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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or 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 or A.H.U.
Air Handler Unit
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Footl Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BLK.
Block
GALV or Galy.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
RS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SO.
Smoke Detector
BP or B.P.
Bypass (door)
GYP BD 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)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Specifications
CLG or Clg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KIWALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel 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 c
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry ` .
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holaer,
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WOW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
UC 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
UNO 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
Vanity Base
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V.L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roc' ; Exterior
EA or Ea.
Each
OPT or Opt.
Optional
W or w
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
WI or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or WIC or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PL or P.L.
Parallam
WDW HDR or WDW. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WP
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Flr. Finished Floor
PW or P.W.
Pre -wire
VW
Welded Wire Fabric (Mesh)
PLAN REVISIONS
DATE
VERSION
DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 ADDED VAULT. CLG.
12-28-17 3.0 2017 FBC UPDATES
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
08-27-19 4.1 ENG. REVIEW FOR 150-C MPH
09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA
12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB
12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M.
12-19-20
5.0
FBC
2020 CODE
UPDATE
06-14-21
5.1
HVAC DOOR TO
2652 PER C.M.
11-29-21 6.0 ADDED ELEV KLM PER C.M.
IF--]
❑��❑,, ❑
1941 Al B1 KLM
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
S3 DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
WP WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
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.
O 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
J 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
r the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and FOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
r 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 FOR 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.
70
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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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25-SH 25-SH
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29'-8" 15*-10" 19'-6"
Ir
66-13"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2XIS #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X 10 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
- 1 3/4" X 9 1/4"
<e>(2)
LVL 2.OE Fb=2950
- 1 3/4" X 16"
<e>(2)
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
I
Straps are Required
VERIFY W1 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
18JX254
S.H.
13
20 X 38J
18 4X 371
S.H.
14
20 X 50J
18 17X 50
S.H.
15
20 X 63
18 J X 62 J
S.H.
16
20 X 72
18 J X 714
S.H.
11-12
27 1/4 X 26
26 X 25 4
S.H.
x
11-14
27 JX 50 J
26 x 50
S.H.
11-15
27JX63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 112
S.H.
22
37 J X 26
364X25 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 J X 62 1/2
S.H.
26
37 J X 72
36 12 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52 4 X 37 J
S. H.
34
54 X 50 J
52 J X 50
S. H.
35
54 X 63
524 X 62 4
S. H.
36
54 X 72
524X 71 J
S. H.
39X59
40 X 59
N/A
S. H.
DOUBLE 39X59
79 X 59
N/A
S.H.
Fi-ITIE WALLS TOGETHER BY ROTATING
BLOCKS EVERY OTHER COURSE
General Notes
R302.5 Dwelling/Garage Open ing/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
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
equiva en app ie o garage si e.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
PENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
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SEE S N SHEET r LJ
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1 +29.7 / -39.7
WALL LEGEND
TYP. 2x FRAME WALL
11777771771;.L� BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
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AREA TABULATION "All'
1 ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
ENTRY 20
TOTALAREA 2372
PATIO 23
INSULATION REQ.
LOCATION I R-VALUE / TYPE
EXT CONC WALL
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R-1 1/R-1 3 KRAFT FACED
PLAN
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
W.P.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
G.F.I.
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
iET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
$3 THREE-WAY SWITCH
� 4 FOUR-WAY SWITCH
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
ORECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
P.C.
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
O EXHAUST FAN
W EXHAUST FAN/LIGHT COMBINATION
�D ELECTRIC DOOR OPERATOR (OPTIONAL)
CH CHIMES (OPTIONAL)
F{]P PUSH BUTTON SWITCH (OPTIONAL)
�D PUSH BUTTON SWITCH - DOOR BELL
SD SMOKE DETECTOR
CM 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.
O THERMOSTAT
�]M ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
C� J
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
G J OPT. CEILING FAN
W (1) PHONE LINE, (1) DATA PORT
150A/200A
INDOOR
PANEL
CENTER
10 #14 copperto lights a outlets
NEMA 1
50 AMPI
10 #12 copper to 20 amp ckts
200 AMP
it #10-2 copper to WH
#10-3 copper to Dryer
METER
MAIN
O
/0 or
4/0 SER Alu
200 amp
150 amp
UNDERGROUND isconnect
POWER CO. FEED-----__,1..
INTERSYSTEM
4 Bare Cu Ground •Y/
BONDING 1 1 LROUNDING WIRE
TERMINATION PER
NEC 17, 250.94 CLAMP PER 250.50 AND
250.52 OF NEC 17.
Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER CO.
Ill 2h
AV - �' DTI,
PLUMBING RISER_
NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS
BE VERIFIED WITH PLUMBER
RECEPT.
FOR ALARM
SYSTEM
15'-0"
VERIFY METER
LOCATION WITH
BUILD R WID H.B.
11 A GFI
1W �1 lW ---- J----- W IRRIGATION-----
GFI VERIFY LOCATION FGFI @ -4 4-" 'A.F.F.
I W H ELECTRICAL PANEL I I I
I I I I
OWNER'S SW ITE 0 BATH W.I.C.
2 CAR GARAGE
GFI FOR I I I
/ ROUGH -IN FOR / I GAR. DOO2 I I
/ OPT. CLG. FAN/ ' I GFI I I I
LIGHT PRE -WIRE I GFI @ 44" I I
I I I I
/ / I A.F.F. I I
S.D. / d"VP \-----------J I I I
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11 1 I I I I
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OPT. CLG. FAN/ W P I
LIGHT PRE -WIRE DB ' GFI
-------
U.C. OUTLET - - - - - - -
FORDW- - - - - - - - - - - - - - - S.D.
3 3 S.D.
- - - - - - - - - - - -
I S.D. S.D.
U.C. OUTLET
I , C.M
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GFI 69 GFI FI
_� - - - �- REF. I BEDROOM 2 / A f �> > CAFE //�--GFI —E:-------- GFI
--rt— S.D.O �j / \
- - o BEDRyOOM 3 BATHS BEDROOM 4
L - j O GFI / / I - I
SINKw/DISP j OUGH-IN FOR �/ /� / �/ I \ \ 12.OUGH IN FOR
1
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I RANGE / LIGHT PRE -WIRE I \
\El Idb
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DEDICATED RECEPTACLE
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ELECTRICAL PLAN — ELEV—Al_
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Residential 7th Edition. Engineers signature and
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Engineers signature and seal,
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Attic Ventilation
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
1/150 Rule 1/300 Rule Off -Ridge Ridge
space. The ventilating area may be reduced to 1/300 provided that at least 40%
(No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt.
but no more than 50% of the required ventilation is provided in the upper portion of
Req.) (Ft.)
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
Total
(measured vertically) below the ridge or highest point of the space, with the
Ventilation
balance of the required ventilation provided by eave or cornice vents.
ATTIC Provided o IN SQ
FT
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—CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
SQ. FT. Total SQ.
SQ. IN. of of vented IN. of SQ. IN. of SQ. IN. of of ventilation to Ventilators
(Values to be verified with Manufacturer Specifications)
. OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
ventilation vented be provided (See Elev)
soffit ventilation Ventilation Ventilation
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
required soffit b upper
needed required y u pp
•STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT.
needed ventilators
-if not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed)
Main
28 1
Floor
2373 2278 325 1139 81 570 558.0
(Zone 1)
420.0 138.0
—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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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
WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB
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OR FIBERMESH SHOWN ON
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bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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seal is only for
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Engineer's signature and seal.
