31Ir - I*
MAXIMUM A.S.D. DESIGN IG (R.s.f.) AND CORRESPONDING
MAXIMUM PANEL LENGTH "LNI SCHEDULE
1A2eUQsxE-Qm1-1lLm9mS I & 2 NDIGATED FOP LIFE SAFETY IM PANEL
1k. TIL
L L . ....... -
Ap
No. 44167
BUILDING CODE
MAXIMUM
A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM
SPACING SCHEDULE FOR REGULAR STORM PANELS QD A I& INSTALLATIONS
(VALK) ONLY FOR PANELS (D& @ INSTALLATIONS AS PER SOCTIONS I THRU 10. ON SWEETS 4. 5 & 8)
ANCHOR
111001"
WXMM ANONORS SFACOIO RM ED, - 3 Ilr -
AS-6. DEPGN
TAPCON
CF T -CRIP
FEMALE 10
PLUS
SET
APPUC`w TO
SECnams III &
MAXN" P
PRESSURE
TO
TO
TO
TO
To
TO
ANY COMINFLATION
LENON *L* (ft.)
RI
TO COMCWIE CONCRETE
To CONCRETE CONCRETE
TO CONCIRETE
CONCRETE
TO CONCRETE CONCRE11E
TO CONCRETE CONCRETE
TO CONCRETE
CONCRETE
OF THIEN
(-9
BLOCK
MACK
&OCK
BLOCK
BLOCK
BUICK
N/A
N/A
N/A
6'
N/A
6' N/A
6'
N/A
N/A
N/A
1 (TOP)
1.
A-
N/A
N/A
6-
6'
s'
N/A
NIA
I (BOTTOM)
N/A
N/A
N/A
6.
N/A
N/A
1.
N/A
N/A
N/A
2 (TOP)
N/A
N/A
N/A
a'
NIA
5. N/A
1.
N/A
N/A
N/A
2 (BOTTOM)
+55.5. -72�O
6.
N/A
N/A
N/A
6-
N/A
N/A
6'
1 N/A
N/A
NIA
3 & 4 (TOP)
>r-5* TO W-81
OR LESS
r.
1,
4 -
N/A
N/A
6.
6'
s'
---
6'
N/A
N/A
3 (BOTTOM)
6.
N/A
N/A
N/A
6'
N/A
N/A
5.
N/A
N/A
N/A
7 (TOP)
6'
4.
N/A
N/A
6.
6. 5.
6.
5.
N/A
N/A
4 & 7 (BOTTOM)
N/A
N/A
12 1/2-
a 1/4-_
12 1/2-
a 1/4'
6 1/4' 6 1/4-
6 1/4-
6 1/4-
N/A
N/A
5 (TOP/19OTTOM)
+50.0, -53.31
N/A
N/A
12 1/2-
6 1/4"
12 '/2-
6 1/4-
6 1/4' 6 1/4-
6 1/4-
6 1/4'
N/A
N/A
6 (TOP/BOTTOM) >8'-8' TO 11'-2'
+55.0. fZO
/A
N/A
1 6 1/4'
N/A 1
6 1/4-
N/A
1 6 1/4- 6 1/4-
6 1/4-
6 1/4-
N/A
N/A
6 (TOP/BOTTOM)
>8-'-a-- TO 11'-2--
N/A
A
N/A
N A
N/A
N/A N/A
6 1/4'
6 1/4-
6 1/4' 1
6 1/4-
S, 9. 10
+43.8, -48.0
IA
N/A
N/A
N/A
N N/A
6 1/4-
6 1/4-
8 (BOTTOM)
OR LESS
[
]N/
E/A
12'-4* ON LESS
a'
N L/A
N/A
N/A
N/A N/A
8*
16 1/4- -
ON)
N/A
N/A
/A
mm)
SEE 91 1 G. 11 AND 12 FOX ANCHORS TYPE 6 SAMCM FOR NSIALLATIONS WT0 WOW FWASE BUILDING.
MINIMUM ANCHOR 94CVM AND MORAN IDGE DISTANCE ARE
NOICATO ON THIS
SCHMAE- FOR ED. LESS
THAN INDICATED ON SCHWAE REMKICE ANCHOR SPOCRIG By
MA1IPLYO4 SPACING SHOWN ON
904MULE BY
THE FOLLOWING FACTOM FOR TINS
OPERATION TO BE POSI ROXICED SPACING OBTAINED
USING 'ACTOR
POLL INK K LESS THAN MONAIM SPACM MICATED FOR EACH ANCHOR TYPE AT AN04M LECEMD.
ANDAIIIII Toe
144'.
14', -11r.
11/4'.
1/4.
1/4%
logo
Or VP-QW NiFft� ft-m-m-
Anva 0 PLUS
ONX-04
mm. maw VACM 0`0
3
Eff,
3
2 1/2
3
A.
E
�ci
-"'
31/2
4
3 1
I
i . '.
*
FLORIDA
BUILDING CODE (Nigh Velocity Hurricane Zone)
AM& FA "BE onow
F A-C 7 0 R
Z*: NO. 4167
*Dam TATEI ac. r.0
20 GAGE GALVANIZED STEEL STORM PANEL
1 1/2'
2
s
DOWN, W.
GLOBAL P ROTECM PRDOUCTS, LLC. am
3 Ilr
S. � 51 STREET
OWE n. =1
AN4)N9--&?97
am
I-
PHONE )611�754& FAA.
CA-ODW719
pz
WAWA I
INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSTEM
1/4*# LAG SCRM 0 C O.C, W/ INTO EXISTING WOOD STRUCTURES
To D�OSTW NADER
to#
ED
OR
DQ
STUD 0 12 z ALTERNATIVE
wzmw
SEE SCNOXAZ
MR M�
70 CLASS,
ED
EQ
EO;
E0
EQI�
.000 PLATE
Koam
WOKO PIATE
FECLOO
8 ALTERNATIVE 3 ALTERNATIVE-4
woum ;C'4 C O.C- W/ 1 1/2'
TH��
PEN" an
1141.0.41or JIM mm summs W/
1/.'0-2Dr SrS. ALL 0 e O.C. 00
1/47il-20 PM41MIE PENILE 0 OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION
PAINIUMITE PUAS 0 1' OX- W/ 1 1/2' MI
THREMICID PENIETMI TO CaStW WOW
PL47C NOTE SNAMTI� nbACHS NOT SHOWN FDA CuWWTV
WALL MOUNTI
ALTERNATIVE 1 r
7 FLORIDA BUILDING CODE (1119h Velocity Hu cone Zone).
Ammax, O"TROO. Wc. rp
OF 141: 20 GACE GALVANIZED STEEL STORM PANEL -
1. tHPAUAT06 ARE ONLY VALID FOR SAIDINGS WITH A.SbI DES4. LOADS UP TO 07/21/2030
,55.5, -72.0 W AND PANELS LENGTH UP TO IF-S'. pt PRODUCTS, LIC. CAM
'10i ... .' I ILIEC0.01c. GLOBAL PROTECT"
2. FOR NEW WOOD rXAME CONSTRUCTION: *ODD M REAS TO BE 4OW SM. 51 STREET
POHE ft. 2. W/ SPECIFIC arms" or DAIS 00 a ONNIL n- 1331. -176
ANN, PNQAO,' (944)NOR-7U!, FU (054N99-THT? 20
pw --NN am --I- ONANING
F29i SHORT 1.
.2 i -. I
NOTE&
I . INSTALLATIONS FOR ALTERNATIVES &W. SW & IOW ONLY VAUD FOR
BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.6. -48.0 p-I. AND
PANEL'S LENGTH UP TO 12'-4'
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
-PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EOUAL
OF SECTIONS
�==NGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
INSTALLATION DETAILS FOR REGULAR PANELS (j) & CIA
INTO EXISTING WOOD STRUCTURES
71 T
C-
U) -Cu W
-0 >
CD 0
a) 0- 0
(3) CL 0 116-
cu -0 0-
Q)
2 0
L-
0 5- q -0
C -0 LL
0
-0 E 0"
Cn a) L- 0-
Cn "o CU CX
!E CU <
1-- 0 .= Cf)
01 W/ I
_A14-10 PANELMATE PLUS
5 7/4 7/8
WOOD NgAw THREADED PEREWTION TO
EXISTIND WOOD HEADER
COSTINC WOOD WADER DIISTING WOOD WADER REOLORED
--Am HUT 0
OAW CAN, STUD 0
a /A- ac '/0 Ot
WOOD HEADER 2-
WOW HEADER
REQUIRED 7 wO, Mi-
REOUNUIV
G
WE SIX SCHEI31111 ON, 1 EE SCHEM LE ON
MR W. =Tof rae
90,040014 " . AN, SEF TION
TO To 0035, 70'aud
No PANEL LENGTH MD. PANEL UENGIH
M-
(SMENGTH
1) NOTE 1) (SEE NOTE 1)
5ox
wx 5Oz or
OF 'L OF 'L
IMJ` Am
I/#*- 313r
IM)" 0 f2 1/2' mc� WNG"Affe
'/v EQ. E0 12 yr CLZ I I
WOOD pum '/V LAC r
2'.4, WOOD FLAT PL�TEJ n
ATE PLUS R 4 2o,4' WOOD
EQUIRED Vo NrW/ 1 7/6- *ED REQUIRED PENETRATION AT
THREADED PENET ATION 0 WIDWON OF PLATE
i�4-* LAG SCREWS 0
ID WIDTH or PIPATE 6 D.C. STAGGERED
R 1/4tA.
DIRECT WIN IPU TA"I AT MIDWIDTH OF RATE
DIRECT M
SCALE 3/8-1- pfi INSTALLATION 01 MOUNI ffismumm
SCALE 3/8-1" SCALE 3/8-1'
z
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SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
NOTE&
I . INSTALLATIONS FOR ALTERNATIVES &W. SW & IOW ONLY VAUD FOR
BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.6. -48.0 p-I. AND
PANEL'S LENGTH UP TO 12'-4'
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
-PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EOUAL
OF SECTIONS
�==NGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
INSTALLATION DETAILS FOR REGULAR PANELS (j) & CIA
INTO EXISTING WOOD STRUCTURES
71 T
C-
U) -Cu W
-0 >
CD 0
a) 0- 0
(3) CL 0 116-
cu -0 0-
Q)
2 0
L-
0 5- q -0
C -0 LL
0
-0 E 0"
Cn a) L- 0-
Cn "o CU CX
!E CU <
1-- 0 .= Cf)
01 W/ I
_A14-10 PANELMATE PLUS
5 7/4 7/8
WOOD NgAw THREADED PEREWTION TO
EXISTIND WOOD HEADER
COSTINC WOOD WADER DIISTING WOOD WADER REOLORED
--Am HUT 0
OAW CAN, STUD 0
a /A- ac '/0 Ot
WOOD HEADER 2-
WOW HEADER
REQUIRED 7 wO, Mi-
REOUNUIV
G
WE SIX SCHEI31111 ON, 1 EE SCHEM LE ON
MR W. =Tof rae
90,040014 " . AN, SEF TION
TO To 0035, 70'aud
No PANEL LENGTH MD. PANEL UENGIH
M-
(SMENGTH
1) NOTE 1) (SEE NOTE 1)
5ox
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OF 'L OF 'L
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2'.4, WOOD FLAT PL�TEJ n
ATE PLUS R 4 2o,4' WOOD
EQUIRED Vo NrW/ 1 7/6- *ED REQUIRED PENETRATION AT
THREADED PENET ATION 0 WIDWON OF PLATE
i�4-* LAG SCREWS 0
ID WIDTH or PIPATE 6 D.C. STAGGERED
R 1/4tA.
DIRECT WIN IPU TA"I AT MIDWIDTH OF RATE
DIRECT M
SCALE 3/8-1- pfi INSTALLATION 01 MOUNI ffismumm
SCALE 3/8-1" SCALE 3/8-1'
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SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
INSTALLATION DETAILS FOR REGULAR PANELS (j) & CIA
INTO EXISTING WOOD STRUCTURES
71 T
C-
U) -Cu W
-0 >
CD 0
a) 0- 0
(3) CL 0 116-
cu -0 0-
Q)
2 0
L-
0 5- q -0
C -0 LL
0
-0 E 0"
Cn a) L- 0-
Cn "o CU CX
!E CU <
1-- 0 .= Cf)
01 W/ I
_A14-10 PANELMATE PLUS
5 7/4 7/8
WOOD NgAw THREADED PEREWTION TO
EXISTIND WOOD HEADER
COSTINC WOOD WADER DIISTING WOOD WADER REOLORED
--Am HUT 0
OAW CAN, STUD 0
a /A- ac '/0 Ot
WOOD HEADER 2-
WOW HEADER
REQUIRED 7 wO, Mi-
REOUNUIV
G
WE SIX SCHEI31111 ON, 1 EE SCHEM LE ON
MR W. =Tof rae
90,040014 " . AN, SEF TION
TO To 0035, 70'aud
No PANEL LENGTH MD. PANEL UENGIH
M-
(SMENGTH
1) NOTE 1) (SEE NOTE 1)
5ox
wx 5Oz or
OF 'L OF 'L
IMJ` Am
I/#*- 313r
IM)" 0 f2 1/2' mc� WNG"Affe
'/v EQ. E0 12 yr CLZ I I
WOOD pum '/V LAC r
2'.4, WOOD FLAT PL�TEJ n
ATE PLUS R 4 2o,4' WOOD
EQUIRED Vo NrW/ 1 7/6- *ED REQUIRED PENETRATION AT
THREADED PENET ATION 0 WIDWON OF PLATE
i�4-* LAG SCREWS 0
ID WIDTH or PIPATE 6 D.C. STAGGERED
R 1/4tA.
DIRECT WIN IPU TA"I AT MIDWIDTH OF RATE
DIRECT M
SCALE 3/8-1- pfi INSTALLATION 01 MOUNI ffismumm
SCALE 3/8-1" SCALE 3/8-1'
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SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
0
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SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
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SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
SCE 9W 15 FOR 44CHM rWE & SPACING FOR OWNIATIONS WD WOOD nbW BUUM
MOHMANK ANCHOR SPACOM AND URBAN CM OWANCE AN INDICATED ON PI4 SCHOARJ-
ED. " INDICATED ON SCHM" REOM ANCHOR OPACINIC BY OULTIPLIOND SPACING
SIMN ON SCHOOL" By THE POLLOWNG FACTORS. MR 7M MONITION TO K POSML
F43XICID SANCOIG 00TARM FACTOR $WILL NOT ME LESS THAN MINNum 91ACM
INDICATED FOR EACH M40M TYPE 9 0040AS LECEND
Nam T" 1/4. 1/0. Ile. 1/4'.
TAICOH
AN, ANCHOR wmm 0') 3 3 3 3 2 1/2
A 3 3 3 3 3
3 3 3'/2 31/2 4
AM& gA am ommm FROM
Ale
r 0
ANCHORS(SUSECT*NsoN9*ml7.18.19&20)--- - ____ - --- -_ ___1
Mw Sol 44i SA/11111. 30/11, 4AV17, as/is. 3: MAX. 1 MIN. 1;6jl� ?AWII# a MMA/20 sew/1% 7surps a WN/ZD I MIN.