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ENGINEERED
CLADDING W NDFPR PRESSURES AND OSUUCTIONIS FOR MEAN ROOFOHEIGHT 15 5 ft D
RS H
JIND SPEED (ULTIMATE) 140.0 MPH
JIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY C
EFFECTIVE 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]
a=oft
AREA ROOF 1 2e 2n 2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57
GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: %s' EXP. 1 ( 4/1@ or 1%2" EXP. 1 e3/16)
TILE: 75/2' EXP. 1 (33116)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY/32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=oft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
Q
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 -10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 -10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
1 18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2"& 8-10d
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(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) 114"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060 **
1005/915 **
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235 **
1335/2820 **
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095 **
1720/3125 **
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-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 -10d x (1) 5/8" ATR w/ 12"
EMBED wl SIMPSON "SET"
EPDXY
MUGT15
4175
22 -10d 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/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" WEDGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2"
SP1 555 5 1 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20 10d x 1-1/2"
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(A)
OR 2 PLY
;ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
`FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B)
INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O A)
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION,
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
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FRAMING PLAN — ELEV-Al.
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed 'joints.
2, Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7, 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 �� . O
Safe vertical load Safe horizontal load
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
i
8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81732 1 B/1T
FORM dt GROUi SOLID
O N W
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8F12-1 B/1T
O
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SCALE = N.T.S.
I
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TYPE DESIGNATION
F = FILLED WITH
GROUT / U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
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tNOMINALL QUANTITY OF
WIDTH #5 REBAR AT
TOP
NOMINAL-
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HEIGHT
MATERIALS
c precas rntels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
#5 REBAR.(1)RE TTOP ALTERNATE POWERS
MIN. (1) REQ'D
CLEAR STEEL LINTEL
a
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MIN. (1) REQ'D 1-1/2" CLEAR
a
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AS INDICATED
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 lintels 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 a@ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
C�
4'-6" LL 4'-6" LL
(E�
5'-10" LL
LINTEL PLAN — ELEV—Al
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT,
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES i RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1 - SPECIFICATIONS
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 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1. DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED:
120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE:
150 PCIF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK:
55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD:
20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS:
11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS:
12 PSF
2.1.7.
BALCONIES & DECKS:
15 PSF
2.1.8.
TILE ROOF
TOPCHORD:
15 PSF
BOTTOM CHORD:
10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD:
7 PSF
BOTTOM CHORD:
10 PSF
2.1.10.
FLOOR TRUSSES
15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD:
250 PSF
2.2.2.
GARAGELOADS:
40 PSF
2.2.3.
PARTITIONED ROOMS:
40 PSF
2.2.4.
BALCONY AND DECKS:
60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS:
40 PSF
2.2.6.
SLEEPING ROOMS:
30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM:
40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM:
20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE):
10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE):
20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT
AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND
2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POI NT IN
THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3, DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / 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): ASTMA-185/A185M-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
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSIITPI 1-2014, BCS1
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: 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.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / 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-13" away from the building side walls.
3. Irrigation/sTrinkler systems including all risers and
I ,
spray hea s shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cjncrete overpowir and mortar along the foundation perimeter
must be removed be ore exterior soil 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 buildin department
b a licensed pest control company before a certificate of occupancy willU issued.
TKe certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-1
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.,
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS,
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifirations contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH --, /__ WALL SHEATHING
- r�z.
.... . ........
1� ... ... ....
..........
16G.Axl-1\2" LONG (3/4---l" CROWN) ---- -
M 16GAxl-1/2" LONG (3/4"-l"
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:-) - OFFSET V CROWN) STAPLES @ 6"
STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS
(NOTED THUS:-)
v
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
101-010
TANK -LESS W/H
H C G
000
51-0"
STUB- LIT FOR LO
GAS METER 0 0
9
0
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
1 Of-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(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�4'
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4- @ 24" O.C.
6--l"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6-
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11 f_011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15,41,
(1) SIMPSON HTS20 OR (3)16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
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 �8/13
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
2 x — lumber
Double 2 x — lumber
FILL CELL STD. 90* HOOK IF BOND BEAM
1 11
77�Ai�_ 1� 77tt
W
LU
o CONT. #5
STD. 90 1
CONT. #5 HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SIMPSC
wl (22) �
NAILS I
5/8"D
THRU
BOLT
R TRUSS
*OP PLATE
2 X B.U.0
BOND BEAM STEP
SCALE: N.T.S. SIMPSON MGT
w/ (22) 1 Od
__2nd FLOOR NAILS TYP.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
—CONT. BASE PLATE
SIMPSON META1 2 META1 2 TSS
BEARING COLUMN TYPICAL SIMPSON MGT TO
SEE PLAN FOR REQ'D PLYWOOD FLOOR
1�5__ INSTALLATION @ MID SPAN
COLUMN AND SHEATHING PER PLAN BUILT—UP COLUMN DETAIL
CONNECTION
TJI TO BE CUT TO ALLOW
< I NOTE:
FOR BLOCKING/TJI
UPLIFT VALUE
MASONRY WALL OR IS BASED ON
S. P. F.
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR LOCATION OF
above to bearing below. STUDS SECOND H10A
(WHEN
SECTION @ INT. BRG. WALL SIMPSON H10A
DOUBLE JOIST CONSTRUCTION W/ REQUIRED)
N.T.S. (18) 1 Od x: 1 1/2"
(Not required if both loaded equally from above) NAILS
Filler blocking 1/8" min. I Small gap 2" min. UPLIFT = 1015#
1/8" gap 2" max. 4" max- - Web Stiffener Faste—ner Schedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A
Joist Bearin ocation
Series-, Depth End Intermediate
*- 9-1/2" � 2-8d 2-8d —1 INSTALLATION INSTALLATION
i BCI 5000s 1 1-7/e-2-9d 3-8d_
5-8d
Clinch nails _91-1/2" 2-8d 2-8d
1 0, @�. — I __d_
when BCl 6000s 11 -7/ - 8" -2-8 3-8d 4" MIN. EMBEDMENT
possible BCI 6500so: 14' 2-8d -8d
5
SEE SCHEDULE FOR
1) Support back of web during nailing to prevent damage to 7- 16" 2-8d 6-8d ___j 0
11 -7/8" 2-8d___ 3-8d SIZE AND QUANTITY
web -flange connection. 2-8d 6-8d
IBCI 60so 14" 0 OF FASTENERS
2) Block solid between joists for full length of span. Tightfit 16" 2-8d 6-8d 0
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 - -7/8" 3-16d 3-16d
2x4/Plywood/OSB web stiffener 2" min. BCI 90sO 14-1 5-16d 5-16d 0 0
4) Place joists together and nail from each side with 2 rows of 1 Od nails A, ; A; 4" max
requ ed en n cated or o- IOU o- IOU
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 j/8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER —
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hinher than 15001h
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
k1/16"
code for appropriate
1--or=20
details in
One 10d box
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam 0
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES ---\
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 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.*
I
Joist
When joists meet over wall, provide
1 1
3/4" minimum bearingforeach. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Froviae acrequaie Dearing Use 1 0dxT nails at 6"o.c. for all joist
for each lapped joist. blocking panel *Non -stacking walls
10d nails SECTION @ INT. BRG. WALL require additional consideration.
N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below NOCKOUT EXEMPTS) D
(see table below)
CD LJ co
T
A %" ROUND HOLE MAY DO NOT CUT HOLES
BE W. AN, AIERE IN 6" 1 6 CANTILEVER LARGER THAN 1)/2"
THE WEB. PROVIDE AT t A ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S.
TYPICAL SIMPSON META1 2
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
L
.�P_o - �& - . .4
:� 00
� FINIW GRADE
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
EM
�Install tight to top flange.
SLEEVE THRU STEM
-OR
SEE PLAN FOR 0 46 .0 0.