O.M.-(D4 0 IIFEIA
A T ---- A
II--------------- I- ------ ------ -- - ----- PIKE, sorrox CMOs kw a up a we AN& SA/17. W17. U/10, L0,3111/117 3- %;X:
;M_x L*&X/19. 7AW/111 & IM/2D vaim OW/1's. 76w/ 9 a WN/20
I' MIN. I' - - A14CHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 20)- OPTION #2 FOR LIFE SAFETY STORM PANELD) ELEVATION
SCALE 3/16--l' LKIlma SECTION A -A
SCALE 3/16--i-
MAXIMUM As ' D.
Max. PANEL LENGTH
MINIMUM SEPARATION
PANEL
DESIGN PRESSURE
L (ft .)
To GLASS
CONDITION
RATING (p.s.f.)
(SEE SECTIONS)
+55.0. -72.0
8,-8"
2 3/4-
UNBOLTED
MAX.
PANEL LENGTH
(SEE SCHEDULE)
FLORIDA
I
1/4' TAPCON ANCHORS
a 9, D.C.
POURED CONCRETE
OR CONCRETE BLOCK REQUIRED
INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
TAPCON M40CM 1 4' TAPOON ANCi$M 1,14' TAPCON ANCHORS
0 9, D.C. v D.C. 9. O-C,
POURED CONCRETE POURED CONCRETE POURED COW
OR CONCRETE OR ODNORM OR CONCRETE
BLOCK REOURM I BLOCK REQUIRED BLOCK R1EQU":`
F 1/4* .N.. vM_ Ir AIG
E.D,. E.D,-
- E�__
1/2 W1
-E-
j2� 4' 0.3/4^S-S M.S. W/
/a 3r WIND NUT WASHER
-71ro 3/
3/32' WING
0 12 1/2- O.C�
(artatilo)
WASHER 0 1322 Ift/24"O'C"
U7 WASHER (BEYOND)
TAPCDM ANCHORS
_414
__W4' TAPCON AN04M
44* TAPOON ANCHORS
4 1/2- D.C.
I/2' o.c
(STAGGERED W/ STUD)
4 1/2- O.C-
MAGGOtED W/ STUD)
0 4 1/2' D.C.
_POUwD COWMEM
POURED CONCRETE
POURED cow'"
POURED CONCRETE
OR CONCRETE BLOCK
OR CONCRETE BLOCK
OR CONCRETE BLOCK
OR CONCRETE BLOCK
REGUIRED
STAILLATION
SECTION SA
ItEciam
WAU MIDIUNTING INSTALLATION
REQUIRED
WALL moumnilig INVALIA&M WALL
SECTION "
REOL"tED
IMIMPITING A
0 REGULAR PANEL
SCALE 3/8--i
MM"
0 LIM-MEE715ANEL
SCALE 31]r-1-
0 REGULAR PANEL 9
SCALE 3/8'.i"
LJFNE UF1 M
CRY PANFL
SCALE 318--1 -
S11 SHEET Ill & 20 FOR ANCHORS T"PE
SPACING FOR *Stft�Tm� mm wm
3
FRAME amam�
� ANCHOR SPACINGS AND
'=Axx
OAGE 01STANCIE ARE INDICAIED ON THIS
9CMEDUUE FDA LO LIMIT THAN 01DAWIED
3
SOCIALU REDUCE ANCHOR SPACING AT
MULTIPLYING SPOCING SHOWN ON SCHEDULE
MA LL fez MUM
Fill=
AT THE fouLowile; FACropts, FOR THIS
WERAMON TO K POSSIBLE RIDUCIED
I/r
SPACING OBTAINED USING FACTOR SHALL NOT
'Ir
K LCITS THAN MINIMUM SPACAIAG 4=
FDA EACH ANCHOR TYPE ON TMS
OULMN40 CODE
INSTALLABON DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
.I/4*. TAPCON ANCHORS _114' TAPOON 9404ORS
0 9 D.C. a V O.C.
POURED OONCWM POURED CONCRETE I
OR CONCRETE BLOCK OR CONCRETE BUXX
REQUIRED , I _1 REOUIRED -1
E.D.- DU710-0 PANELAIATE PLUS W/
* ;.3/32' WING NUT WASHER
, D.C.
POURED CONCRETE
OR CONCRETE BLOCK
FLOURED
WAI.L MOUNTING !FLILATION
0 REGULAR P EL
SCALE 3/8--i-
sa SAW 10 & 20 " A -DIM TOE a
mom TAPE
/.*.
I/.'.
.
7"
-
SPACING IN OWDUAIMS INTO WOOD
ve. Neweet
3
!3
Few sLoom
MINIMUM ANCHOR SPACNIN no �
OW DWA= ARE INDICATED 0111 THIS
i
3
SCHEMU FOR ED UDIS IVAN M"TED ON
SCHIEVIALE RMCCE ANCHOR SPAQNO VIA
MULTIPLYIN't spAcm sHosw ON scHtomL
3
Roft La sw wesuce
An THE FOLLD� FACTORL MR THIS OPERATION To BE Pos!mLL RIOUCCID
I
AS
SPACING OFEAM USING FACTOR SHALL MITI %AU= THAN MINIMUM SPACING PIWAM
EACH ANCHOR TYPE ON THIS SCHEDULE
---
F
Aar- -
T
G a.
- _A_ - I
i;;;; �, ANELMATE PLUS W/
, /32* WING NUT WASH"
(BEYOND)
-POURED CONCRETE
OR CONCRETE BLOCK
REOUIRED
WALL WQI�f I AION
0 LIFE SAMY PANEL
SCALE
BUILDING CODE
(D
r_
Cn
-cu
> 0
( D
CD CD
0
2
C
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a)
CD
=3
_0
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20
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44
INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM . VAM E_-Z HANG STIORM PANE]i SMEM
INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HANG STORM PANEL SHOWN ON NIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS KEN VERIFIED FOR COMPLIANCE IN 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANIELMATE FEMALE ID & PANELMATE PLUS INTO CONCRETE ACCORDANCE WTT14 THE 2020 (7th MMON) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4.
(1) C:
CD
DES" WIND LOADS SMALL BE DEnIhANED AS PER SECTION 1620 OF THE AMICTE MENTIONED CODE. 8.2) MIN11MUIA EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANACMORS SH&L BE IS 7/8- CO > INTO NCRETE 0
FOR A WIND SPEED AS REOURED BY THE JURISDICTION WHERE THESE SKVTYER5 TALL BE W 0 D NO EMBEDMENT VEM ANY FINISM MATERIAL SHALL BE PERMITTED. 0
STALI AN
FOR A DIRECTOWM FACTOR Kd-0.85. USING ASCE 7- 16 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) Amotto -OHEovixED co
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 All 26.
1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) To
1/4'0 TAPWN 0 r D.C. ENGAGE 3/4' INTO ANCHORS.
�1: VIA I/4-0 TAPICON 0 41- D.C. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCE 7- 1 6
PCON 0 C �!' _11111 i/2- MAN. THRILAM AT WCOD SMALL BE FIRST REDUCEID TO AL&O. DES" WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
2�n T;:w. THRE 10 ><
0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
PENETRATION AT WOOD HEADER TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTIJI?E REMIND SUCH PANELS. ANCHORAGE
HEADER T HEADER cz
HEADER MEN" HEADER As -051liI IN ORDER TO VERIFY THAT COMPONIENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE SMALL 13E AS MENTIONED IN 8, I) AND IN 8.2), -0 Z) 4. 11/4 IN ALLOWABLE STRESS FOR WIND LOWS WAS RM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS KEN
I/C -7 1/4- ill.. M. DETERMINED IN ACCORDANCE WITH N.O.S. 2015, MEN - - . I (C) ANCHORS SHALL BE 045TALLED FOLLOWING ALL OF THE RECOW DATIONS AND SPECIFICAT04 OF THE AhEmOR'S 2* 2' Z) Ad" '2' 'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION $626 OF V~ACTURER.
2' 2' WOOD WA,[X STORM PANEL Lj
REOVOW"D IREOLARTED THE ABOVE MENTIONED COOE AS PER FENICSTRATION TESTW LABORATORY. INC. REPORT f 2032. As PROTOCOLS TAS-20, 11 IT SMALL BE THIE RESPOINSARILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K ATTACH D TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE A TtAC4ED TO CONCRETE. BLOCK %. 2, T14M SYSn HAS BEEN DIESIGIRED TO BE PISTALUED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. u L CD INSIDE W/O THE USE OF A LADDER OR UrT. THIS APPLICATION IS VAUD WHEN INSTALLATION 5 INTENDEO To BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REkWN 114 CONTINUOUS FROM THE INSIDE OF STRUCTURE- CONTACT WITH THE BUILDING TO PREVENT WRID/RAIN INTRUTSION, CAAJUK AND SEAL SHUTTER TRACKS ALL AROUND, FULL LENGTH. Cf) HEADER r2 tI/2-M R EXISTING 3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAILiATION IS REQUIRED TO BE Mee. CLASS IL* ki. CLASS (WE ACKID&LE PAWA LENGTH 011 CCISEM PERFORMED FROM THE illisioE or STRUCTURE sew; 'I) 'L, W_ PANEL LENGTH TO) M_ is) 13 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY EIIJILDING AND ZONING SEE NOTE I BELOW) PANEL LENGTH (SEE NOTE I BELOW) REGULATIONS PROVIDED By T14E JURISDICTION WHERE PERMIT IS APPLIED To. PANEL LENGTH 4. SERIES ?WO INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG MO HORIZONTAL SLIDERS STYLE WINDOWS W
Min. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM T14E INSIDE OF STRLICTUIRE_ ATTAKAPA WINDOWS AND DOORS. INC
(SEE ton A BELOW) GLASS TO I E"ArSTING L' HEN
EXISTING (SEE NOTE I MOW) QLAIM, t4
GLASS -4 TIME somimu PANELLENGTH PANELLENGTH E - Z HJUNG STORM PANEL SYSTEM- IS Pinilly PENONG. ful, (SEE NOTE I BELOW) 1/4-0-20%1- (SEE NOTE I BELOW) Ou 10) I/4*-1%1; pw 16) EXISTIW - I S. ALL ALUMINUM EXTRUSPORS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMEW (P-E.D.) PREPARED BY THIS ENGINEER IS G No DOES GLASS S.S, MS 41 ENERIC WIT PROVIDE
INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONOMONS DEVIATE FROM THE P-E.0 3/ 31 7 I I 7/9'0 . 3/32 S. ALL ALUMINUM SAM METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. C WING MUT WING MJT WING NUT (b) CONTRACTOR TO BE RESPONS18LE FOR THE SELECT", PURCHASE AND INSTAUA71ON INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SMALL RAVE STRUCTURAL OUAUTY STEEL_ ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE C04DITA..1 DETAILED ON 1�4'0 TA. DESIGNATION Ili 58.5 kes (AFTER ROLLED) VMS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR a C 'S RESPONSIBILITY. THREADED S. ALL SCAM TO BE STAINLESS STEEL 304 OR 316 AISI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. PENETRATION AT 50018 III 50 W YOM STRENGTH AND 90 ks; TENSILE STRENGTH At SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3,4 Anowun, or PLATEI it I ; (it) SITE SPEC" PROJECTS SMALL K PREPARED By A FLORIDA REGASTERIED ENOMM On ARCHITECT WHICH WILL 5 9. BOLTS TO BE AM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 36 ki MINIMUM YIELD STRIENCTM. BECOME THE: PEff% UIEC E 0 R.) FOR THE PROJECT AND WHO WILL K RESPONSftE FOR THE PROPER Cn(
CORD ACT114G AS A DELEGATED ENGINEER TO THE P.E-D. ENGINEER, SMALL 10, ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE STIEC01C DRAWINGS MR REVIEW (A) M tSTING POURED CONCAM, THIS PT D. SMALL BEAR THE WE AND ORIGINAL SEAL AND SIGMTURE OF THE PRMSS40KAL ENGINEER OF 0
ED I"O.TAPCON ANCHORS AS MANUFACTURED BY LT A. BUILDEX. INC. (itlfl. C-3192 p ..i,) RECORD THAT PREPARED IT.
/4 I I I/4`P2N3/4ft& M.S. W/ ED A- 10 IT 7/5- CALK -IN ANCHORS, AS MANUFACTURED BY DEVIALT INC. (MIN. V-3000 p.s.t�) Lu
CONE CONE 1/4-0-20,V4-S.S. M.S. III 4 PANELMATE FEMALE To & PANEUMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. IS- STORM PANEL MANUFACTURER'S LQU SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
7/a-ft3/32- WING NUT EC '"M (f. 33W P.i) ACCORDANCE WITH SECTION 1709.9.3,OF FLORIDA BUILDING CODE. ONE LABEL SHALL 13E PLACED FOR EVERY OPENtl,G�
718-.. 3/32 3/32- Willa WASHER 0 ;27/2' D.C. WASHIER (KYCOC) ��] WASHER 4A 12*1712"GoWc NUT WASHER (1111EVOND) LABELING TO COMPLY WITH SECTION 709.9.2 Of THE FLORIDA BUILDING CODE.
II/**# TAFCON 0 C Oc el 6, D.C. 7 'O 3/32' WING NUT A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/4- AND 2' FOR PANEUMATE
/ STUD) 2'"' &WOOD TE 2'.4' WOOD .7/8'0 . 3/32' WING NUT
(ttwou" W/ STUD) w PLATE FEMALE 10 & PANELMATE PLUS.
"Q�DnT THIMIADED :1 OF PLATE REQUIRED WAS14ER 0 6 OX� WASHER (BEYOND)
AM REQUIRED
UDMTH 4- WOOD PLATE A2) M"W EMBEDMENT OF 1/4-0 X 7/8- CAX-IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO
Z VATERAL SHALL BE PERMITTED.
OF PLATE OF PLATE P. #14-10 PAMELAATE ANY FIM
PLATE PLATE W I 1/4- 11-20 SS SIDEWALK SOLTS USED SHALL BE LONG ERMIGH(SHOULD ANY FINISH VATERIAL EXIST) M ENGAGE 3/4'
INVALLATION 111iWALLATM INTO ANCHML
A 1/4- O.0 WALL JiMUTING MAN. THREA=CD 6L I&OUNTINIG TKR` "Metelpi
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INnALIATM 4
ALTIERNA71W SAW SCALE lAr-l' A.3) IN CAa THAT PRECAST STONE. PRECAST C CRETE PANELS. OR PAVERS BE POUND ON 74E EXTSTM WALL Oft 0 ItEWLAR PANIEL 0 TO REACH THE MAIN STRUCTURE REMIND SUCH PANELS. ANCHORAGE SMALL ALTERNATIVE ALTERNATIVE MW BE AS MENTIRED IN A) AND IN A,2). _M - billIDIJINTENG INSTALLATION WALL MOUNTING INSTALLATION AWFEW PANEL SCALE 3/8--1 _uw 0"fas"uh FLOOR. ANCHORS SMALL BE LONG ENOUGHON SCALE 31ir-l' SCALE 3/6*-1" Tit TI... REGULAR PANEL 0 LIFE SAFM PANEL No. 44167 (8) 70 EXISTING CONCRETE BLOCK WA�L SCALE 3/8'-I' SCALE 3/8--i- %: FLORIDA BUILDING CODE (High Velocity Nu cons Zone) FLORIDA BUILDING CODE (High Velocity Nu cam Zone) - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY ITW. BUILDEX. INC FLORIDA BUILDING CODE (HIgh Velocity Nu one Zone)
I� INSTALLATIONS ARE ONLY VAID FOR BUILDINGS WITH A.&D. DES" LOADS "M UP To .53A -72.0 PST AND P&WA'S LENGTH UP TO W-r. P . F, 1110=1 No. 4 20 GAGE GALVANIZED No 44167 20 GAGE GALVANIZE]) STEEL STORM PANEL li�/4 - 0 X 7/8' CALK -IN ANCHORS, AS MANILIFAMRIED BY DEWALT INC. (I'm-1500 pe.l.) STEEL STORIM PANEL op� AT: _ 410 PANEUPATE FEMALE to AND PANE1MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 2, MR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN 1. OMALLATIONS ARE ONLY VALID FOR BUILDWIM WITH A.S.D. DESIGN LOADS = * I * ' 0c:'* . L GALVANIZED STEEL STORM
rTEC' 24e . I 1 20 GAGE PANEL UP M .55.5. -72.0 PSF AND PANECS LENGTH UP TO V-11" _' GLOBAL PROTECTION PRODum Lw. PROIDUCTS (rm-2D71 p.s.i.) V/3ki=
PIKE NO. 2. W/ SPECIFIC DENSITY OF 0 SS OR EOUAL Z� ATE Q� PRODUCTs, uz. DIM
GLOBAL. PROTECTION PRODUCTS. I.M. 2. FOR NEW WOOD FRAW CONSTRUCTION, WOOD MEMBERS TO K SOUTHERN 11LIECO, GLOBAL PROTECTION
ew t.. 51 SOVIET S.W. 5 SOME,
DANAL FL 3"I NNE NO, 2. W1 SPECIFIC DENSITY OF 0.55 OR EQUAL AMAAAA� EATIA OPME. M 33314 Alle - - - - - - )80-7$W W., VeA_FOA& I_ (034)�7 20-176 FOU.11' To &�L FL 33314
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COME NENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS /24 AADT12 ill=" INSTALLAION QgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
(SCALE 1/2-I-) V/2 r4'/27r W/ an W/o (E). (511 "ITTE 2 BOB*) 3, mcl. 2'/24 P, V/24 CM NVIT 3 MILAN) PA ELWINTO POURED CQNCRETE OR CQNCRErE BLOCK
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2 15.1%-.(TOIAL WIDTHI 2.250-] 4 12.500 (EFFECTIVE WIDTH) I2.250" II1/2- (m sae"Mix 4 Cn _6 /4- I.075' 2-500' ITM 2.244* 2.657- 0.036* w"All THICK T-1- IL 7 71 60 X 2.244' AM A 03 PAPAL) TAw";� ANESO .011 2. & I I AL A 49-9 GRADE 50 MNWJW '7 CODE I- -- -------- 7- 2.- 2w" 7- --I= I7 CC
-6,250- -2.470" 2.470' (I)STORM PANEL IV- >
REVERSED "U" TRACK 40 X 'i T I I I j 1, I 1, 'T I REVERSED "eh" TRACK IIIw T ! sa PAMEUAATT (TyP) '"'M Mi FOR I
L-3- SEE NOTE 4 BE" so�� 'Ar-V. FOR L =T iii PANEL S END LIP CONCRETE ANCHORS SEE TO QLAMIL TO - U.. K'! w/ WAAAAM EDGE, 21 SCHEMUE M SHEET 25 MR WCOD SCKW- 1. W olt SEE SEC"Kies ON SAW " PAWLS-, I Dlit" 011[ko I CM" MO" TO Su em 3 LAW PANEL TO BE INSTALLED AT EACH OPENING SAALZ ALWAYS BE I=,& LAST PANEL C) TO BE ANSTAIMM AT EACH OPENING SHALL ALWAYS ARE Q ali- HANDLE TO FACILITATE *0�08' OU R&L V MICAL ELMTI .1,#% 2000 AA NDUE M FACIUTE=�% TYPICAL ELEVATION FOR Q OF INTENZO TO K INSTJOLIED FROM 4 I
.1 25' E-Z HANG STO sum W INTENDED TO BE OWAUED FROM E-Z HANG SILM4AN SYSTEM INSIDE Or STRUCTURL I 1; .12f ; I -_ INSIDE OF STRUCTURE No I I - I F HE . 'It 9 0_� L)
w GAP 1/4' He- GAP-i AM 6 ISOIAETRIC VIEW DETAIL A 2.ODO C! Kwwn LoAnce ROUNDED CORNER 0 ENDS or PANEL'S IEND UP W/ HEMMED EDGE "5,* 750' ECTION 8-6 AT DO I%ADLA SECTION A .125 WALE 4,3r - I- (1) DFFN_ t"ITAM 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL t 5' Max.- 119ILS, TRACKS OLT TOP & PANELMATE PLUS OR 15' LONG 4.
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(I). EEENffVgft_QF_jERiES_2=. E - Z K4JAG STORM PAWL SY57EM CONSISTING OF PANEL A Cord. TRACKS TOP All BOTTOM. (2). END PANELS SHAALL ALWAYS BE ;jI �T IN TRACK X �RSYO:EANS OF PAHE ER 2"W(MOX-1 ALUM -AM= PAX OANELWTE=, &00 LON END PANELS WAAO
To Dial (2). (rSM NIELS SMALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR g":11CTED To Me _1E1 L I'D BE PROVIDED AT TOP OF SUCH PAWLS SMALL BE , / IS0 a)
jA61jk�/$I/C
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6061 (3). IF 04D PANELS ARE CONNECTED 70 80 TRACK. CONNECTION SMALL CONSIST OF DESCRIBED ON iELM� CT MOUNTING INST. sew R) WING NUT 00 1/4ft3/4" Min. THUMBSCREW WALL MOU INST,
7r- 125" 'OF FASTENERS MAY BE AT EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE USE JOINTLY W LODA,;M,(p AT FLOOR HUNG INST.
EXTE11IOR FLAT FLANGES OF END PANEL. END PANELS ARE NOT CONNECTED TO�01& n STOP BAR sECwQ1- SCA""Lf 3 I' BULD-W MOUNTING INSTA
(�SIWNOE PROVIDED AT TOP or SUCH PANELS. SCALE 3/8-l' 0 10 CEJL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM (i.e. A STOP BAR UG"IMIM-L SECTION 4'
IS ONLY USED AT T4PAT LEAST TWO PANELS SMALL BE CONINME"CTED TO BOTTOM TRACK (4). FOR AWALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY XML-L SCALE 3/8-1- MOUNTED TO EXksnNG WALE 3/8-1-
BOTTOM TRACK MKf OCCUR AT ANY PANEL LOCATION. MAY BE USED JON M1 I USING SPECS INDICA ON NOTE (3) ABOI IN SUCH CASE. CONNECTION OF PANELS FLY AT jall ZT9 111. EDGE DISTANCE. FOR EL SED w/ D M' I'm 0 'M IN SHOWN ON ELEVATION AM �jk A. 210 PANELMAES F A Y
NOT NEED TO BE CONNECTIMSICAS P PAPAS L4 BE INSTALLED 0. 0. uj
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it'
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" (C) TO Exlsnitgj,��EIC GRAM ;
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O"OTUMT (PED.) HAS KEN VERIFIED FOR COMPUANCE IN ACCORDANCE - 1/4"O 1 UANUFACTURED BY I.T.W. BUILOEX, INC
WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 114-10 PAMELMATE FEMALE to AND PANELM04TE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTKM PRODUCTS.
VELOCITY HURRICANE ZONES (MLW-DADE / BFIOWARD COLIKIIIES). - 1/4-0 LAG SCREWS PER WO.S.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION lW9 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 x 5/8* WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
SPEW AS REQUIRED BY THE AMISDUCTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DRECTIONAUTY FACTOR
KD-0113, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C. 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHA" BE I 1/2- AND 2- FOR ELCO PANEUAATE PLUS
3. 9 THRU 12 & 17. 18 AND PANELMALE FEMALE 10
To VEFORY THE ABOVE CONDITION. LPTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
REDUCED TO kSD DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER To COMPARE THESE ill/ MAX (ASD) C.2) MMMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2- NO THREADED
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 1 2 k 17. 1 S. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETPAT10N
tN ORDER 70 VERIFY THAT ANCHORS ON THIS P.E,D. AS TESTED WERE NO OVER STItESSED. A WS INCREASE IN ALLOWABLE
STRESS FOR WIND LOADS WAS N= USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL K AS INDICATM IN THIS DRAWING
ACCORDANCE W N.D.S, 2018,
STORM PANEL . S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIrIED IN ACCORDANCE WITH SECTION IW9.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MIMMUM
THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLO" REPORTS IM1401-01 AND 0219.02-09. AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO
PER SSM 12-99 & ASTIJ E 330-02 STANDARDS, AND AMERICAN TESTING LAO SOUTH FLORIDA REPORT 11 1 2301-10 AS PER
TAS- 201 AND TAS_203 PF*TOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE ill/ SECTION 1604 OF THE C 5) IN CASE Tt1AT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE E)aSTWG
FLORIDA WILDING CODE WALL. ANCHORS SHALL, BE LONG ENOUGH To 'EACH THE M" ST"'C"'RE BEHIND SUCH PANELS
ANCHORAGE SHALL BE AS MENTIONED IN C 1). C,2) & C.4)
2 ALL ALUMINUM EXTRUSIONS TO SE 5063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SWEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF WE RECOMMENDATIONS AND SPECOWATIONS OF T14E ANCHOR'S MANUFACTURER
1 ALL ALUMINUM SHEV METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
4. ALL STEEL SKEI METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTIA A-653 GfUOE 80 MINIMUM. G-W GALVANIZED THM)G14 5) EXCEPT THAT HEADERS 0 & (11 SHALL NOT BE USED
STEEL DMGNXTON W/rY- 92 2 Uzi (AFTER RMLED). 9 FT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TSS TO BE
5 ALL SCREWS I BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM As PER DIN 8ATTADIM TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATrACHM To CONCRETE. BLOCK OR WOOD FRAME
0 UIL �
50018 W/ 50 Uzi VIELD STRENGTH AND 90 Uzi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
241133.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90*, AS PER SECTIONS 1. 2, 4. 5, 6 Mo ALTERNATIVES IW, 3W & 4W ON
SHEETS 4. S. 6 A 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE WARXING INSTRUCTING OWNER Oft TEMAMT TO
6 BOLTS to BE ASW A-307 GALVANIZED STEEL, OR AIS 304 SERIES STAINLESS STEEL WITH 36 U,U MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
7 ANCHORS TO WALL SHALL BE AS FOLLOWS. 11 THE INSTALLATION CONTRACTOR 6 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES W`I+CW REMAIN IN CONTINUOUS CONTACT Wll�
THE BUILDING TO PREVENT WINO/RAIN INMUSIOW
(A) 19 EXrSMG POURED C
- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT.*. BUILDEX. INC. (Min F-3192 pz,.) 12. STORM PANEL INSIALLARDIN SHALL COMPLY WITH SPECS INDCATED IN THIS DRAY41NC PLUS ANY BUILDING MO ZONING REGULATIONS
- ;/ * %x 7/a" CALK-lif ANCHORS. AS MANUFACTURED BY DEWALT INC PROVIDED fff THE APSOICTION WHERE PERMIT IS APPUED TO.
/:.o 3/4- SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
(Min f'30D0 PA.0 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
114-10 PANELMATE FEMALE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURCO BY ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT. -, WHERE THE SITE CONDITIONS DEVIATE FROM THE P E 0
: 1 /4-0 ZAMAC NALM ANCHORS. AS MANUFACTURED BY DEWALT . INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 04CLUDMC LIFE SAFETY OF THIS PRODUCT
A- 1) MINFUUM, EMBEDMENT OF TAPCON ANCHORS INTO POURED Cohicti171E SHALL K 1 3/4-. 2- FOR ELCO PANEUAArE AND BASED ON THIS P E,D PROVIDED HE/SKE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUrY
1 3/4- FOR ZANIAC MAILIN ANCHORS
(c) THIS PRODUCT EVALLATION DOCUMENT WILL BE CONSIDERED INVALID W MOO(PED
A.2) CALX-fi & SOLID -SET ANCHORS SHALL K EMKDOED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO
STUCCO SHALL BE PERMITTED. t/4- *-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARM ErY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
AND I' WINUALIM FOR WALLS WITH 40 STU=. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIO HEAD. ENGINEER OF RECORD (EGA ) FOR THE PROJECT AND WHO WU, BE RESPONSIBLE FOR 714E
90 WITH WING NUTS PROPER USE OF THE P ED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
PED, ENGINEER, SHALL SUBMIT 70 THUS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
k3) N CASE THAT PRECAST STONE. PRECAST COKRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
AN NG TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (e) THIS PE.D- SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSICWM
ANCHORAGE SHOLL BE AS MENTIONED IN &1) AND IN 00)� ENGINEER OF RECORD THAT PRE]PARIED IT
(a) - 14. SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBUX LOCATION AT STORM
.
-A9jM--C-vQ: PANEL SHU'"ER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I T, W BVILDEX. INC SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WTIH SECTION 17D9.9.3 OF THE
- 1/4* " x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY OFWALT. INC, FLORIDA BUILDING CODE
1/4-0 X 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECALTY CO.
0/14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED fry ELCO CONSTRUCTION P,RO 11111#1
1 4 0 ZAMAC NAIUN ANCHORIL AS MANUFACTURED BY DEWAL.T. INC oiopW
: . _ '.'t A
W �:. �/!"-\
'0
��
01) RNNIMU EMBEDMENT OF TAKON ANCHORS, ELCO PANELMATES AND ZAMAC UWUN ANCHOR. IWO THE A*;-.**
BLOCK UNIT SHALL BE 1 1/4* f .." \Y " -�� FLORIDA BUILDING CODE (Man High Velocity Hur Icon. Zone)]
13 2) v : % .elin, M-. - 24 GAGE GALVANIZED STEEL STORM PANEL ,A
CALX-IN & SOUD-SET ANCHORS SHALL K EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT I'D E#011- W,44 7 *. ONNIU'll,
STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2" LONG MNIMUM "OULD MO EXIST. * I . - - , - � -- -- - w/lo/amem -
AND I* MINIMUM FOR WALLS WITH NO STUCCO Z .. .
STA 11LIECO.. GLOBAL PROTECTION PRODUCn. LLC.
/
.. � -
V$' ..
' .��
83) IN CASE THAT PRECAST STOKE. OR PRIECAST. CONCRETE PANELS. STUCCO OR WOOD BOAFVS BE FOU .111ORI ...*, m � 31. 51 Sneft"
Ft BOARDS FOU � (U."L m -
DUSTING WALL ANCHORS SHALL BE LONG ENOUGH TO EACH THE MAIN STRUCTURE BEHIND SXCH p .. --------.-.
�N/ I PAK,.=- - � UH-'UU - (W)M-I.51 - (-)M�, 20-175
2q
ANCHORAGE SHALL BE AS MMIKINED IN 8-1) Mo IN 8.2) -DWI" - - -
?I �X' , - !!.I I - I !m . -
1400, "L sx./sCAU'VUL"Di'm 1
$fill *= "U" "' "L SHUT, I WIF 1.
I . 41 . , I P" . I 11
I
I I
INSTALLATION DETAILS FOR REGULAR PANEL(J-)
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
- QnTNG POURED CONCRETE
1 C��Crnftm ,
97 OR CONCRETE BLOCK
.1 I RioulkED. I REQUIRED.