Joist
0
hanger
FOUNDATION INFO
STEM FOUNDATION
Filler block.
i 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.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. /doesn't meet
height
requirements
7�,
0.6 X Joist
7- 1
/ depth
x X
zz/
I —JOISTS BUCKETS
N.T.S.
GRADE
r- REINF. SEE PLAN
=CHASE4- PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2 #5's x 4' 0"
CENTERED @ Pl�E
PENETRATION�
4
, � V'r'l-irt =11 TIN 0
4
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLKI I
SIZE & RE
12" BELOW PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4' 0"_\
CENTERED i@ PI�E
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
.4
A
\4 A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"- PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
4 4
A-1
4
SEE FND. PLN.
SIZE & REINF.
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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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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.) VARIES
I%i;___ I
INS
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
V 2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" 0. C. W/ (2) -\ �� 10'-O"(R302.11) x,
16d TOENAILS T & B
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
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
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' 6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
MOISTURE BARRIER
-SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE w/ ASTM t> 9
Nifilil I r. K-1 11 11 1=' ;m
D7158-CLASS G or H, or ASTM - I II-IEII
r LI ,
D3161-CLASS F, IN I zm r --I I f--I I PI I' 2x4 CONT:
ACCORDANCE w/ TABLE I = I I
R905.2.6.1, FLORIDA BUILDING �j 11110-11
r'r)rNC: -7TW r:r)ITInKI 11"100)i - GARAGE DEPTH VARIES
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT
ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
- I � � S3
5/8" OR 1/2" HIGH---------
ALUMINUM DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8"
VALUMINUM FASCIA
GYP. TYPE "X" @ GARAGE
\12'
W/A HABITABLE ROOM
,
N.\O�2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7 O.C.
SOFFIT SHEET SS
CEILING & 8" O.C. WALLS
8"&'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)
TYPE 'is" MORTAR
ARCHITECTURAL
FINISH
1 x2 PT WD 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
Cf)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
--NOTE: EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
C14
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6 MIL VAPOR
2�
BARRIER
4
C14
COMP. SOIL,
(COMPACTED 95%
MODIFIED PRO TOR
ASTM D1557)
3" MIN.
CLR.
(2) #5 REBAR CONT.
ON 3"CHAIRS TYP.
V-4" (1 STORY)
STD. 90 HOOK (SEE
U.N.O.
4"
V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
SCALE: 3/4" = V-0"
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
2�
n
S E E A/S 3 0 R J/S 6 `1 -147-1 Ll � �14-47+TT 5F1 I-V
FOR REINF. INFO. T' MIN. CLEARANCE
1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' .8" (2 STOR) ')
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
I I
GARAGE SLAB AT STEP
SCALE: 3/4"=1'-0"
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S. P. F. STU DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
5/8"OR 1/2" HIGH STRENGTH ----
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 1 Od NAILS
1/2"CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
3/8" MORTAR BETWEEN 41' O.C. @ BOUNDARIES, 6" O.C. @
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
5/8" x 10" "J" BOLT @ 24" 0 C W/
2016" PLATE WASHER (�W)
ELEV. 0'-0" Aid-, (ALT: 1/2"x`12" TITEN HD @ 24"
A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.) 2".
ELEV. 4-3 1/2" z 3 1/2" MIN.
A. Fl�8 �j
op
U
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71/`17
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
`TRUSS BOTTOM CHORD OR 2x4 #2 SPF
1/2"
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
5/8"OR HIGH STRENGTH
(U,N.O.) (OR Y8" GYP. TYPE "X" @
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
EACH END (WHEN PARALLEL)
-SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
CONNECTIONS.
S.P.F. DOUBLE
TOP PLATE
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/
2"x S. P. F. (OR EQUAL) STU DS @ 16" 0. C.
(12) 10d NAILS
U.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
5/8" x 10" "J" BOLT @ 24" O.C. w/
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-0" (R302.1 1)
2x3/16" PLATE WASHER (TYP.)
NOT EXCEEDING 10'-0" (R302.1 1)
(ALT: 1/2"xl 2" TITEN H D @ 24"
4NSULATION PER CHART ON FLOOR PLAN
O.C. OR 5/8"x10'WEDGE ANCHOR
INSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
SIMPSON SP1 w/ (10) 1 Od NAILS
"SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
SIMPSON SP1 w/ (10) 1 Od NAILS
STEP, SIZE OF FOUNDATION AND
2x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT
x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
INCLUDE THE WALL
21'
6x6W1 4xW1.4
WWF OR FIBERMESH
ATTACHMENTS
WWF OR' FIBERMESH
1 1 3 1/2" MIN. 7 \
IIIN III .-T I . I
I j L
A d" N S-'
00
3 1/2"(min) 4" �Li 171- 4 1
lilt
(2) #5 CONT. (2) #5 CONT. 11
4" V-4 8" j '-4 8"
U.N.O. MIN. U.N.O. MIN.
(CU TYPICAL BEARING WALL @ STEP
TYPICAL BEARING WALL " STEP (@ SHEARWALL rC
"SHEAR WALL" SCALE: 3/4"=V-0"
LOAD BEARING OR
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS@ 16" O/C
INSULATION PER FBC AND ENERGY
EXTERIOR WALL
8" C. M. U.
FORM SUBMITTED WITH PERMIT
SEE CC/S3 OR -Nt'N'
G/S3 FORANCHOR
BOLT INFO.
(IF NO UP LIFT ON
-I
WALL SEE GG/S3)
-a@
=:
1 "x P.T. STUD
- #5 VERT. IN FILLED CELL
518"x6" "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
1. 11
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
3RD LAYER 1/8" THICK.
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL
@ K.O. BLOCK
*SIMPSON SP1
ka) IN XJ I/,+ I ArUuNa
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
2X FIT PLATE
20- MIN. LAP [24" MIN. LAP] #5 REINFORCING
w/ (10) 1 Od NAILS
2x P.T. PLATE
FIBERMESH
WEEP SCREED INSTALLED
BAR
-
TYP.
ASSUMED FINISHED
E
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
71
�GRADE
A
#3 & #4 LAP SPLICE GRADE 40 M IN. Fy= 40ksi
j
FINISH GRADE aO
tGRADE 60 MIN. Fy= 60ksi]
MONO OR STEMWALL--1--1
co LI 1
25- MIN. LAP (30" MIN. LAP]
FOOTING MONO SHOWN
00
6 MIL VAPOR BARRIFPFA 111 t> A
I 1 0?
.7- 77 I�
FOR CLARITY
IT-
- I
CN ;2�
---- #5 REINFORCING BAR R 17/8"
#S LAP qPI 1(.F=
NOTE:
*FOR BEARING WALL 04 COMP. SOIL. (COMPACTED TO
W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
D1557)
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"
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"-, z 4. A GRADE
00
�El I I�ql F- I IEEI I IE:l
#5 REBAR w/ OPT.
1-1111 1=111 11 III -fill 1wil IP 11 M-L�11 Ittl I PSCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE r�L
SCALE: 3/4"=V-0" � S3
EXPANSION JOINT
SEE A/S3 OR J/S6
FOR REINF. INFO.
BLOCK WALL BEYOND
O.H.D. RECESS
3" MIN. CLEARANCE
GARAGE DOOR SLAB RECESS f i
SEE TYP. WALL SECTION FOR SCALE: N.T.S. '\,,,S3
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
P.T. 2x \
-01-011
CONCRETE NAILS W 1 1/2\
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#)
00
F-
DMI1111CM
1/2" GYP. BD.
,HOLD GYP. BD.