R ED
'/ EWIR
CONCRETE ANCHOM CONCRETE ANCHORS
, _
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- (SEE SO4EDULE ON ,. "'
,
(SEE SCHE ON ":' ,
SHEETS 9 THROUGH 10) r.-N SHEETS I THROUGH 10) ,- EXISTING POURED
_
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I :
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: U3) i I 0 GLASS,
� I
I ON SHEET PANEL LEN67H PANE LENGTH
I I -1 (SEE SCHEDULE : (SEE L
CONCRETE ANCHORS 11 I (SEE SCHEDULE ,
,I ON 3) &'TET 3)
(SEE SC.EDU *A ff VA I ON SHEET 3) 11 --- I J ON
I , 17 - I
SHEETS 9 = 14 i -- '(D
. .1 I
5051; :
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;
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�; I - - - T OR CONCRETE BLOCK
: PANELMATES
ALTERNATE CONCRETE - DUSTING POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED.
ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED ill/ STU6-
(SEE SCHEDULE ON (SEE SCHEDULE ON
SHEETS 9 THROUGH 10)
SHEETS 9 THROUGH 10)
BUILQ-OUj MOUNTING NG WALL MOUNJ%!,OECT MOUNT
SECTK)M- -1 mAvw
SCALE 3,1-1' SCALE 3/5-1- SCALE 3/8-i'
Yooto-11000ft"
'etv;, P, rQ%
...... :... ^
` ,
. *
. I
. -
.. XCIEN .. FLORIDA BUWNG CODE (Mon High Velifictty Hu cons Zons)i
-
4T .1 .
.m ALTM UIC, VA
1 .-' 0.44167 '. I 24 GAGE GALVANIZED STEEL STORM PANE INININ In.
= * .. * . E
NOTE FOR COMBINATION OF SECTIONS: 3 - I E - /V/BM
E.D. - EDGE DISTANCE Z �'.. - � - - GLOBAL PROTECTION PRODUCTS -
S1 - I - , La. .m
O� .
�M ��
a...'.. "
( s
SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 0 . - - . .� AIOO &. 5 s�
SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY , , .
' OWX. FL 3331*
", ;.et' ... ORID ' Uzz- UzUlZ--zU 20-175
" - -�14- IV.> � Cizi - .: azz, - P� M4)N��. FALL M4)M�
I INSTALLATION. '.,.*.*: ... ` - .
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INSTALLABON DETAILS FOR REGULAR PANEL n1 INSTALLATION DETAILS FOR REGULAR PANEL (1)
INTO POURED CONCR � - - i - . - - INTO WOOD STRUCTURES I- -- ---- I - . I-.--- - -r-- - - - W.�. -- .. - . - ---- I INSTALLATION DETAILS FOR REGULAR PANEL n1 INTO WOOD
I . I , i : I , . SEPARATION[ ; (D I
, ; To GLASS. : '-'�'��-"7- ,-
� - - I I WOOD ANCHORS It, 't, i�' F - (SEE SCHEDULE
ALTEFMTE CONCRETE I., 11� -TSEE SCHEDULE ON - - �[ ' ALTERNATE LEG
-ANCHORS LOCATION ,�r SHEET I 1) " I i, � .-- (1) '/.�XUI* 1 1 - I I .1 " I I � -- LOCATION
�: . 'i 's Nud) mrs I ON SHEET 3) 1 '. 4*xa' (w.) DusTm woo , - I ---," 1 -7 -
vw 1 4�- - , I � �
CONCRETE ANCHORS (SEE SCHEDULE ON EX61MG POURED CONCRETE - I - , , V. _Q __ i � . 1 ,7'
- � I I It '/'- CC, I - - NAM REQUIRED. STRUCTURAL I - ' " , . L
SCHEDUILE ON 035TING POURED ODNCRETE . SHEETS 9 THROUGH 10) -1. . � �" - -_I 1 . , I . I Id -------.- �,A- - wila"Umis. . � I t:; . I
(SEE OR CONCRETE Stock �' I Cn -6-0
SHEETS 2 THROWN 107 OR CONCRETE BLOCK REQUIRED. I - I i;� , I I . I ) I -.0011-41 ADEQUACY OF EXISTING wow I . 1. � -11 I- o
I : ., �' " r. . , I - � 'L* M.. SEAM TO BE CERTIFIED By _ , _ , __E6 --- 1, 11 ---- i "
REOUIRED. I " I SIR& I -- - - - --i PANEL LENGTH REGISTERED ENGINEER OR I , iEpL I � /
I TERNATE LEG _4 I � , I, �I
., I CONCRETE ANCHORS - � "', 'I ; � -� "
5 (SEE SCHEDULE . I -0
E' 7- -ED. I'll WOOD HEADER ��. / (1) WON ANCHORS � I ARCHITECT PR - -.11- , , , I , " --- a)
C=EPGU`EQ - * -- - I " . - i:�
REQU-5 (SEE SCHEDULE ON REQUIRED : INSTALLATION- I 1
1) " I I I 1 1/4' SHEET 11) 11 ; -%A -- -- ON SHEET . TE WOOD AMCAOR� v' ��- I - I , hr.. - (D W
� � I '� I - - - I - -�4 _ � W= ANCHORS ALTERNA
�� , 1 .. i 167 " JLE ON (SEE SCHEDULE - I
I " I I - F ;4= "..D. KEAD , I 4 Mo. , -0 �, I I � ' ' I m - OR
I SPACER / SHEET t 1) - � - ED " ./ Uwr
1/4' -- - - I I m ww. OR . I 1/4' 1 - 11600811 11 � , � _ Oil- , /� ,�� --- I `07 - -- -
-r- I 'le- ,* s.& - w/ - I " I I .1 -� I I , .1 i - i - MAX. I �- :X--4- " - io I , /I. I - 6 I, ./2- Ox. -C-
, @- - - " .1 - '/ :'i =11/= P I (1) - I "a"C" `*A"
" . I I -- I I I
- --Thm-. - I CONCRETE ANCHORS � 41, 12 'ff 0.1 - - I �'/ I . WOOD HEAD I 1 4 1 - 1/4. . I l� -
- - - ------- "/ - - i�� ) : . I Mo. L 11 WOW HEADER �' Li 'F =a*= 1/" I . i ---'- - - L -- - - - I
SHEETS 2 THROUGH 10) I . i I ED. I I �- - - - I = :
I I L L I I
: L - I "-��---
- I � ; . - __I --A I I � T - -'.-,V'.- - - .. Agggiggg"10
.1 - : i . T ED
i 11;." I I - I t �" I = : " '
-- i D EL I WOW ANCHORS , i
'C W.. �
I � : (SEE -LmLr-1 : L --@I - MAX. LONG ALUMINUM PACERS 0 12 1/2' I (SEE SCHEDULE ON I
I (SEE SCHEDULE ON E - L 11111 PAW LEl4CTI4 ; - L i ED 11 . , - ; ---j r2' .
If (�) i -1 �'""' L' FmOuw` - 2* ' I S I*- �' - FL
E. � � I SCHEDULE . I � D.C. (SEE TABLE 17 ON .) I i SHEET 11) 7 , Win. , I I = CIO
"'C"d i (a) . i ON SHEET 3 . : -(j) i I I L SEE NOTE - BELOW FOR UMITADOWS FOR I W. ! . , 4 : -
w . .. 0 . ; ". I i It . I - -(!)
,I . I -(D SEPARATION . 1 - �v Tx=p : SEPARATION *L* MAX. i I � /2' LONG SUEEVES. �EPAPAIIQN To 1 - (D � I >
I : TO GLASS. r- TO GLASS� - i PANEL LEWGTH 11 PANEL 'LMENGTH I : : -1 GLASS.(SEF
I I
llfta� (SEE SO4EMU (SEE SCHEDULF , L � ' ' HEL VIATE SCHEDULE I F/.';KU`*
AT . � (SEE SCHEDULE 9 At 10 9 (SEE SCHEDULE i i ] : 43:.�- :
It TO CLASS I '* I I ON SHEET 3) : ON SHEET 3) : ON SHEET 3) t . I ON SHEET 3) - PANEL IAATE FEMALE 10 OR PA ION SHEET 3) IS�'M I :
I I SPACER t AT .&.10 r
� 'L, ft.. S�� ULE M� ON S"Em 't 0
(SEE SO4M ON I ZI - 9 _
==`n,-") . . I (Min. SEIRWRATION TO CLASS. /.1
I :' I I : PLUS (SEE SCIIEDULE ON SHEET I 1) SU SCHIEDIALL ON SHEET 3) & �� 'L, MAJI, L-
: i-.*.-�. 'I, Me.. , i I I .
3) - - I VA � (M Fm r I i VA 4 go PANEL LEKIGTH
I PANEL LENGTH - =%Men PANEL LENGTH I k .1 11 I I SEP=11014 i [ (�) . I . *v , � , (SEE SCHEDULE 0-
(SEE SCHEDULE 'I., I /': .
It I i ip ... -i�-o � I 1 ; "'W" D""' 7-4n 'L' MAX. ! -
; mB. I ON SHUT 3) (SEE SCHEDULE =11-0 EXISTING -1 -- PAAIEL LENGTH MMPVM
I SEE SCHCDULE i PLATE REQUIRED - I (SEE SCHEDULE LING14 CAP T-01 ON SHEET 3)
ET 3) i L"W"' "" -" EXOSTIN�, : =. --- To .. 2'.4" WOOD . i I
i Z=-A =9� I . I GLASS I I
. I � - --", - I * I ."- - I ON SHEET 3) --I -1
I ON SHEET 3) . � ALTERNATIVE i - T : - -- - - - - - It - I - -1.
� aJV � - , - - - --F-- I ON SHEET 3) i DIRECT MOUNT W/ SPACER I --- -T- - -- I :
,(SEE SCHEDULE -� ON SHE I - --
SEPARATION I I GLASS I I -- %9!�
4 T=. (�) L -- --.-- - I - k" J , I � * 'I "'W"o"'W" 0-
I : sox - - (j) O"L : - It _ Cn <
I � OF 'L' I . ,. I
� 1'1�111 ��z- ---q) It - - '� 1 2K 1 1
1 MAX. -1 / : MAX �;�"�� "; , I I I : AC5� SCALE 3/a.,' I 1 5m OF 'L'
e "� ,I :'-O' , �' 11 I . . I I I
.. q) �"'141'1' 0) -0) MAX.
I 1: . SEE TVJ1 ON SWEET I I FOR MAX. PANEL LENGTHS & :
I-- , , .@ 1101 ' I/ 502; I U, I : OF *L'
"'
�' SPACER I I
EO " ,// i �, - I : sm. I : 0 12 1/2- O�C. -6-I-110
'/ I I GF IL L I I � /,z I I 1@ - 7! i -
% OF 'L' �, .0 DESIGN LOADS FOR IRS INSTALLATON.
: I 0 12 llr 0�41 ", I I ED /�� �', LOENGTH I -- ,
�. 1� " 1. "I : MAX. _ @ MAX, ED I - I 4) .-- I - - I 0
t � 'Ir I I : - I ri- I I I , � 0 11 1/2' O,C* �' �7 1/2-
ll � "I 1 ' =u � - - -Cw-�- � - � �-' -- I I I =3
i x -I ", - - - - - - " � I (D
I r - - - - - - - --; 3�4- � - I �
- ,. I t t . i [ I G 12 1'2' C.C. + ' I - -
I -- -- I - I
� - I "I I "I -1 . : - =" ED " : ,---, . -
"I'll" ". - SCHEDULE ON �4 1 - . I - -1 11 : , � t - ILI -0
11 COW IE ANCHORS -1 . -wh= CONCRETE ANCHORS E6 i I # -
�' (SEE SCHEDULE ON ' I (SEE L' I - - =
�""'�'4"� � EDGE OF WALL OR Su - SHEETS 9 THROWN " WEE I . 2 I/a- LONG MAX. ALU64NLIM I - -- -- � - - ' WOOD ANCHORS * * NM. i . I . 9
EXISTING POURQ ��N'A' I,,, I" K� to) q 0) " * ED "� I 1- t I I ��4 1 STAGGERED W/ STUD I - - -
. , I ,� � q --- -- -- -
:
�, . SPACERS 0 6 1/4' O.C. VALID FOR 11 - I I VA= " w K , 'Ir Low F.
. ('ILT CONDrrKM
� . ) '�/ //1 2.1 t � � (SEE SCHEDIJLE ON . - -----
REOUIRED I/ I , � , 0
-- MI/;' ALL DESIGN LOADS AND PANEL , 4 -
-
3/1v 1�11' --&.,- -RED CONCRETE EXISTING POURED CONCRETE LENGTHS PER SHEET 1 . 1, I I SHEET ff) (1) mum"A" a TO A ONE Sim BUKOHN I - - - gc!" ' 2'.4* WOOD PLA79- - "
I � I -f!"- ----- - REQUIRED ,
OR CONCRETE BLOCK 11 - FROM An 11 - -- - REOUM
CONCRETE BLOCX - U4 I *.=- Uzz WA NOW .0� " 4 A FUnWr" - . E ANCHORS
CONCRETE -- - REGUME'D, REQUIRED. , 2*.4* WOOD ' , ' mazm mmff cummumn, .0mm (w few 41). WOOD ANCHORS -1. , ,;- - tS=ESCHEDULE ON
JR �; WAX. LONG &UMWAJM SPACERS 0 PLATE REOUlktb � ,. _ -, WOOD ANCHORS (SEE SCHEDULE
- 1/11/1 - 1/2' O.C. (SEE TABU III ON � - - �- - --- 7 D-
(SEE SCHEDULE ON - - -- E-D " � ", , ON , ", 4� - - - SHEET I 1) m
10 . ' STAGGERM W1 ' TO CLAW 14XCPM ,- , - - 2'.4' WOW SHEET I 1) - �
SHEETS 2 THROUGH I 1: STUD I �, Zffp� ��. . WAT` 0 OR ,- -- -
(SEE SCHEDULE ON W E��
10.) 4�Afi - 'I PLATE REQUIRED (2) FjftW43:j :10;�K � 7 It"IN/4"O.C.
94EM 9 & M= �101 /A - - . . A
LOW AS lW %WOW
. -] , SHM 11) � . a A 077j�M: � ALUXM am � .
F) � .0 OEM Pe011uet 01 I - 2' win. - ]- ---- . . - _-_ - 0 a)
AN'j BffR MOUNTING 13UILJD-OUT MOINTING WALL MOUNTING /DIRM3M WAPACERS M OR I& mim a .00. -45 p.s.'. (3) *�a'24 GM PANEL LENGTH 8 UWIYW TO "' a 000, � I
CEILING ff - � 1 1 (THIS 6 A OWNC"M FROM LAMER PANEL LOOM �M ON 1 W
SECTION 5 1 - .� - - _r_i__ 1 (2) Will" 3101IN PINIG. LOUTH 5 I WALL M0UN7IN MOUNT CEUJ14G AND FLOOR MOUNTING BUILD -OUT MOUNTING " m
3/8.1, SCALE 3/5-1- SCALE 3/a.1- . ". G 6 DIRECT 9043UL SHUT 11).
ALTERNATIVE 2W 0) 1 1/2* LONG WPAM COMPONDIT III sUALL K is waram
WALL MQUI01TING (3) grom Plima. RVALLAntim a ONLY SHOT OF I - LOW. VICER GA n ONLY Oft I ALTERNATIW 3
1 a 1/2 ALTERNATIVE 4W
INTO AN EMM WOOD rilma W`UJ SCALE 3/8-1- 'w x '"'A"W"' SCALE 3/8-1- ",
r FOR UM ZONES 1. AM 3 id ULVtMM IW AIM ! Ca
ALTERNATIVE I I _IM -'. I L.
1 (4) INFIALIA11014 VAUD ONLY FOR Week sLaamstvioApo No THE 210m, C71A MMDN) Of THE FLORIDA 41"llt" SCALE
SCALE 3/8-1- � CODE
i ZOM 1. 2 & 3 POI NOW, I I Hot I ;�'� �:. ��>'%'
; IND&�. -10-OW � 1 4 ...... ... -. X
- 1 5�":.!.�Zp; .. \�CEN,�; .!If
e, o�77'17�/^-' N � /'<F�11 v 1 = Lu
-
N" N1=1 --`�yr-EAIF�:%!� NOTE FOR COMBINATION Of SECTION : I WITM f :: NO. 44167 ' 't 2
_
JAF-�i&Ap--A FLORIDA BUILDING CODE (Mon High Velocity Hur on's Zone) . ��O'%�:'e FLORIDA BUILDING CODE (Non High Velocity HuU Zone)l = : cons Zone),
. .- - W cone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D : - FLORIDA BUILDING CODE (Nm High Velocity Hur rJi.
rp 1. INSTALLATION ARE ONLY VALID FOR MO. AS.O. . 3 .
ar� or. ; . = TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING ( .s.f) AND PANEL LENGTHS `�* ' "' -am ftnto. ea, 24 GAGE GALVANIZED STEEL STORM PANEL <
"' ' No. 44167 " 24 GAGE GALVANIZED 111.� N tEr 3 .
I I No. 44167 *, S � livil"O". - 24 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR COMBINATION OF SECTIONS: Z . s � 1,1111m. Ufc.
DESIGN PRESSURE RATING (p.s 1) AND PANEL LENGTHS 3 * : . = MEL STORM PANEL DOWN, COMBINED IN ANY WAY TO SUIT ANY I . S!ATEOF - W.
I E FOR :* Z - -� Z
I * -*. * I * 1 Z * AS PER SCHEDULES 0 SH .
. -- - VY/n/3m TOP & BOTTOM MOUNT NGS CAN BE /V/2= INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: W, % b�'- , -11 O . . .� �'
FOR CDMBINAiT)ON OF SECTIONS; :� AS PER SCH DULES ON SHEET 3 (EXCEPT 1 ". STATE IN, GLOBAL PROTECTION PRMCTS, LLC. '" 111<11 ,. .. , t -- - a/V/3=
- . - Di'm - MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC , S/ 4 ----- -,-- Z GLOB& PROTECTION PRODUCTS, LLC. O"m
NOTE i ,. TATE 01��, - -- GLOM PROTECTION PRODUCTS, LLC. 11121, COMBINED IN ANY WAYITO SUIT ANY ALTERNATE 2W) I I O�� - - DOD . - I
ED. -( EDGE DISTANCE % �$'-. ao`!F#7� � - �7t�-�� Z 11LIECO ,
- I TIC 0 .- - INSTALLATION. � . "1ORIOI'A - � A101) S", 5 � DENSITY OF 0.55 OR EQUAL . - �-- �-- - �- .11100 S... 5 WOW
SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE '� Z�:�7k ��! -.-- ." 10, 11 x"WRY -7
........ tv le� Ale,m-A. t'mWAUzUzzzA..XAW DOWL � 333F.(')'W'_zYz'
-:00--, �100- 75 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 111� I... . '� V --. � 0 We. �--�. . ( " I . - m - . - am -1-
- " 114, .. - e. - (". MIME � =I. . * IL,P .1. - IUAAL FL "3,. .. 0 � �� M
SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY --A-. . )mmi-Tima. 'AiL (Imm"I'll, 20-1 rk Lei p - CIA, '-L--'-aw -as, )mem-Tsm, 'Ax, DNH)ezI 20-175 ".00", . . 1.0m (�)�7S.& Folit 20-175
' '�' '�� Ofte"No ft - o� �
" 0
I', - rium nozzle a toKeetwilize; COUPAAV ,
I<, I n.1 ! - ! !!t . DMWM ft MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I
INSTALLATION. -'IJ . JUL 'A'v -��". , F.09 . - 11 - I DENSITY OF 0.55 OR EOUAL --- " NW,tmwwtA.x " ]E�Rl am. m !;, 1 P.E. w^43XAAFuWE/OATs, v%x CA-00011119 :K] �Jmli I We IWI
Or/sIONUOINNE/0'ar "I al 144),17L I I I "'.J."', '. �it'; : Wim 4 OF 2 C.A.x YLLITT .. P1. <
- i - - # "" - r own I OF to
- 11"m 6 OF IN '.�.-.' L"'- - ! - , 67 1 -1-19 - i -j
. IL
SHEET NO.
SH 1.3,
R11
r-1
�"mt
)-`R�
I III 1 1111 T I
END CLOSURES DETAILS FOR INSTALLAIION IN POURED CONCRETE,
LIFE
CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR.
SAFETY & E-Z HANG STORM PANEL J) SYSTEMS
0,(9 OR
2'. 3' 003 3105 S-14 OR
ALLO, COKI, �.
� 1/.. . 1 3/4'
!r,-4 (9) & 0 All '. . 1 3/4'
2 1/2' TAPCOM 0
2 1/2*
13
PM" CONCRETE. COMMIT
EKDCX OR 2*"' WOW FRAME Call - 1 1 1/4. /""1 C, -
=& 2 1/2 J)_
REOL-M (I', OR(3 rl
2.4' WOW FRAME "HU, Awn
fAlojww
W
ANCHOR TE LEG LOCATION
TOM
2 no
ml 12* , 21 2 .053' TO � .
C VARIES 2' 5: x", cow
.
I/c, l ED< L 2- 1 ALUM. AMGUE ON
Go
Al
�f - - - - - col 3105-15, SHEET POURED CONCRETE. CONCRETE
All
METAL sm PLATE BLOCK OR 2.4' Y$OW TRUE
2" X 4' .
3 __ " OR 7�_ I-) REOURED
3; 05-11
'All
2 112- 2-
2 1/1
f = � ALL.:
all
CONT Ml
ALUM. ANKLE
_J
1/4' 00l .4 4*,. .072'
0 12 Oc 3;05-H , OR 0063-111 ALL'of
W/04~ C-1 A- AMOLE
CASE A (Ell CASE 0 (PLAN) CASE C (PLAN) CASE D (P
SCALE 1/4'-1' SCALE 1/4'. 1' SCALE 1/4*.1' SCALE 1/4-.1-
S01JD-SET OR CAl
Oft EUDO PANVJATE
Fill III AND
OR 0'. "IIDAw
POURED OR 2*"' WOW SOB OF OPENING SCHEDULE
"5X VAll rRAW SECURED AS APPLICABLE 10
(MEN PANEL CONCRETE VAR"
2,., ecopo nww[ 'r &
OVE" Fix �.
OPENING POUND) CONCRETIL CONCRETE REOLARED
OR 2*.V WOOD FMK
NEOUMM LI/4' MI,j
z -
4T_
OR($
INDIA MVLEL To
5' mal (Ml Our. Do Ill
X Ell DISTANCE 1
77
j
/.-. - � 7 CASE G (P
Womm".
;�\ SCALE 1/4'
a e
el Z� 00FT
VALID FOR DIRECT MOUNT WALLA11ON ONLY
-or C E IV ie, , ..! .
CERTIFIED PANEL INSTALLATION AT WALLS W/
SURFACE LEVEL VARIATIONS WITHIN 3/4-
No. 44167
FLORIDA BUILDING CODE (Mon High Velocity Hur Icano Zone)
CASE E (ELW CASE F (PLAN) STATE OF coax; &I= Wc. 24 GAGE GALVANIZED STEEL STORM PANEL F.P
SCALE 1/4--l- SCALE 1/4'.1- Oil
MDW PROTECTM PRODUMS. I=. Oft
TILUT TeffTm a o� com"Hir = S... a, snw
ORAL It. 3301�
Al P, .a, W (WINIM, 20-175
am R A- am )BW70,W FAIL
PIE SE%/MnM/Clln =C71=19,
LW I
MAXIMUM A.S.D. DESIGN PRESSURE BEING (1a.z.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEpULE Fog gEGuLAR STORM PANEL (f) INSTAUATIONS INTO WOOD- STRUCTURES
(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES TIN THRU 4W, ON SHEETS 6 & 7)
Ill A.&O.
DESIGN
PRESSURE
RAJINC
MAXMIM ANCHICAS SPACING FOR ED. . AS SHOWN ON SHEETS 5 & 7
" ANY
M%TO4
OF 4EM
MAXIMUM
PANEL
LENGTH
TAPCON
LAID SCREW
PAKLMATE
FEMALE 0
PAMELMATE
PLUS
WOOD euswc
13.
13"
Is-
13,
111, (Mill
13'
13,
Is-
is.
13"
111 (garrom)
1/2-
5 1/2-
6 1/2'
1/2-
6 1/2'
2111 (TOP)
-
-
5 1/4,
12 1/2*
8*
a 1/4,
2W (Earl
1 5--a-
OR
A
-
a-
31IF MI
13*
13"
is,
J)MM))
4W (TOP
+45. -45
00
LESS
13*
Is.
13"
12 .
am
13*
13'
13*
13"
a /2.
lot (TOP)
13"
Is-
Is-
13,
is.
Ito (ectivill
6 1/2-
5 1/2'
6 1/2.
6 1/2'
6 1/2'
2W (TOP)
-
6 1/4-
12 1/2*
1 6
211 (Will
>5 To 0'
4 1/2-
4-
6 1/2-
6 1/2-
-
30 (TOP)
14'-4.
4 1/2-
4 1/2*
-
3W (BOTTOM)
1/2-
_12-
12-
4
I Ts,
is.
13'
13'
1 8 1/2-
SM TABLE #1 FOR MAX. Al DESIGN LOADS & MAX. PANEL LDWHS WHEN SPACER " IS
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 1
MAX. KS.O.
DESIGN
PRESSURE
RATING
(P.-J.)
Mk%IWJM ANCHORS SPACING FOR E-D. - AS SHOWN ON SHEETS 6 & 7
TO
=
I & ANY
COMOMTION
OF THEM
A, )UMLPM
PA14EL
P
LENGTH
TAPICON
LAG SCREW
PANELMATE
FEMALE ID
PANELMATE
-
I
WOOD BUSHING
13,
13'
13,
13,
Is-
vir (TOP)
13,
13,
Is-
13,
6.
111, (vorrom)
6 1/2-
6 1/2.
It 1/2-
6 1/2-
6 1/2-
2W fral
-
-
6 1/4-
12 1/2-
6 1/4-
2W (am,)
3,_O
OR
112-
LESS
7 1/2-
6-
13,
y1v (BOTTOM)
- frol
13,
.45. -45
TO
75. -75
13,
-13'
13
13 .
13
4W (aarrol
I
Ir
13*
Is,-
ly
10'
No (TOP)
ly
Is-
13,
Is-
6 1/4-
Ito (BOTTOM)
a 1�2-
6 1/2'
6 1/2-
6 1/2-
6 1/2-
2W fill
-(Mn
-
-
6 1/4-
12 1/2'
6 1/4-
ii
>50
TO
4 1/2'
5.
7 1/ 2.
7 1/2'
JIN (W)
7*-5'
5 1/2*
-
0;
a.
3111 (Borrow)
_�3�
12-
Is'--
is-
5 1/2-
- frol
is.
13*
is-
13'
1 10*
14W (90710M)
SEE TABLE #1 FOR MAX. A.&O. DESIGN LOADS & MAX. PANEL LENGTH$ Wil SPACER 0 IS
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 1
JNLEJJ
A
A.S.D. DESIGN LOAD
MAXIMUM PANEL
LENGTH
40 PSF OR LESS
6 -,.
> 40 PSIF TO 50 PSF
6'-2'
r7_50 PSF TO 60 PSF
5'
A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
W/ PANEL MATE FQMALE ID OR PANEL MATE PLUS
ANCHORS ar W/ Qq LPikQEIIIHIl 1/2" D.C.
BUILDING CODE (Man Hich Velocity Hurricane
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
FOR REGULAR STORM PANEL (-I) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANEL l INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
MAX. ASD.
DESIGN
PRESSURE
RATING
(P J.)
VAXMM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW III
APPLICABLE
TO SECTIONS
om",m
OF THEM
MUDMUM
PANEL
LENGTH
(ft.)
MAX. ALS.D
DE54M '
PRESSURE
RATING
cil
bLt%*M ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW *
APPI�
TO scaroa
MARM,"
PANEL
(M.)
TAPOON
SOLID -SET
PANam%TE
FEMALE ED
PLUS
ZkYAC-NALIN
CALK -IN
TOCON
I SOIUD-SET
PMCLMATr
FEMALE 10
PAINELMATE
PLUS
ZAMAC-MNLOI
IN
CALK-01
70
=.am
70
TO
To
10
To
lio
10
.
To
M,
To
.
ICIIN&Te
.
TO
DO."t
III
oocmm
TO
10
al
U;Fl
.45� -45
OR
LESS
13'
Is.
I r
I r
13*
13,
Is'
13"
Is-
Ir
1 13,
1 Crop)
W-G,
OR
LESS
016.
TO
.65, -65
Ir
is,
13'
1 13*
13'
13'
Ir
13'
13'
13'
Ir
P13"I
it 1/2,
1 (top)
5.-Ir
OR
LESS
13"
13*
13*
13,
13,
13,
Ir
13,
Is-
Is.
Is-
1 (BOTTOM)
13,
Is-
Is-
13'
is'
13'
Ir
Is'
jr
13'
1 1/2'
1 (BOTTOM)
ly
13,
Ir
13'
13*
--ir
13"
13'
13'
Is-
13'
13"
2 (TOP)
Ir
13"
13'
13*
IW
13'
Ir
I
Ir
13'
13'
IT /..
IL_jj��
2 (TOP)
Ir
Is-
IS'
Is-
13'
13'
13'
13'
13'
13'
is-
_Ir_
Ir
.2 (BOTTOM)
13*
13
13
13*
13'
13'
$3*
13*
13*
13'
13'
it
11 1/2'
2 (Borrow)
Ir
13*
Ir
_�3�
Is-
Is-
Is'
13,
13*
y
Is'-
Is-
3 (TOP)
Is-
3-
Is-
Is-
13
Iz*
2_1!2:
3 (TOP)
-
12 1/2-12
1/2-
5 1/*-
6 1/4-
12 1/2-12
6 1/4-
6 1/4-
3 (BOTTOM)
-
-
12 1/2-12
1/2-
6 1/4-
6 1/4-
2 1/2-12
1/2'
-
-
a 1/4-
a 1/4-
3 (BOTTOM)
a-
8,
.
I .
.
TV
7 1/2'
4 CICIP)
a-
5 1/2'
W
W
_BL_
6 1/2-
a-
7 1/2-
a'
8.
a"
51
4 (Tool
s -
Ir'
-
4 (OMOM)
1V
a.
-
4 (BOTTOM)
13"
is-
Is-
Is-
3'1
Is-
13;
Is-
Is--
_TY�
13*
5 1710P)
Is-
1 r
Is-
Ir
Is-
Is-
13*
13,
Ir
3--
fl 1/2�
5 UOPI
W
Is-
13.