4 lelff rnr%#,A 01 AD
r1nKIf1DCTC CI AD
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-101"
36" MIN. LAP [36" MIN. LAP] X X / 7 1< X,�_
11-1 1 .1/ 11 1 `11, , I 1 10..
x
��#6 REINFORCING BAR #5 STD. 90 HOOK
SCALE: 3/4"=V-101"
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
1 Od NAILS
2x P.T. PLATE
SPACEANCHOR
BOLTS 6" MAX FROM
T
Uj END OF 2" x PLATE
U)
a. U.' M M��
j>
Uj
Uj MPH- Is
U)
(2) #5 CONT.- ''-=I
ON 3" CHAIRS
(TYP.) 8" V-4"
CC
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
"A
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS F�
WALL w/ UPLIFT rG
SCALE: N.T.S.
SCALE: 3/4"=1'-0" �3
EE PLAN
1 1/2" RECESS FOR 6 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 TRUSS TOP CHORD
FOR TRUSS
I
AT 24" O.C. MAX.
CONNECTION INFO
A
SEE PLAN FOR
& LAYOUT DESIGN
Cj31
4
TOP OF BEAM '4V
HTS20
SEE ROOF PLAN
FOR STRUCTURAL
0?
;--
m ci
(2)
t - - . E
BEAM SIZE &
('r)MM1:(`TIr)M INPO
..
ct!
Z<4 P.T.
PLATE
7/16"
O.S.B.
COLL
Cl)
2x4 #2 SYP P.T. FRAMING w/
SEE A/S3/J/S6
MIN 7/16" O.S.B. SHEATHING
U)
z
9
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
U-1
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
;>
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
Uj
COLUMN SIZE AND BASE
Uj
Uj
CONNECTION INFO.
SLAB STEP & RECESS (@ S.G.D. M
C/)
SCALE: 3/4"=V-0" S3
-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
W/ DRYWALL SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS ci
TO FOUNDATION PAD 9,-
-INSULATION PER CHART
z
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEE L--\
MAT REINFORCING.
ON FLOOR PLAN
SIZE VARIES PER PLAN
CONT. BEAD SEALANT
<
LU
w/ MIN. (2) #5 VERTICALS
00
GRADE
E
>
-.1
FILLED SOLID (SEE PLAN FOR
x 6 W1.4 x W1.4
LU
Uj
SIZE AND REINFORCEMENT)
U-1
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Z Uj 0
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BRICK PAVERS or SLAB PER
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IV -
a 11110 0 Lei 11L10
'�--FOOTING
-- BEYOND
PAD REINFORCEMEN L 3" MIN. CLEARANCE
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SEE SCHEDULE
PATIO COLUMN FTG. DETAIL �N
SCALE: N.T.S. \,,13�_
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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,
W
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Jj
(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 SIZE THREADED 3" DIA. EXTENSION
SEE PLAN FOR HEADER
CONNECTION SCREW OFF CAP (3" DIA.)
i
-----2x DEAD WOOD @ MID FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/81, 8"
7 5/81, 8"
—SOLID AREAS ARE
TONEAILS SPACED STEEL AND GROUT
EXTERIOR FACE OF BLOCK
DOUBLE 2x TOP EVENLY
PLATE WALL IS 1 1/2" MAXIMUM INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4" Ell
l
JK JR
0
52 J/
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIE6 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. � �4
12 SEE TYPICAL WALL SECTION
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
__j ---2x BLOCKING @ MID
POINT EVERY OTHE R
10d NAIL
STUD W/ (3) NAILLS,��1�1
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
L//r
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/ I - .
90A
STD. HOOK IN K.O. BLOCK 7
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
L
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\--ROOF TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
7 5/8" 8"
CL, F___1 5—mi DOOR OPENING
rm_� DOOR OPENING
TO DRAIN TTJ
INI
EXTERIOR
WALL
WALL CLEAN -OUT A� F1
SCALE: N.T.S.
1STCOURSE 2ND COURSE v 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW MASONRYLAYOUT
SCALE: N.T.S.
KNOCK -OUT —
BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
11,�
1
d
-
- I I In /.
8" STD. qd'HOOK J 8- -
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLANI
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
-
R
t
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL,
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL—�
>
P
j 0
FORM CREATES CONCRETE RECESS TO
2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
x6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
GARA
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
WI
, GARAGEFLOOR
TRAVEL DIRECTION OF / I
GARAGE DOOR __j Ilia/
MOUNTING BASE DETAIL
%00
SCALE: N.T.S.
SCALE: N.T.S.
'BOTTOM OF MOUNTING 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.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.0
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.1
TYPICAL GARAGE DOOR BUCK ( �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
V-4-
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
117 "Luu" "LLN
Q
JRE UIRED CONNE
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
�'�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL- rQ
SCALE: N.T.S. �4
3E
SIMPSON
SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
RECESS
LINTEL
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 WATE
RESISTIVE BARRIEZ"
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FB'LOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
LOCKING
uj
O/C FIELD
2x TOP PLATEJ
U)
V2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIERIGIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
LMAIN
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
-7
1
SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
F
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL----- H I
W/ STD. 90' HOOK IN K.O. BLOCK
MTM-
V_
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
i(
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
SPLICE -7 NAILS TOTAL) EA. SIDE OF
%Y�ZSPLICE STAGGERED
S
1 Od @ 8" O/C
ATTACH ALL
U
EXTERIOR ST DS
W/ (4) 16d TOENAILS
TO TOP PLATE
NOTE:
BOTTOM SPLIC "
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
�4
F= 2240 LBS
-
SIMPSON
P.T.
ATE
SP2
SIMPSON
FF
SIMPSON
spi
SIMPSON-
SP4
7.
i
'��10(
ST
J-1
M
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
E
\-NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
DN
IF_ I
2X8 P.T. BOTTOM PrTE
SIMPSON SIMPSON
SP4 SP2 i
I
k i,
I U 11.4
NAILED INTO
TRANSOM
FRAMING
SIMPSON
spi SIMPSON
SP4
ON
SIMPS1
SP4
5/8"x10" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
SIMPSON
SP4
10d NAILS
4"
2X8 P.T. BOTTOM
PLATE
5/8"x 10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/**"i
P4
2X TOP PLATE
OVERLAPPING
NAILS@6"
kGGERED
�OLTS @ 24" O.C.
UX
?-X P.T. PLATE
SCALE: N.T.S.
,, �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
33 (4565# S PF)
(5645# S PF)
(6970# SPF)
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ROOFTRUSSABOVE
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(2) 16d TOE NAILS
EA. BLOCKING
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ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
'4' O.C.
@2
-MASONRY WALL
10d NAILS @ 6" O.C.
@
STAGGERED A
A
ERED
0 V 0 TRANSOM FRAMING
N BEYOND.
A
-PLYWOOD FASTENED TO TRUSSES L
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
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1 10
& 8" O/C FIELD
e SIMPSON SP4w/(6) 10dx 1 12"
(USE SP6 FOR 2X6 WALL, USE
—PLYWOOD
SPS FOR 2x8 WALL) HEATHING
S
SIMPSON SP2 w/ (12) 10d NAILS MASONR
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-�-5/8"X10"J-BOLTS@24"O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY �R
SCALE: N.T.S.