13._
-1-3-'
-1
3F
-1
is.
13'
Ir
5 (BOTTOM)
-F3;-
_13F_
is-
Is-
Is-
3
3
13;
Is-
Is-
11 1/2'
5 (BOTTOM)
ly
ly
3.
13.
13"
Ir
13*
Ir
13"
ly
is*
_F_
ur
1-3;
6;
ir
13*
13,
13'
is'
13'
Ir
it 1 2'6
CTOFF)
1/4;
__is
6 1/4-
1/4'
-
6 1/4
6 1/4'
6 (W".-)
6 1/4*
ile
6 1/4-.6
1/4".
5 (WIT-)
13'
13*
110 1/2'
13'
7'
13'
7.
7 1/2
5 1/2
Is-
4 1/2-
1 frOP)
To
14*"'
13'
a'
I Ir
Ir
13"
8 llr
13'
8 1/2'
9 1/2-
IS 1/2-
Is-
5 1/2-11
(TOP)
I
>5,-G,
9. To
13,
7-
Ir
I is-
Is-
9 1/2
13*
9 1/2
10 1/2
7 1/2
Is-
S'
I (BOTTOM)
13'
7 1/2-1
13'
13'
13'
to'
Is"
to*
it'
Ir
13'
6 t/2'
I (BOTTOM)
13
S.
IY
110 1/2',
13'
7'
13'
7"
17 1/2
5 1/2
ir
4 1/2-
2 ITOP)
is*
6*
1 Ir
13'
13'
8 IIV
Is'
8 1/2'
9 1/2'
6 1/2'
13*
5 1/2-'
2 CTOP)
Ir
7-
13'
13'
1 13"
9 1/2
13'
9 1/2110
1/2
7 1/2
13*
6 1/2'
2 (SCITTOM)
13'
7 1/2'1
13'
13'
is-
10,
is,
io�
-Il'
S'
Is-
5 1/2'
2 (9017W
13'
1.
13'
ls'
3*
9 1/2
13'__
0 1/2
10 1/2�
7 1/2
13'
5 1/2'
3 Cl
Is-
7 1/2-
Is-
13'
Is-
to*
13'
to*
ft'
8.
13*
6 1/2'
3 (TOP)
12 1/2'12
1/2'
8 1/4'
6 1/4'
12 1/2'
6 1/4'
-
6 1/4'
It ve
3 (BOTTOM)
IL��
ILI!T
6 1/4'
6 1/1"
12 _�
ILIZ!:
-
6 1/4'
6 1/4'
3 (BOTTOM)
1.
3'
$*
5 1/2'
7-
3 1/2'
B-
4-
4 1/2-1
3.
6 1/2'
3*
4 (TOP)
7 1/2-
3-
a,
5.
r
4-
1.
A-
4 1/2-
3 1/2-
5 1/2'
3'
4 (TOP)
e
-
a.
-
a-
-
a'
-
5 112-
-
, 1
--
4
a-
-
a'
-
W
-_
C
-
5 1/2'
-
7 1/2-
-
4 (BOTTOM)
13*
r
Is-
is-
Is-
9 1/2-
is'
9 1/2'
10 1/2'
7 1 !2
-/2*-
�In_
�5
13"
8 1/2*
13'
is*
Is-
".
Ir
".
it'
r
13'
3 1/2-
5 (TOP)
Is'
7'
13'
13'
Is-
19 1/2'
13'
9 1/2'
10 1/2-
7 i/�:j
-
1 1
1 1
3.
0 I/r
13"
13'
13*
10,
i3r
to.
it*
ar
Is. 16
1/2,
3 (WITOM)
13'
1.
13.
12� 1/2.
1-
7 1,
Is-
13"
13'
Is-
0 1/2*
ly
-
1/2
- L
L -
/2
13, 15
-
I -
-
-
_ -
18 1/4'16
1/4'16
(90l
-
_
a 1/4'16
1/4'15
1/4'16
1/4*
1
18
16
1/4* 16
1/4*16
SEX reel 11 FDA AN"" TYPE III SPACING FOR *MALLAI&G PITO WORD M%E KW.DPM
� ANMOR Sk"= AND � EDGE DISTANCE Aft INDICATED ON THIS S004MULE MR ED
LESS THAN NOWO ON SCHEDULE #"= ANCHOR SPACING ft WATftVM SPACING WM ON
SCHEDULE P THE FOLL(Nomil FACTORS. FOR THIS OPERMION TO K POSSIRL REDUCED SPICIAD
ORYMNED UNM FACTOR SMALL NOT K LESS THAN UMM SPACING WOKATED Fall EACH ANCHOR TYPE
ON THIS SCHEDL&L
1 /4*1
Ile.
1/4.
I/r.
ANOW TM
90"O'e"
=
k 11
z��
-
all
INCON
MON" ANCHOR SPMM (il
3
3
3
1
! 'Ir
a /2
3
3 Iff
1
3 'Ir
3
3
3 1/2'
3 I/r
1 31/2
3 Iff
4
AMK an Down
FACTOR
I
t
lot
-
I'M
VAUD WHEN SW IS USED. SEE 1 11 FOR MAX. A.9,
WITS
a, MAX. PANEL WHEN SPACER USED.
Lzy
INKLA1 A
A.S.D. l : LOAD
11111011" PANEL
LENGTH
40 PSF OR LESS
6'-S'
> 40 PSF TO 50 PSF
V-2-
I > 50 PSF TO 60 PSF
V-10"
A MAX. PANEL LENGTHS ARE ON
,�_Y VALID FOR INSTALLATIONS
W/ SOLID SET ANCHORS 8: W/ Qq SPACER AT 12 1/2' D.C.
ANCHORS (SEE SECTIONS R, ALTERNATIVIES ON SHEETS 13. 14, 15 &to)-
3* ml *R- IA/113. R-2A/13, R-3A/14, R- 0/13. Ill Ill
" mol 111-11AWl R-2AW/15, R-3AW/16. + R-119111/15. R-2BW/15. R-31101/16.
0 0 0 0 0 0
---- --------------- ----------------------- -------
T 7-,-
3 MAX.
I 1PH.
T_
L/2
2/4-4l S.S. DOLTS W,@' "L`
(USE FOR PANEL LENGTH MAX.
OVER 7'-$ PANEL. LENGTH
REGULAR STORM PANEL REGULAR STORM PANEL Ell 0 .40.0. -40.0 p.J_
-------- A\e ---------- 7 --------------- (1111 WMAP MID PANEL LENGTH DOLT)
LIFE SAFETY SIGRM PAPIR 741' 0 +50.0, -54.0 P...f+
(W10 MIERLAP MID PANEL LENGTH Ill
USE T-41' MK PANEL LENGTH
1/4'0-20.1' ------- 47 AT ALL MOLNnNGS
ATS 90`110
5
EA 0
L/2
NOTCHES AT STUD
TION 0 LIFE SAFETY
CORINCIS 0
--- ----- -------------- ------ ----- ------
-OVERAF-
or NUT 17 EXTERIOR WING NUT AT
r MAR. RIGHT PANEL 3 alirc t INSTALLATIONS ONLY VALID FOR WIND
I' WN. R-11 13, R-2A/13. R-SA/14. Fl il R-30/14. SPEED UP TO 170 P.l
A-IAW/15, ft-ZAW/15. P-3AW/15. R-IBWl R-29W/15. R-31901/16.
-ANCHORS (SEE SEC-06 III ALTERNATIVES ON SHEETS 13. f4, 15 6:16)
1/4- MAX CAP
LIFE SAFETY STORM PAII'll ELEVATIOM M
N,
REGULAR 2.U7- SCALE 1/4*-1' REGULAR
STORM PANEL (UK oll -1 nw WLLr,)
STORM PANEL
- ---------------------- ------------ ----- ----------------- ----
......... .
------- ------- ----------- ---
AV
MAX. GAl
_T
LIFE SAFETY PANEL
EXTERIOR
SECTION A -A
SC41 1/4--l-
Hurricane
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
MAIL A.S.D.
DESIGN
PRESSURE
UT"
(P.0
MAXOM
ANCHORS
SPACING
FOR LIN
E.D.
PER SCHEDULE
BELOW
APPLKARLE
To f
a ANY
M�
LENGTH
(it.)
MAX. A.S. D
PRESSURE
FATING
(P...C)
MAUM
ANCHORS
SPACING
FOR
Met E.O.
PER SCHEDULE
emow
APPLICABLE
70
MUMUM
PAl
L04GTH
(ft)
TAPCON
SIT
ZA"-MMM
GO
TAPCON
I SOIJO-SIET
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FEMALE
10
I FAMELIANIE
I ZAw,,
-
to
cal
10
3k
-a
TO
To
Oom:xx
TO
11"Coo,
"am
IV
1,V&M
_x_
To
To
_ To
To
ccmom
caw
10
OF THEM
-65. -85
To,
IS. -75
Ir
It*
Ir
13'
Ir
13,
13,
Is'
13*
12*
1 r
10'
1 (TOP)
V-5
OR
TO
IHIL-119.8
13,
W
13
10 'Ir
13
6 In
13
6 1/2
7 IA
5 llr
13
OR
LESS
Is-
It-
Is-
Is-
Is-
IY
13*
Is*
Is-
12*
13,
to'
I (BOTTOM)
13'
11 1/2'
13'
13,
3,
'.
Ir
9.
lo'
7 1/2-
Ir
I (BOTTOM)
is.
it'
Ir
Is.
13'
is'
13,
Ir
13'
12'
13*
io'
2 CTCP)
ir
S,
13'
10 1/2'
is'
6 1/2*
13'
6 1/2'
1 1/2*
5 1/2'
13'
4 1/2*
2 (TOP)
13"
7*
11
13
Ir
1 1/2
13'
9 1/2
10 1/2
1 1/2'
is-
6 1/2'
2 WTTOM)
Is-
13'
13*
73`
13'
13,
13'
Ir
12-
is,
to'
3 (TOP)
13,
7'
13.
Ir
;3'
9 1/2'
13*
9 1/2'
10 1/2-
7 1/2-
f 3-
C
3 (TOP)
lz-,.
1/2'
6 1/4-
-
ILI�T
12 1 /2'
6 t/4-
6 1/4-
12 1/2-
6 1/4-
-
5.
a'
1.
1.
1.
B*
a 1/2'
7'
8'
4 1/2*
4 CTDP)
8'
5 1/2'
7'
3 1/2*
or
4 .
4 1/2'
3'
4 1/2'
2 1/2'
4 (TOP)
13'
8'
-
B,
0,
-
4 (BOTTOM)
6 1/2-
-T
5 "1.
7'
1"
13'
Ir
13'
13*
1
12'
IW-5
(TOP)
1 Y
I
is'
Ill'
to'
7 1/2'
Ir
61
5 (TOP)
W_
_i2l:_
13'
13"
13'
3�
_13'
13L
IV
13'
TV
5 (BOTTOM)
3"
7'
is,
13"
13'
2 1/2'
13*
9 1/2*
10 1/2"
7 1/2'
ly
ol
S TacTrom)
Is-
I-
IS-
Is-
Is-
_L __
IY
__Is
Ir
r
Is-
IW
0 (TOP)
is.
s.
13'
10 1 /2'
1 r
6 1/2'
13'
6 1/2*
7 1/2*
5 1/2"
Is-
4 1/2'
6 (TOP)
6 1 /�-
_121:_
6 1/4-
6 1/4-
6 1/4-
_�3L
_L
6 1/4*,
5 1/4'
6 1/4-
6 1/4-
6 1/4'
6 1/**
6 1/4'
6 1/4�
6 1/4-
6 1/4'
6 (BUT11
Is'
7 1/2"
13"
Ir
10�
13'
10'
11
iY
6 1/2*.
5*-G,
TO
1
-
13"
S*
13'
Ir
5 1/2*
is'
6 1/2'
7 1/2"
5 1/2'
13'
4 1/2*
1 (TOP)
TO
7-5'
IV
7 1/2'
_1�3�
ir
Is-
is'
10 1/2-
Is-
10 1/2*
11 1/2'
a'
is*
1-
11 (BOTTOM)
Ir
6 1/2*
13'
13'
is.
.
13*
9'_
to*
7
is.
'.
I (111W
iY
7 1/2'.
is'
13'
13'
lo-
I ir
to-
it-
Ill
.
6 1/2-
2 (TOP)
'r
5'
Is-
10 1/2-
Is-
6 1/2-
Is-
5 1/2'
7 1/2-
:/2'
5 /2-1
Is-
4 1/2'
2 (TOP)
130
7 1/2'
13'
is.
13"
110 1/2*
13'
10 1/2-11
1/2-
11'
_L3
13'
7'
2 (BOTTOM)
is'
7-
13*
13*
13'
9 1/2*
13'
9 1/2*110
1/2'
7 1/2'1
13'
6 1/2*
2 ( �YTOM)
is'
7 1/2'
Is.
13'
13'
10 1/2'
Is-
110 i/2-il
1/2-
r
Is-
7-
3 CTOP)
13"
7-
13'
Is-
I Ir
9 1/2-,
Is-
9 1/2-
10 1/2-
7 1/2-1
Is'
6'
3 (TOP)
-
12 1/2-12
1/2'
5 1/4-
6 1/4-
12 1/2'
6 1/4-
-
-
6 1/4*
6 1/4*
3 (BOTTOM)
-
-
2 1/2-12
1/2
6 1/4'
0 1/4-
12 1/2'
6 1/4-
-
-
6 1/4'
6 1/4'
3 (BOTTOM)
7 1/2-
3 1/2-
Ill
- b-
7 1/2-
4-
El
4 t/2-
5-
3 1/2-
r
31
4 Crop)
71
-3'-
C
5 L/2-1
3 1/2'
ll
4-
4 1/2*
3'
6 1/2*
2 1/2'
4 (TOP)
a .
-
a .
-
6.
-
4 Morrill
r
-
6 1/2"
-
Ir
-
5 1/2'
-
7-
-
4 (BOTTOM)
is'
7 t/2'
13'
Is-
Is-
10 1/2;
__�3
�
TO _E/2
1 1/2-
11-
Is-
7-
5 (TOP)
13*
5 1/2'
13'
13, 1
13'
2*
Is-
9.
10"
7 1/2'
13'
a,
5 (TOP)
7 1/2'
13'
13'
is*
TO 1/2'
_737
2
,/I13'
1
1 Ir
71
13'
Is-
Is-
9 1/2'
13*
0 1/2'
10 1/2'
7 1/2'
13'
6-
5 (BOTTOM)
7 1/2-
is-
ISO
ism
±
Ise
10 1/2111
1 ��
11-
1 Is-
1 r
16 �ioP)
Ir
13'
13'
0 1/2-
Is*
5 1/2"
7 1/2*
5 1/2'
13'
6 1/2'
6 (TOP)
-
6 1/4w
6 1/4-
_ 8 1/4-
_2�T
6 I1A`
-
-
I -
I -
to 1/4-16
1 4-26
(Earr
6 1/-
1 1/4�
�61 /-
_8 I/-
-
I -
6 1/4-
6 1/4'
6 (W".-)
SEE SHM I I FOR ANCHORS TYPE 4 SPACING FOR 047ALLAMM IWO ROOD IW4W OLWOU
IF III@- ANCHOR 30041MOS APO MM" War OISTANCE ARE �70 ON THIS SCHEDULE. FOR LD,
LOS Thl INDICATED ON SMIMU PEDUCE ANCHOR SPACING MY �TOPLYM SPACING PC" ON
SCHEDULE of INT FOLWWM FACTOW rW DO OPERATION TO K POSMU. RODUCIst SPACING
OFAM �� FACTOR SMALL MOT INE LESS THAN � SWCM MEXICO FOR EACH ANCHON TO[
ON THE 9CHEDULL
1/4.