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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---\\
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 1 O/S5 BACKNAIL wl (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAI L w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45*± X x x
45' SEESTRUCTURAL
NOTES AND NAILING
2x4 CROI 33BRACE SCHEDULEFOR �A 2x8 SYP#2 1" BRACE TO
1. SHEATHING DETAIL 2x4 KICKER I -"-
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)—\\
MAX. 9"
UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX, I"
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 10/S5
DETAIL I
MrrNUA. 8 FROM EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE
RIDGE FASTENED AT 1" BRACE TO EXTEND 2x4 CROSS BRACE — @ 8'-0- O/C. WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8"
EACH JOINT W/ (3) 1 Od Ir AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGEFASTENEDAT
& (2)10d TOE NAILS @ �-"L" BRACE TO EXTEND
LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB
EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE)
(2)10d TOENAILS@ EA. FROM LEDGER TO NAILS @ EA. END GABLE TRUSS
SILL 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL
7/16" OSB SHEATHING GYPSUM WALL BOARD /�1/2" CDX PLYWOOD OR
ATTACHED W/ 1 Od GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ��7/16" OSB SHEATHING
(2) 16d
NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF NAIL ATTACHED w/ 1 Od NAILS
AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM TRUSSES FROM EA.
CORD ATTACHED W/ (2) 16d TOENAILS END TYP. TOP & O.C. FIELD
OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES @ 6" O.C. EDGES AND 12"
1 OdX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD
3 1 1 1 U NA' �17 A\
I THROUGH CHORD HORD
M C SS EDGES AND 12" O.C. FIELD (2) 16d NAILS
INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL
2x4 "T" ON TOP OF PANE L BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 �ANEL BLOCKING @ 48" 0 r FORN 2x BLOCKING BLOCKING, FASTEN WITH
FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C
INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 0KT w/ 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. 1 IL 1-01, BLOCKING, FASTEN WITH
S I M PSON M ETA1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER T 0 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD
SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH - r4
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 SECTION 3� SECTION
WEB, USE MSTAM36 w/ (7) 0. C. MAX) w/ M IN. 4"
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �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. 9"
REFER TO DETAIL J
A.
AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
ON SHEET S5 FOR
C�!
rA
IF
IF >9" SEE 10/S5
X-BRACING, AND TOP
M
SEE STRUCTURAL---,,,_
CHORD BLOCKING
;o ;o
NOTES AND NAILING
x
INFORMATION
co
SCHEDULE FOR
4"—
SHEATHING DETAIL
BACKNAILW�y
Ill. 2'
(2) 16d NAILS
WOOD TRUSSES
00 00
2"x4" CROSS BRACE
APPROX. 8" FROM
2x4 RAT RUN BRACING
RIDGE FASTENED AT
1" BRACE TO EXTEND
AT 24" O.C. ON TOP OF
EACH JOINT w/ (3)
AT LEAST 90% OF WEB
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 /.z
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 ATTACH ED
SEE PLAN FOR
TO BLOCKING & (4)
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOE NAILS
CONNECTION
1/4"x2 3/4"
TITEN TO CMU
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. 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
L 2x4 BLOCKING W/
(2)12d TOENAILS
NON - LOAD BEARING
LOCATION �D
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8
SECTION K,
9
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-10" � �5
ADDITIONAL INFORMATION.
SCALE: N.T.S. ��5�
SCALE: N.T.S. '\ �5
1INIMUM 2x
;ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
TOENAIL)
(2) 16d NA
12"
,SH SCHEDULE
,TTACHMENT
? SYP BLK'G @ 16" O.0
I x 0.131"
AILS EA. SIDE
. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ri 0
SCALE: N.T.S. ��5�
1 GABLE TRUSS
S5
1" BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX.. AND LOCATION)
S5
S5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES 6" OVERLAP
'MINIMUM (2) 16d PER JOINT "-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rM
SCALE: N.T.S. � S5
"U' BRACE W/ 1Gd @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1 OKTA w/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
z
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\-BRACING w/(3) 10d x3"AT
EACH CONN. @ 24" O/C
—MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. " NON - LOAD
BEARING LOCATIO9(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- - T-101"
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIM PSON HGA1 OKT 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
NW6UN bFZW/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING—,--,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
10d NAILS @:)4�"
O.C. TYPICAL
GABLE TRUSS W B
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S. � �S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED ---16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL TT�- I
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL/"' 6
SCALE: N.T.S. � S5
[APHRAGM
r'Zv
BLOCKING @
�FC r
48" O/C _7;j
_GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE -j �
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
IN
M0
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MIM
cc
MW
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
@ 16"O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
LBOTTOM
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
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
Florda Building Code -
Residential
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the structural engineering portions of the drawing pages bearing
Engineers
signature and sea].
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DOOR JAMB (REFER
1x4 F 1/2" DRYWALL
DOOR JAMB (REFER
P.T.
P.T.
TO PRODUCT
TO PRODUCT
TO PRODUCT
APPROVAL FOR CONN.
4N.
APPROVAL FOR CONN.
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APPROVAL FOR CONN.
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L
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STAGGERED @ 16"
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2X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
1x8 P.T.
14"
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2" EDGE DIST. ATTACH
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
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3" DETAIL
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.
TO PRODUCT
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TO PRODUCT
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APPROVAL FOR CONN.
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�j 6"
APPROVAL FOR CONN.
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x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
TAPCON @ 16" O.C. &
L
END w/ MIN. 2" EDGE DIST.
D IST
FURRIN(
4" FROM EACH END w/
2x8 P.T.
W/
ATTACH SECOND PLY w/
L 2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 Odx3"
2x8
2x DETAIL
2 1/4"
DETAIL
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3-1/4" DETAIL
BUILDOUT @
OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
SCALE: N.T.S.
SS
2x8 P.T. BUCK -CONNECT TO BLOCK
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EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4)lOdNAILSINTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL i
SCALE: N.T.S.
�S
x 87
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
)T
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. &BUCK
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO
/4" MAX 7-10"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
1
8d NAILS @ 8 O.C. AT BUCK
2 x 8 VERT. Wif (2) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OFWN"��
BRACE EXCEEDS 24"
B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
)!OS
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)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
INSTALL WDW, SCREV�
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
B-B
SCALE: N.T.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.
SECTION
B-B
8"
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4'MAX. RAD.
EQUAL
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REB,
(TYP,)
STD. 90'
HOOK (I
MIL
A
±5
L NOTCH WEB AT
FIRST 2 COURSI
^,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 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
SEE
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE LL
(5) 12d NAILS SIMPSON
H2.5A W/ (10)
2X6 TO 2X4
8d NAILS
A L
L
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
or
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH -J
.
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
-0"
SCALE: 3/4" 1'
� �S
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.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
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
W W M AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
4" EXPANSION BOLT (2
�
I
WHERE THIS CONDITION
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
ANCHOR)
#5 CONT. TOP & MID
OCCURS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
6-0"
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
6-1,
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
OR —
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
I I F—=
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
7'�
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN.. LAP
A
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
04
7
A
V
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. (1-STORY)
(3) #5 REBAR. (2-STORY)
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY)
WITH MIN. 3" COVER EA. WAY
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
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
-'L—FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
*41%* DO NOT DO THIS
kR *41k*
41,#
YP.)
THE
�S
FILLED CELL INSTALLATION
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
#5 REBAR (TYP,)
0TD. 90- HOOK (TYP.)
SCALE: N.T.S.
2x SUB FASCIA
ALUM DRIP EDGE
BRG WALL TYPE ALUM FASCIA
PER PLAN
1-3/4" TRIM PAINTED
S NAIL w/ 5/16" HEAD
F CHANNEL,
DIA. @ 24" O.C.
FASTENED PER
NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT
CONT 2x4 NAILED TO CKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED —
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
PE
G WALL
PER PLAN
F CHANNE L
mT 9 1 mAii Pn "Tn
+
+
+
+
+
+ +
+
+ +
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
4
(2) 10d NAILS @ 8" O.C.
21y
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+
+
+ BLOCKING AS
REQUIREDTO
++
SUPPORTSOFFIT
�RU
DO
ly
SS AS
UBLE
SHOWN F'
2X4 SCABF
(2) '0, 1
To TRU
+
0
SEE ELEVATION
FOR OVER HANG
(MAX 4- 0")
SECTION @ ROOF EXTENS ON
- rM
I'
SCALE: 3/4" V-0"
SS
_qPP -qHPPT m Amn
SIMPSON HTT4w/(18) 10d x 1
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_
>_
z
U)
<
2
U_
0
LU
<
0
Cn
@ FIRST COURSE
2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
2�5-:
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" D.C. FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 1 Old
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
MET
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/411/2" SDS SCREWS
INTO BAND JOIST & (4) 114")Q 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING
EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
FILL 1 St 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1
112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.�
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
1 f-011 51-01'
ISH
pwahg�ait
I � . . . .. . .
4 01.
De -----#5 BAR
CENTERED W/
—IN TOP
=2=z=
01 1 .*. KNOCKOU C14
A T/
A CHAIR BLOCK
%
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
V.E
N FILL J .0, x.
CLEA - - - b
2�
k -
DIRT
rSUTANDAKRD
9 HOO 04
#5 BAR IN
FILLED CELL
V' %I - - -_ I . . �_ % V
STEMWALL FOOTING SIZE AND
REINF PERLAN AND STEMWALL
sk
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-0"
DK�
3TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 211)
#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
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
SAW CUT
SECTION
SCALE: N.T.S.
-C- C:)
�- 0
co
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To the best of the Engineers knowledge, information and Wief,
the structural
plans and spedfications 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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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED
w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB—,'
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
I
—
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
VVI i vv V� �l I I I I- v
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
S I M PSON 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.
_--z—WOOD TRUSS -j
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
WOOD
TRUSS
ROOF
SEE ""j
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
Ina
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER HIP
;RUSSES
1 00 G.T
SIDE OR BOTH IF REQ'D) C.
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
* * 2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d
COMMON TOENAILS TO TIE BEAM
CONT. AT--/ CONC.MASONRY
2X4
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SIMPSON LSTA18
w/ (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE:NTS
)IMPSON HUC410 w/
6d INTO HEADER & (
Od INTO BEAM - SEE
1OOF PLAN FOR MOI
NFO
(2) 2x8 #2 SYP w,
O.S.B. FLITCH PI
TOP@ TRUSSE
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
kSEE PLAN
FOR CANT
U(JILLIMIN bA,'3E 7/16" OSE3 FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
A7 SCHEDULE/PLAN
7/16" OSB FLITCH PI ATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BA!E�j
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULEIPLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT �A
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
5" PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE: NTS
SCALE: 3/4"=1'-0"
MIDDLE
BM. SPLICE OVER
CENTER OF POST
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
:1 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.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF
SCALE: NTS
1k VARIES 2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
ROOF SHEATHING SEE VS5 FOR
SEE PLAN FOR
ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON
8d NAILS AT VALLEY TRUSS
SP2 W/ (12) 1 Od NAILS AT TOP
NAILING SCHEDULE OUTLOOKER
4" O.C. INFO.
2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO.
16" O.C. W/ (4) 12d 2x BLOCKING BETWEEN STUDS
_AA_ _14A COMMON TRUSSES. ATTACHED PER
TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END EACH END (BETWEEN TRUSSES
MIN (2) 2x4l FOR CONNECTION SP1 W/ (10) 1 Od NAILS
STRUCTURAL SHEATHING
NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL
GABLE
ATTACHED PER NAILING LOW ROOF/WAL
BOTTOM CHORD PLATE MORE INFO. STUD)
TRUSS
SCHEDULE SHEATHING ATTACHE
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
ikVARIES SEE PLAN ___2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/
VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD
SIMPS N LSTA30 W/ SIMPSON MTS 12 W/ (14) 1 Od x
ROOF SLOPE (2) 16d NAILS TO
(22) 10d NAILS OR 1 1/2" NAILS TO BLOCKING
EACH COMMON
SIMPSON MTS12 W/ BELOW @ 16" O.C.
WOOD WALL—\
TRUSS/ FRAMING
OR TRUSS. '--2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TYP TOP & BOTTOM
SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <
NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. A
I - 'P /1\/\
PER NAILING SCHEDULE &
STUD TYP. T&B MASONRY WALL BELOW: SIMPSON PL W
OOD
(3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
OIL SEE P
TRUSS OR LAN FOR PLATE BELOW MASONRY WALL 4 4'-0" O.C, TO GABLE TRUSS
ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN ><
"""—MIN. 2X4 #2 SYP P.T. PLATE FLOOR GIRDER (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C.
16" FLOOR SYSTE7M/
TO GABLE TRUSS
W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T.
RAISED BOTTOM CHORD SEE PLAN
MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS 2nd FLOOR WALL w/
b V' MANUF. SPEC'S FOR
PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
INFO. A-� FOR CONNECTION 16d NAILS AT EACH END
SHEAR TRANSFER SECTION @ FLOOR CONNECTIONS TO G.T.
LU) SECTION AT HIP GABLE
_N ENTRY r8 r2 2
EXTERIOR. WALL SECTION ` CONNECTION SECTION @ BUMP OUTK'39
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 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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FOLD UP WEATHER
RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS
TEMPORARILY SECURE BARRIER WINDOW UNIT
WEATHER � DOOR ROUGH OPENING SLOPE
RESISITIVE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
BARRIER WOOD FRAME CONSTR.
06cm:30.5cm
include flashing as described in Section R703.4.
TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. '
SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING
3 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND
WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL BRAND OR EQUAL WEATHER EXTERIOR
2 � PROOF CAULKING CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
�- WEATHER O SELF ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.
RESISITIVE
z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
SELF -ADHERED FLASHING (SEE DETAIL WP07) � � - - - .. PP pP 9 p pphorizontally,
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
HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
1. Cut, fold up & temporarily secure weather RIM JOIST
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for
flashing installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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
AND WATERPROOFING METHODS TO weather resistive barrier sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
BE USED. 3. Fold weather resistive barrier back over head 2 2 20 Alll individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing installed in
flashing and seal with tape Y p Y Y p P p Y 9
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW In
EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER so
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
substantially nonwater-absorbing layer or designed drainage space.
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE
EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE
,► ADHESIVE TO BE APPLIED UNDER 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
3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW g 9 pP
12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (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
EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
LETTER ON CHEMICAL O RELEASE PAPER
WINDOW COMPATIBILITY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
FASTENER 1) SEALANT AT SELF -ADHERED FLASHING 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
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
4) SEALANT JOINT WINDOW BUCKTO ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
OUTSIDE EDGE OF MASONRY VERTICALLY FROM
WINDOW BUCK e 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
2) SEALANT JOINT THRESHOLD shall be installed at the following locations:
5) SEALANT FROM INSIDE EDGE OF z 3
WINDOW FRAME WINDOW BUCK SECTION -A (SEE DETAIL WP02) �J
ACROSS WINDOW BUCK 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
AND EXTEND TO WINDOW FRAME finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanical) attached flexible flashin s
MASONRY PER CODED SELF -ADHERED FLASHING O q 9 Y 9
6) TOOLED SEALANT REQUIREMENTS • 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
BEAD BRIDGING following:
CLADDING AND WINDOW z 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
FRAME SELF -ADHERED FLASHING 9
3) SEALANT WINDOW FRAME T NAILING FLANGE manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing Instructions or details are
WINDOW BUCK ALL THE WAY 1 O 4 g
AROUND, INCLUDING SILL. not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
SEAL TOPS OF JOISTS 1 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
DO NOT FLASH OVER UNDER DECKING p q
BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional.
SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK i INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
FENESTRATION INSTALLATION AND INTERFACE 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
7.7.At built-in gutters.