ANCHOR TYPE
UPM
1OLD-mo
A96.�
n� 0
ii�
Pull
v��
WMM ANCHOR SPACIPIQ ill
3
3
1 3
3
2 1
2 1/2
,,Wwo .. Ma i-Mc� 0-)
3
3 /r
r
3
3 117'
3
OWAMM 11.04 low= - &
_3
3 1/2
3 '/Ir
4
ACPAL OW OEM= (E.D.)
FACM
I
I/r
Q..
oic
Oil
o7n
3 1/2'
1 All
WHEN SPACER (1) IS USED. SEE 11 FOR MAX. A.S.D.
ISPACINGS
SIGN LCZY8,V"
MAYL PANEL LENGTHS WHEN SPACER CIS USED.
1/4-0 TAPCON XMTM POURED
ANCHOR 0 r D.C. CONCRETE OR
ICRE111 BLOCK
E-DO
9AN-1
R--SEPARATON I
it TO GLASS. 11
10A
ULLJI
A
Al DESIGN LOAD
MA)GMUMI PANEL
LENGTH
40 PSF OR LESS
a. -a.
> 40 PSF TO 50 PSF
6,_2"
> 50 PSF TO 60 PSF
5'-10"
A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2- D.C.
FLORIDA BUILDING CODE (not
INTO
INSTALLATION DETAILS
POURED CONCRETE OR
FOR LIFE SAFETY
CONCRETE
BLOCK
PANEL in
STRUCTURES
1/4-0 TAPCON
_QWNG POURED
1/4'0 TA"
_ . .
:ED
g=WOJ
ANCHOR 9 9*
CONCRETE OR
ANCHOR 0 9 D.C.
CONCRETE BLOCK
__ N=x
KOUIRED,
REQUIRED.
4)
1/2- 1/4'
1/4-
MAX
E-D.0
ED.
A*/
-'A
I
III-WARATION
TO GLASS.,,A
UREMOR,
1/4-0 TAINCON
ANCHOR 0 9' DIX,
PEOURED.
- (4)
C ONCRETT BLOCK
7l
ARM,.
Loal Dee T-C
. M... .1
;
i
ILI MAIL
�
'L' MAIL
PANEL LENGTH A
1
T
PANEL LENGTH
PANEL LENGTH
(SEE ELEVATION N
I
(SEE ELEVATION
(SEE ELEVATION
ON sHl 12)
ON smEE7 12)
T
ON SHEET f2)
�_�Azow
TO CLASS.
It
L/2 L/2
4)
IF Ulr .,/r
E.D.0
I" Mill,
SEPARATION.
To GLASS.
L* MAX
6' PANEL LEMON
(SEE ELEVATION
ON SHEET 12)
F Ol X
111 12 Iffl..
EQ
1/4'0 TAINCON
I ON
/4'0 TAPC
_k4CMCR
ef TAl
1/4 -0 TAPCOM
ANCHM 0 9, ot,
0 9' Ot.
OC
ANCHOR 41, Ill O,C,
EXISTING FOURED CONCRETE Olt
CONCRETE OLD" REQUIRED.
0 ffift%ALS
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
0 ARN"PANEL
DOSTING POURED CONCRETE OR
-CONCRETE BLOCK REOURED.
SLGIIDN R-2A
0 REGUUM-PMUS
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REDU1Rl
WALL MOUNTINGS
SCALE 3/8-1
WALL WOUNTINGS
SCALE 3/8-1
SEE SKEETS 15 & 16 FOR ANCHORS
ANcHut 11"RE
- 1/4v'. �
TYPE A, SPAC94 FOR PWAUATIONS MID
upolim
Amomoo smamo 0.)
3
wm FauK ou&DR=
MRA" ANCHOR SP*Z*= AND �WJM
3
EDGE DISTANCE A" ll ON
IN=
ON SCHEDULE Lo. THAN TED
REDUCE ANCHOR SPACM
Ilif WAmyoG spperc - ON
SCHEDULE BY THE FOLL*W4 FACTORS.
AM&
FOR THIS OPERATION To K PDSSEU
REDUCED SPACING OSTAWO USING
FACTOR SMALL AM K LESS THAN
2
-am
� SPACING ROCATED FOR EACH
ANCHOR TYPE ON THIS SCHEDULE
F
BUILDING CODE
>
0
0_
CL
0
0
a
CIO
0
-0
Cn
=3
-0
0
CU
0
0
-
CU
0
_0
CU
LL-
C)
>
W
ca.
CU
-0
. C
U)
0-
<
a
14
z
z
W
mi
Uj.
C:)
Ce)
C\1
a
00 X
:OR-
I
LL
C:)
U
C:
c) a)
a)
(T3
0 0
dj
INSTALLATION DETAILS FOR LIFE SAFETY PANELni INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INSTALLATION DETAILS FOR UFE SAFETY PANEL(I
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES
1,7
1 -0 TAPC ",41 1APCON
/4 -a c
or ill Go WOOD HEADER
ANCHOR 9 D" WOOD HEADER WOOD HEADER
WOOD HEADER
REOUNED. CONCRETE BLOCK -REQUIRED NEWMED WOOD HEADER
CONCRETE BLOCK 7
FIQUIRED. �j REQUIRED
114-# TAPCON 114-40 TAPCON TAPCOk o.0
11) . _;=) =r o.C, -=OR a V 1 4 TAPCON
v IF U
(D
It.
46
E-D.- /4' 1/4- 1 %/4- 1 �G a" fl
E, VAX. 4� 1/4'
2-
M2 2
IN. 2-
it will
LL
I To GLASS. LI-4 L
*-SEPARATION : q)
&S, M. (D no
Exr.nNG_m a At IA, If
0) >
GLASS 4 ill Z;
T
a" T_r I gill
Rx"vel I
Air
'L' VAX.
I:x-:il
L, wl
I., mAx
PANEL LENGTH I' PANEL LENGTH L I
(SEE ELEVATION 4 PANEL LENGTH 11 1 UNIIN IMER Ill I I L* mAx
(f ELEVATION v PANEL LENGTH
4 (SE ELEVATION v m- 4 1 (SEE ELEVATION
t Mf.. I ONESMEET 12) 1, ON SHEET 12) 1 PA14EL LENGTH
I I SNE17 12) 1 PAML LE40H
11 PANEL LENGTH (SEE ELEVATI ON SHEET 12) a. PANEL LENGTH
EPARATION, I (SEE ELEVATION
Ill (SEE ELEVATION ON (SEE ELEVATION
ON SHEET 12)
To GL`SSL T ON SHEET 12) 1, ON SHEET 12)
I" Ml ON SHEET t2)
I.. SEPARATION _T
........... L/2 Ml I TO GLASS. A. L
To GLASS MS.
L/2 SEPARATION - (1)
L/2 To GLASS. II-�PARATION
03 111 GLASS.
ED ED. I
DEIFIING PoURED 0 -0 1 W2
ON ., Vr 1 7 'Ir I CD
0 ED E`6. -J- I -r 1 0
aVx_ IF a vT
EQ.
I EQ. , -
7 EQ t
- I t I
1/2- ED.
2.4 WOW t
4) PITE
REQUIRED 2-.4- Wool 2-.4- WOl
1/4'* PANOLvATE 1/4-* PAMIELMATE PI_LrS 2%4- WOOD l TAPOON PLATE PLATE
4, =v D.C. "T _., C NO PLATE REQUIRED REQUIRED
AND40A 6 12 1/2- ANCHOR (BEYOND) U%gig"ANEL HE! T y _;( o.c. REQUIRED -* PAMEILMATE PIL CU
STAGGERED wl STUD STU() ot r GO /4'0 PANCIUMATE PLUS 1/4
ANCHOR 6 12 1/2- OX
WALL MOUNIMS WOOD sIT7:ww ANCHOR 411, 12 1/2' O.0
SEE *CM 13 A, 16 IN ANCHOPIS TYPE 41 SPACING FOR PLATE
REOURED REOLARID
D61AUATIM *= UM FRMK BUtbg=.
SCALE 3/6-1-
MN.tu ANCHOR ww:.= AND MINIMUM EDGE DERANCE
ARE NO"FED ON INS SCHEDULE. MR ED. LEN THAN
MUM DR SCHMAI REDUCE ANCHOR SPACM BY CU
WMTKY*X SPACING SHOWN ON SCHEDULE Irr THE ALTER -law R_ ALPN
FOUD� FACTOR& FOR THIS OPERATION To BE POSOKE 0 FE FROM Ptff
REDUCED SPW�M OVANO USM FA" SMALL NOR N 41"ff p1ga- I MOVE R 9 REGULAR PANELS SWARL
LESS THAN MON&M SPAC INDICATED FOR EACH ANCHOR MELS 9 UEE SAFETY PANEL ILINg Cn
.TYVE ON ?HIS SCHEDUCE, WALL MOUNnNGS WALL MOUNTINGS WALL MOUtMNIGS �J!�z
/o0l, A, tit --ow
p SCALE 3,18l SCALE 3/il SCALE 3/11.
miamom rm LU
=3
ocity Hur cone Zonl
m.aft 00 3 FLORIDA BUILDING CODE (Won High Velocity INNU Carwi Zono)l FLORIDA BUILDING CODE (Won High Vl 44167 FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone)
A== 1� a,) 3 3 24 "GE GALVANIZED STEEL STORM PANEL r.P. MIEOX Mr. F.P. NOTES, still;
o.44167 `1, 24 WA GALVANIZED STEEL STORM PANEL IR -2= 1111100, M
3 1/2 1. INSTALLATION ARE ONLY VALID FOR kS.D. DESIGN [IRWIN 1, 24 GAGE GALVANIZED STEEL STORM PANEL <
Acoft am= VQ STATE Or :Q: PRESSURE RATINGS (p.l AND PANEL LENGTHS AS I . INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D. z
MMAL PROTECTIM MIDUM, U. PER ELEVATION ON SHEET IL vs*%.
T_ l PROTEMN PRIMMTS, U.C. o"'E'lome DESIGN PRESSURE WINGS (P.Il AND PANEL 07m
STATE OII�- T ri L �EC 0,ove CAME, R GLOM PROTE
S kZ , LENGTHS AS PER ELEVATION ON SHEET 12. :7aiT=k� =6 MON MDUM LW.
400 Il 51 STRIrT 2. FOR NEW WOOD FRAME CONSTRUCTION: SLIL 51 STOW
oAi-- - pul � a
2 'Ir _Z� awl - sis'. 14_z�o Al AR, e, n. 3301. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
20-175
Sl 31 stow
IF me- Am, A, Al Re. ememe, 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC a" am PPN&Wc- ("W4 -754& FAIL (�)GO�M7 ONAL FIL 3331.
I AID ON - All PHONE ($U)M (SU)eoR MANOR% - DENSITY OF 0.55 OR EOLAL MEMBERS 10 BE SOUTHERN PINE No 2. Ill SPECIFIC IN At NO )�75-& FAX
I A- i - I DEWS(TY OF 0.55 OR EOUAL
In A. TUN P <
3 I/r REAL/Somnom/om C.-Oal CA,_ M.1 - I - All
Oman 1. OF to
Lk, f 0, to oftl A. TLUR
FLORIDA u, # _j
SHEET NO.
SH 1.4
--AI I __ 11 IL11 _1E I - __ - I- -] I - - - - I - - I ___ I - --I I I
jh.EZI/18,
EZIW/I a ANCHORS
--(SEE SECTION CZI ALTERNATIVE EZIW ON SHEET 18)
_3 -3' Me. -
E_P'
I:
-*(SEE NOTE 2) MOM 2)
4/16.# ALUMINUM
POP FIAT LAST PANEL(a) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
eT__ 0 0 6 6
1/21FO PROMDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
_!L TO BE INSTALLED FROM INSIDE OF' STRUCTURE.
AT 2 PER
PAW NOTES
Sox
-T 1- 1 1 (1) ?LEjbjjITjON I& jW 2000: E-Z RANG STORM PANEL SYSTEM
-1-T T
CONSISTING Cant. TRACKS TOP & BOTTOW
3NS
I I (INTER A PANEL) (IN RIOR PANEL) (i IOR PANEL) (ENID PANEL)
(END PANEL)
SEE NOTES 2. 4 j SEE NOTES 2. 3. 4 (2). END PANELS SHALL ALINJOITS BE CONNECTED 10 BOTTOM TRACK
6,-0" OTHERWISE A STOP EIARWSHALL BE PROVIDED AT TOP OF SUCH
IAN -I" "N"S
To is 1 00 Pill (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECIIO
SHA L CONS4ST OF 1/4-0-20.3/4" M.S. W/ 7/8-9.3/32' WING
L
PANI NUT OR 1/4'0,3/4' Min THUMBSCREW INTO TAPPED BOTTOM
_11OLTED
SS EICKIIS IN/0. LAL TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
(SEE SECTIONS AS APPILICABLE) EXTER16R FLAT FLAKES OF ENE) PANEL.
50%
OF 'L' S
(4)� IN CASE THAT END PANEL ARE NOT CONNECTED TO BOTTOM
NACA TRACK (i .. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
INDICATED N NOTE (3) ABDVE� IN SUCH CASE, CONNECTION OF
OBCrTOM
��_J_LLJ _J_LLJ'J'� _J�j I'll"i J-3-IL 1L J-9 - I I PANELS To TRACK MAY OCCUR AT ANY PANEL LOCATION
SEE NOTE 4
Ul. VALJD FOR WIND
SEE JEE t INSTALLATIONS ONLY
NOTE 07 v,10 NO SPEED UP TO 170 nl
ANCHORS
-(SEE SECTION EZI & ALTERNATIVE CZIW ON SHEET 18)
S.
_jk,EZ1/1
P-EZlW/18
TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL I SYSTEM M
SCALE: 3/32'-l"
1/1' M GAP
2S87_(MN. OVERLAP
77_77 7 7 7`� 7 \ 7"= 7`7 7 77
Ml
01, SECTION A -A
SCALE 3/32"-l"
EN FLORIDA BUILDING CODE (Won High Velocity Hu, loans Zono)l
S 24 GAGE GALVANIZED STEEL STORM PANEL
44167
;6 -i GLOBAL PROTECTION PRODUCTS, LLC.
1� - W - 'Mal, STP. til STMW
ATE 0
g0j" --T
ORID PAMA M, IL �1* 20-175
UMM Mxxr-� FAR I.) Her .....
e'
ORAMM"
11
MALTEIr A 1. r .an 17 of 11
Oak A
IV ENGINEERING
ENGINEERING EXPRESSO
PRODUCT EVALUATION REPORT
September 15, 2020
Application Number: 171559.1 - R2
EX Project Number 20-31543
Product Manufacturer: AM American Shutters and Glass
Manufachrror Address: 1540 Donna Road
V" Palm Beach. FIL 33409
Product Narne & Description: 249a Galvanized Steel Storm Panels
Large lillisaille Impact Resistant
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with it* requirements of the Florida
Department of Business and Professional Regulation (Florida Building Cornmesion) Rule Choosr
61G20_3.DO5, FA.C_, for statewide acceptance per Method 1(d). The product noted above has been
tested and/or evaluated as summarized herein to show compliance with the Florida Bukhrig Code
On (=
Severith Edid ) and is, for the purpose intended, at West econiaterd to that required by the Code,
Re-evoluation of this product shelf be required following pertinent Florklat Building Code modifications or
revr.mm.