Water Resistant Barrier
JAMB, SILL AND HEAD DETAIL Lath
APPROVED SHEATHING
RAP SELF-APATCHDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVEDHOTR TRACK
FLASHING AND WATERPROOFING METHODS TO BE USED.
STRUCTALATH TWIN TRACK 2.5 Stucco
3/4" CEMENT PLASTER ° d a �N
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE DOUBLE
"v" SEALANT SOCKET WITH JOIST ° ° 7/8" Cement Plaster
TOOLED APPROVED SEALANT SINGLE WOOD BEAM
JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° in accordance with 7/8" Cement Plaster
ASTMC926 in accordance with
SELF -ADHERED FLASHING 1 a d ASTMC926
Felt backed metal
3" MIN 2 ° x r� lathe in accordance Felt backed metal
SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance
FLASHING FLASHING O I . I I . . Z with ASTMC1063
2 5 Building Paper
' 7/16" O.S.B. Building Paper
SCS 06sheathing WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING . • sheathing _ sO.S.B.
EXTRUDED SHOULDER DECK JOIST ' OUTSIDE CORNER , FOUNDATION WEEP SCREED ' Metal sheathing
Flashing
Weep Screed
SELF -ADHERED FLASHING 2x FRAMEWALL installed As Per
% � Manufact. Specs.
l
STRIP OF SAF LEGEND Maintain Stampede or similar
PRODUCTS DETAILS TILE FINISH I SELF ADHERED FLASHING (SAF) o Bottom of cauk bottom
LU DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wee Screed
w / BARRIER (WRB) P joint only
> BOND BREAK WEATHER RESISTANT BARRIER
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO - 1 1/2" to 2"
1/2° DUROCK v� � ;' BOND BREAK WRB SELF FURRING (SF) LATH �'\/�,/�� Above ROOF Weep Screed
PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q PLASTER ACCESSORY Sheathing Installed As Per
� � I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS :�1\-��\��
Manufact. Specs.
V-4" PER PLAN z %
Detail Instructions 1'-0" PER PLAN ; I I WRAP DP WRB ONTO
Refer to the number marked as f #O THE VERTICAL 1/2 Cementitious in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish
numbered items in the list of instructions below: i FLANGE AS AN AIR in accordance
V BARRIER with ASTMC926 °
SLOPE •o•�•�•o All inside and
1. Install self -adhered flashing in order as shown by numbers 8"CMU 3-1/2" INCH FLANGE over wood 2nd
outside corner will
2. Install flashing and weather resistive barrier to form water shedding ° _ floor ���'�•o, need to be miter
laps 4" OR 8" CMU ° ; - _ _ _ = - ° 0�0, •L cut and caulked all
3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) • c,• o . butt'oints need to
g g p p Z Z �'%/ ✓✓/ STRUCTURAL FRAMING
4. Split the release paper using the ripcord (Split release on demand, g _ ! I I �'°®a •4'�• • becaulked using
a a FILL WITH GROUT 8 ? STRUCTURAL SHEATHING o 0
embedded in the adhesive layer) - for ease of installation and to ° X I Stampede or Sim.
THIS GAP IS A RESULT OF
minimize scoring cuts ° ° ° LU LU PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all
5. Remove all release paper per standard installation instructions and °° CO►- (n DO NOT SEAL.
CONTINUOUS BACKER DRAINAGE PLANE WRB
=
adhere to substrate using a square piece of flashing material (6" X 6" ° U ROD & SEALANT DRIP SCREED PLASTIC
Minimum) SLOPED MUD BED ° ° 2LU
ACCESSORY I BOND BREAK WRB
6. Fold as shown by arrows ° ° ¢ W SF LATH
7. Angle of corner may vary, adjust folding of the flashing accordingly to a (wig 3: il>
fit tight to corner VINYL SHOWER PAN o A \ II I Note:
8. Mechanically fasten as necessary H=J
I�' The building paper and metal lath must be
SCOPE e - ,
° NEIo Cement installed over the top of the weep screed.
H" PLASTER STOP A Plaster
<7 � CONTINUOUS BACKER ROD
over block
a a & SEALANT 1 st floor
4
CEMENTITIOUS FINISH
SHOWER SEAT SOFFIT/CANTILEVER WEEP SCREED DETAIL
SCALE: NOT TO SCALE
(ASSEMBLED NANDOW )
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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Mounting Brackets (10 Gauge�
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Bolts
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Back Cross Support Into A/C Unit Bottom Side
(Typical- 3 each side for hurricane use)
Washers /
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Florida Departrinent of Business & Professional Regulation
Peas I of 1
Building Codes and Standards
Product Approval Application Detail
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Entity or
W 211111
Dato Plindria
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12M&2020 1 V1 0020
1212&2(120
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caregw. sm�twal Components
(577) 441-6368 PE-7377s (334) 300-1800
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FL*682bMPN,k,t,
Pr.ferawal Englineff
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Quality Assurwar
Product Description Lam
Araphisilol ADWOY@d
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for use
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Moda #1540-510
Dual F.-hon Flood and Wintil Vent 1213V2023
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Due[ Fundlon Flood and Vnfliofion Vent ininm
yes,
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169plud; Garage Door Flood Vent 12131/2023
y
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Smarhi.'t Modal 01540,570
Aided Will Insulated Flood Vent 12131 12
yes
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NIA
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amarivarit Modkil C540-574
'2023
14,511quot Giurage Door Flood Vant 2/31 023
y .