Substantiating Data:
. PRoD1JC7T EVALUATION DOCUMENTS
EX dravving 020-31543 Wded -24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)'. shoots 11-5,
prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. is an Integral part of this
Evaluation Report.
. TEST REPORTS
Uniform state structural performance has been tested In accordance with TAB 202 test standards per test
repOrt(s) $ffTASC-1 7-0101 by SlackwoW Testing. Inc.
Large missile Impact resistance and cyclic loading performence has boon tested in accordance with TAB
201 and TAB 203 lost standards, per test report(*) #BT-ASG- 17-001 by Blockwater Testing, Inc.
. STRUICTURAL EN(PNEERING CALCULATIONI
Structural engineering calculations have been prepared which evaluate the product based on
Comparative andfor rallonal analysis to quallify the following design Criteria:
1. Maxkmm Allowable Spans
2. Minimum Allowable Spans
3. Minimum Glass Separation
4. Anchor Spacing
160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH FLORIDA 33442
(954) 354-0660 1 (866) 396 _ 999;
TEAMOENGINEERINGEXPRESS.COK
ENGIN*ERINGEXPRESS.COM
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All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
No 33% increase in allowable air*" has been used in the design of this product.
Separation from glazing is not required for installations outside otwind zone 4 and essential Wbhes.
Impact Resistance:
Large Impact Resistance has been demonstrated as evidenced in previously listed test repod(s), and is
accounted for in the engineering design of this product.
Mnd Load Resistance
This product has been designed to resist wind loads, as Indicated In the open schodule(s) on the
respeohns Product Evaluation Document (i.e. engineering drawing).
Installation
This product *hall be installied in struct compliance with Its respective Product Evaluation Document ii.e.
engineering drewing). slong with all components noted therein.
Product components shelf be of the material specified in that product's respective Product Evaluation
Document ii.e. engineering drewing).
Limitations & Conditions of Use:
Use of ties product shal be in strict accordance with the respective Product Evalluation Document (I a.
engineering drowing) as noted herein.
All supporting host structures shall be designed to resist all superimposed foods and Bill be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this product's respective anchor schedule shall be designed for on a ske-specific basis by a registered
professional engineer.
All cDmponerft which are permenonfly installed shall be probected against corrosion, contarninabon. and
other such damage at all times.
This product has been designed for use within and outside the High Velocity Hurricane Zone (HVFtZ).
Respectfully.
Frank Bermardo, PE
ENGINEERING EXPRESSs
#PE0046549 I Cert Auth 9885
160 SW 12'" AVIENU I SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954� 354-0660 1 (866 ) 3 96_ 9999
TEAM 0 ENGINEERINGEXPRESS.COM
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INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
T-- F`
-0
-1/4 TAPOON
CONCRETE BLOCIR ANCHOR 0 12' 0 C.
REQUIRED.
1/4 -_J14.1" HER HEAD To(
-0 TAPCON HEX HEAD TEX WOOD WADER -_
FROM REQUIRED SCREW 0.1/4' FROM
ANCHOR 0 12* D.C. 0
ME OF 0 EDGE OF
P,
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ALUMINUM POP
RMET Rli
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LENGTH a LENGTH
I PANEL
16 T
(D
lifin.
111--SEPAPATION 1, PAY. 1 1/4'11204'
P-SEPARATION 50%
1 C, L
TO GLASS. YPwNiSscRrW 0,
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a �/4-0-200- OF 'L*
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2
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0 12' CC,
1/4-0 TAPOON 1 2'.4" WOOD
TAPOON
0 TARCON ]'LATE
ANKC... T. 1. 0.1:�
CONCRETE OWCK j REOVIRED
RIOUMD.
WALL MOUNTING WALL MOUNTING
SECTION EZ1 ALTERHATME EZ I W
SCALE 3/8-11" SCALE 3/8.1"
E
FLORIDA BUILDING CODE (Non High Velocity HIM Icons Zone)
I;. PANEL.T 0,441 ill,1020 `AnXXL Mc. 24 GAGE GALVAWUD STEEL STORM PANEL I.P.,
M
IALL� 6!GTH OPINION
STALLATION ARE ONLY VAUD FOR MAX. BE 2
IN A.S.D. DESIGN
. MAX GLOBAL PROTECTION PRODUCTS, LLC.
PRESSURE RATING +/- 40.0 P.O. AND 6'-0 o% STATE 11LIEC . \
PANEIL LENGTH.
0,00 S., 51 STREET
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD NAME. n- 3131. 20-175
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC .......
OR
DENSITY OF 0.55 EOUAL.
Fj= LNj '41 O'll
MARK 5ENNARD.
Nit Nip, I Uy
ALL AMERICAN SHUTrERS AND GLAS MAXIMUM ALLOWABLE
DESIGN PRESSURES;
Tx. I, I,
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ)
rAS r �TEDI N DC�SIGN
DESIGN NOTES: I STEDULE5
WIDTH UNLIMI POSITIFIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL 15E DETERMINED PER
GOVERNING CODE, PRESSURE RE$�IRBMENTS AS
"ERP. TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE L
TOP MOUNT (CONN- TY DETERMINED IN ACCORDANCE WI H ASIDE 7 AND CHAPTER
TYPE AS REQ'D) 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
IS Flc�n S 0,RAUAL TO THE POSITIVE OR NEGATIVE DESIGN
RE CAPACITY VALU E 5 LIST ED HE RE N FOR AN Y
OPTIONAL 4`23 STITCH ASSE L' 1421
SCLTS MTN WASHERED
MNGNVrS FASTENED 9
OVERJAPS 0 NUDSPAN (USE GENERAL NOTES:
APPROPRIATE SPAN TABLE)
1. THES SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABILICATED IN I: in ef
ACCORDANCE WITH IHER�gUIRIMENTTS OFTHE FLOfklDABUILDMGCODI
SE', R USE INSIDE AND OUTSIDE OF TME InIH
PLAN VIEW TASENTH 202 ANN PROTOCOLS. Z PER
(220031ST CONTRACTOR SMALL INVESTIGATE
ANDIC0014FORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
APPLY. DESIGN CAFTIRIA BEYOND AS STATED HIREINIMAY MQUIRE
7. ADDETICI ALSITE-SPECIFIC SEALED ENGINEERING.
2 NO 33 113% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
D ES
IGNOFTHISSYSTEM�
3, THE ARCHITECrtENGINEER OF RECORD FOR THE PROJECT
SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALI_ M RESPONSIBLE LD
FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
SKAULBECOOK INATIED BY THE PERMITTING CONTRACTOR
4 UARUID IN
S GalW
Agle)
ORDER TO DEVIATE FROM LOAD DEF!LnOINIA�,TOA SPAN I
ENGINE%
BOTTO MOUNT HEREIN. CONTACTTHIS E FOR A E SPAN C-C LATICILS AS
(CON t TYPE AS_j MAY ST 4D
=9
REQ-0) 5 ' C� 0� . �i v
E`SS 40�MLEDMMMNMGeNEKCANOWMWCTPR�IDE
.-A.ATIO. FOR A S,`ECIFIC IYE. FOR 5- CONDITIONS � FROM ULJ
MAY BE AT TV C 375'1 THE CONDITIONS LED HEREIN, A LICENSED ENGINEER OR kEQ5TERED
AAl SKJALL"PERTOATAINE SITE S ECIFIC DOCUMENTS 10"i USE I'
& BOTTOM C NUUNCTION tyrr" THIS DOCUNEW
6, DESIGN PRESSURES NOTED HEREIN AKE BASED ON KiXIMVM TESTED
7 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BY A 3.5 SAFETY FACTOR. LF)
7. A�F�rENERS'rOMLOORGRFATeRSAV�AD SUNLISSNOTED 3;4 IR
B E (AD IUM-PLATEDOPOInIERINISE
NT.S EUFNAT`10M OTH RINTSE. FASTENERS SH I
CDR OSION-RESISTANTMATERIALAAD HAULCOMPLYWrIN'SPE CATIONS
FOR ALUMINUM STRUCTURES' SECTION 3.3 BY TIME ALUMINUM A`sW
INC.. & ANV APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES
rl� A. STORM RANIIS SHAI HE I,lillk STITI, 1-0 OW
TOP MOUNT
I- STOP. AUj_CO.rP-TOAS5jSTR.Q
(C N TYPE ABOVE STEE L. WO GAL-1ZItO COATING WITH A MINIMUM FY- KS1 LU
AS REQ'D)
I . ALL AWKNUM EXTRUSIONS SHAI.I. BE6063�`F,5 ALUMINUM 4=1
I TRLC LIFILE-NOTE.. ERWISE.
BOTTOM C FIDITIONS Or
'a FUZONTA"Y AS APPLICASUE.
CONCRETE AMCM... NOTED . EAE.. S.- BE EMBEDDED TO
NITTYPE 12
C N 'ON- IE ONLY. INSTALL ALL CONCRETE AN CHO&S - EA
CRACKED CONCRE
AS REQ*D) MANUFACTURERS RECOMMENDATIONS.
33. THE CONTRACTOR IS RESPONSIDLE TO INSULATE OR PRCITEC7 Aa
-U ME RERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYM
0. 14. ENGINEER SEAL AFFIXED HERE 70 VALIDATES STRUCTIJR:� DLESL
(LOCATION MAY VAR,) SHOWN ORI-Y USE OF TNILS SPECIFICATION By CONTRACTOR,
jNDEMFUj ES&SAYMMARIM1,ESSTIHISENWIllitil FOR -OSTS-3ES
FICULDING LEGAL FEES& APPELLATE FEES RESULTING FROM MAI
TOP MOUNT FABRICATION, SYSTEM ERECTION, &CONSTRUCTION PRACTICES BEYCII, lA-
I-TC,1 61 LOCAL, 5-1, & 11DERAL M.- -C-
(CONN TYPE OEVTFi`r S OF TMIS P111
AS REQ'D) 13 EXCEPIASEXPRESSLYPROVIDEO HEREIN, lJOADDITIONA,
CERFIFTCA IONS OR AFFIRMATIONS ARE I IFFENDED
AND mALLOAFE Tlirs czFTTFicAno,i
1. ALTRUTIONS ADDITIONS OR - MARICNcS TO �IS
Ale
Lniax I EPANELS 54A11. BE PERMANENTLY LABELED WITH A MINIMVM Of
80170 SPA BE W 'E'IR VERY 3 0 FEET CONTAINING THE FCLW%VIlM INFORMATICii
M MOUNT (GINN
TYPE AS RE' �'D) OBSTRUCTION) �A EJUCAAI SHU7TERSAND GLASS
WEST PALM BEACH, FIL
FLCIIIID
PANELS 14AY BE NOIC11111 AS FIE111111 )I!'-ZD STITCH TAS 201
PROV DED THAT CONNECTIONS AND OPTIONAL A� TAB 2OZ & TAB 203
A MICH SATI BOLTS WITH WASHERED
ANCHORS ARE USED F` WING NUTS FASTENED 6 20-31543
�_j OVERLAPS 0 MIDSPAN NSE
SPANS SPANTAEILE) VISIT ECALC.1013JU3 rWj$_-rEj ,
VERTICAL MOUNT ELEVATION
/-2-'\ (NOTCHED PANELS)
ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
MINIMUM STORM PANEL SEPARATION FROM GLASS
(WMZ. WIND ZONE 4 & ESSENTIAL FACILITIES)
MAXIMUM
DESIGN
ALLOWABLE
INSTALLATIONS LESS INSTALLATIONS GREATER
PRESSU ,
At �
SpANjLnNPj
THAN 30' ABOVE GRADE IRAN 30 ABOVE GRADE
(PSF)
36
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2 16 1
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2,16 in.
l-I-40
1310ki.
606 in -2,16in-,
130 0 in
6.06. 2 16'.
./-SO
130 0 T
116:1 , 11:"�
./.Ss
106,6'.
08 1 , Is
81.2,.
6 09.n 2 53.n
591 in
6,11 In 2 72 in
1-70
11 In I SO 1.
DFAN bLHtL)ULt NU I tt):
1. ENTER SPAN SCHEDULES WITH NEGATIVE
CHESIGN LOAD 6 PANEL FASTENER SPACING To
DETERMINE MAXIMUM ALLOWABLE STORM PANEL
SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH
POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. 'PANEL FASTENERS" ARE STUDS USED IN
CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
i -P TRACK ' STUDDED ANGLE. ETC.). USE 6 .25'
0 C . PANEL FASTENER SPAC114G TAME VALUES FOR
ALL *W- AND 'U'�MEAILEAS (INCLUDING BUILD OUT
CONDITIONS).
3. UWAR INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
GLASS SEPARATION NOTES:
1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
LOA .
3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED.
"IV
OWABLE SPAN SCHEDULE
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ANCHOR NOTES:
1. 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIMD HEREIN, BUT ONLY PROUIDES
MAX MUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SHkU. APPLY
2 E14TER ANCHOR SCHEDULE BASEDCN PAWL FASTENER SPACING, THE EXISTING STRU RE
MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER TKAN OR EQUALTO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT STAN GREATER THAN OR EQUAL TO SH LITTER SPAMLSELECT
CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SIHEE� 2 FOR IDENTIFICATION OF CONNKIION TYPE).
1, PANEL PASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
(,F._I_RACK, STUDOED ANGLE, ETC) ME 6.25- CTC PANEL FASTENER SPAC3NG TABLE VALUES FOR
ALL *H"- AND 'U'-HEADERS (INCLUDING BUILDCILTT CONDITIONS)
4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5 HOLLOW BLOCK HOST STRUCIURIE SMALL CONFORM TO ASTM CEO BLOCK.
6: MIFXIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCUIJ DES STUCCO, FOAM, BRICK, AND OTHER WALL
FINISHES WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS To
ADEQUAT ELY T ANSFIER LOADS TO MOST STRUCTURE
B. CONCRETE ANCHORS NOTED HEREIN SHAUL BE EMBEDDED TO UNI-CRACKED CONCRETE ONLY.
9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
VERIFY THAT FASTENERS ARE INIGADEQVATE WOOD FRAMEING MEII NOT PLYWOOD, FASTENING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FPAMING, FASTENER SMALL BE LOCATED IN
CENTER OF NOMINAL 2' N 4" (Mll WOOD STUD (V EDGE DISTANCE IS ACCEPTABLE FOR WOOD
FRAMING). WOOD STU D SHALL BE -OjTHEFUN PINE' G-Os 5 OR GREATER DENSITY. LAG SCREW
SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SCLID-5ET IS BRASS BUSHING
12 MACHINE SCREWS SHALL HAVE If2- MINIMUM ENGAGEMENT OF THREADS I NTO THE BASE
ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U. IN 0
13 . MIFUMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO OR OTHER WALL FINISHES
14. DESIGNATES ANCHOR COMM014S WHICH ARE NOT ACCEPTABLE USES.
15 DIRECT
MOUNITTINGOORHOLTIONE
L5 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
THIS SHEET.
1 20-31543 1
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