yes
NJA
RIA
Florida Department of Business & Professional Regulation
Budding Codes and Standards
Product Approval Application Detail
Pawl (I
ltl4rMl
P N''
R
V N WN M. R I W-S 15 00- j - W-1 W 6,
A
W&W IS 0061 "S �1%WKSAOM" - "00_11; 8- 0.�
Italy or 1190 porldno 20
lxm version Mariuractuter Conrad Enaln- & U- Vallijahad BV Validated submitted FM Amerevial A-i-d atatia,
R-sion 2020 or ... I Most,, 1. Jilax,r) Shu., Zachary R Frost I-dek. Bvd. R E 051lWn20 OMSM20 08120no2o 10/13,2020 Approved
category: R.0fing 502130� 1511 PE-74021 (334, 300-1800
SubCategorr. Metal Floating
compliance Method: Eval.1,11101 Report tom a
Florida Real A�hlect or, Upereedi Florida
Z__. Engines,
Futuar"arnidupts
Wall Assurance Anprovild for Use AWroWd for Use Ini ceston
It" Prodlud Description top Data In HIM Cut" KMM Resistant Pressure
1 DMC 100N& OWC 150,SS DMC 175.5, OMC 20-S, 12`3112025 yes No WA '0�180
DMC 5V
Florida Department of Businiii Professional Regulation
Pail. 2,0 4
Building Codes and Standards
'Mr,022
Product Approval Application Detail
2W
Emtw at 21111
20 Daft Perdints
Type
Version Manufacturer
contact Enoinear & License Validated By Validated
Subm ithad FBC Approval
Approved Status
RevtSW
2020 Therme-Tru Corp., an
Steve Jasperson Lyndon F Schmidt, P E Ryan J King, P E 04tl5(2021
IMIM20 0412YM21
0508,12OZ App-ed
Ca"M: Exterior D�rs
(81)D) 843'7828 P5-43409 (813)767-65�
SulaCartilgorI,r. Swinging Exterior Door Alesenril
j..pn@flharr-bu
Corriphance, Method: Evalmb Rprtfrom e
nri
Florida Registered Amhftect or a Licensed Florida
Engineer
FLA294611-R6
Products
Design
Numba tar Name
Qualfty Assurance Approy4difort)"
Product0escricidon contract Exalrabor Date in
HVHZ
AlagrovildforU
Outside HVHZ Resistant
tmom
Presirure
.,!;!�!L
4w-Clatuil. and S-th.Ste,
Nominal I)M39�,8 kluo�lmpeuct" Opaque 112131=
NO
yes
Yee NIA
C.mpxi�t. Edge Fiberglass Striglis Door
(I rtivro'Outinuing: X
2
b. The-Ti, Filber-Ci2saic and Srrxsolth�Star
Nominal WM,8 &qUotmVaCt&qUl0t; Opaque 12J31=22
Nd
yes
yes. NIA
Composite Edge Fiberglass Single Door with
adoese(s) (In-ril/Out5wng. XO, OX. OXO
config,raiions)
3
c. Therma-Tru Fiber -Classic and Smooth -Star
Nominal 6&M,8 "1mpact", Opaque 121$1rAW
"a
yes
Y" NIA
Composite Edge Fiberglass Double Door win or
�vitlnout Sidel't"s (InnswinglOutywing: )O� ipr OXKO
4
d Thentia-Tru Filber-Classic and Smocth-Star
configurations)
Nominal 8&(MO "1nVaCAquot: Opaque 1126112022
No
Yes
Yes NIA
Composite Edge Fiberglass Sinus Door
(InsWrig/Outswing, X configunatioln)
5
e, Therma.-Tru FitierCliisslp and Smooth-Ster
Nominal BSIII39,0 "tmspacI&quxst; Opaque l2t31=22
N10
yes
yes WA
Composite Edge F1 beglaass Single Door with
Sidailbs(.) 0-winglou4sAng: XO OX or OXO
-figurialbrui)
6
f 71himma-Tru Flbet-Clasaic and SmoxnIn-Star
Nominal 8&MO iLquipt;mrspactIquot: Opaque
12J31=2
140
yets
Yes
NIA
Composite Edge Fiberglass Double Door with at
without Sidelita" (Inst-WOutswing; XX or OXXO
configuriltorIS)
7
g Thermai Fiber-Classlo and Smootti-Star
Nominal 6',8 "trnpact&qWt, Gazed
1213112=
No
yes
yes
N/A
Composite Edge Fiberglass; SrQle Door
X ""figimebon)
8
h Thamna-Tm Fiber-Clit"o and Smooth -Star
Nommull 68039,8 &qu-114ZISquat Glued
12131=
No
yes
yes
NIA
Composite Edge R barglass SrQle Door with
Sidelti onswrigOtnswrig, XO, OX. OXO
conf,giunsihons)
9
1 Therma-Tru F,lb-Classic and Snvooth-Star
Nominal 6&M;8 &quorInVact&qwt Glazed
IMI=
No
Yes
Y-
N/A
Composite Edge Fiberglass Double Doorwth or
w0out Sidelibn onemraloulswing: )0( a 0)0(0
configuralions)
io
j Thermui F)bsf-4assip and! Smdoth-Sl.,
Nominal M#390 "lnvact9quot, Glazed
12131r=
No
yes
y"
NIA
C-posite Edge Fiberglass Single Door
(Inimving/0"di X mrifig.ratim)
11
k. Therma-Trut Flosr.Cliassic and Smixoth-Ster
Nomln21BBO illoutitimpauctilquot, Glazed
l2r311=
No
yes
yes.
NIA
Composite Edge Fiberglass Sk1gle Door with
adelte(s) ontswrig/Outtesing, XO. OXior OXO
config"'nallQns)
12
1 Tharnnri-T� Filbt-C.1 .. Ic and Smooth�Star
Nominal SM3eO I!,quotirripactlill Glazeal
120V2022
No
yiss
yes.
NIA
CompoGite Edge Fiberglass Double Door with or
without Sidelites (IndswingiNtsmg: )O(� 0)0(0
confg.rartions)
13
m. Thishma-Tw Filber-Ciassic and Smxpoth-Star
Nominal S&M,8 "lrnipact". Glued Molded
IV31=
No
yaa
yes
NIA
Open Composite Edge Fiberglass Single Door
onswurgifoutsiurv, X-figunation)
14
n Therma-Tru Fiber -Classic and Snrxxoth�St2r
Nomtn2l6&X39,8 &qu0VrnpaiCt&qupt, Glued Molded
12/31/=
No
yes
yes
WA
Open Gorripsil. Edge Fiberglass Single Docir with
Gl�d k Ided Opens[ elfte(s) (I nswin/OutsWrig,
rations)
XO OX!aXopprifilud
15
o Themnei Fiber-C42"le and Smooth-Stor
Nominal 68,43RA &qurl rnpactill Glued Molded
l2r3112022
No
yes
yes
WA
Open C;omposiie Edge Rberglass Double Door with
� without Glazed Molded Open Solahtes
(I n"nVOutswing, XX or OXXO vorifig.raborts)
16
F, Themse-Tru F,lber-Classic and Smnoth-Star
Nominal S&a3B8 &q..t;l mp-taquot opaque
12t3lr=
No
yes
Yes
WA
Composite Edge Fi bergliess Single Door with Molded
Open Sidelibi (inwrigioutswing, XO OX or OXO
corfigt.mirrors)
17
q Thentria-TruRber-Classic and Stirpioth-Star
Nominal M#39I8 &qvot%1rr;:upt" Opaque
121311=
No
Yea
yes
NIA
Composite Edge Fi berglass Double Door with or
Wth..Gi..d M.holad Open Sid.lite.
(Inswng�Outswirig XX or OXXO configuratiors)
Florida Department of Business & Professional Regulation
Paw I I
Building Codes and Standards
Product Approval Application Detail
um
91111LIZ
20 2111 Date Pancirs,
292
mm y"on marutdocturer
Contaot EntainserALIceras
Validaled D; valldow aulardeod Fl Adarpyal
Approved KiIIIA
R.IAW 2D20 POT Indii.H.
Jam, R-ald W-4-Dide SCCO - CER
Mlarni-Dede SCCO - VAL 11/19/ZD20 1026`2020
11/247020 Approved
category; Fiiteilor Dooss;
(94I)48&0IG0
17815) 315-2590
SuliCalsil-sr, Sliorng Exterior Door Assimilbi.,
Jr:oviikl@pgtm4JsWeSC
Complarse: Mathad; Ctimilcistion Mark or Uelfrit;
FLAMA33forolluall
QuaillvAssurratio Adorovild! for Use AporoM for Use
Inspart 211:91111
Names
Product Ducrib.,
"'De" h,jivHz DAid, HVKZ
Resistant P,,,,,
'�xmbarjar
9 "osliefrinpa.)
Wvl Sloane Glassi Door
UVW2021 vs. Y.,
Y. N)A
January 27, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infbirmation and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying fbr a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Expl. Date
1. EXTERIOR DOORS
IFiber-Classic
A. SWINGING
Therm aTru
and Smooth -Star (NONAMPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
The rm a Tru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
M1 Windows and Doors
Series 420
F Ll 5332.1 - FL1 5332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+ 38.7/-38.7 psf
4/14/2026
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
F L8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
F LB248.1 1
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
NIA
7/3012025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/16/2024
C. FIXED
MI Windows and Doors
Series 185
F L1 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
F L243.5
N/A
4/3012025
D . MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12/31/2024
PGT
Series 5500
F L26 1.1
NIA
5/2612026
E . OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
F Ll 3192.1 - FL1 3192.2
A. SIDING
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/3Q12023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328
NIA
6/2912023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/3112024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFINGTILES
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 15OSS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/_180
12131/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
F Ll 5076.1 - FL15076.2
NIA
12/3112022
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Ile
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F L1 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
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels,
FL158.1
NIA
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F L1 774
NIA
5/2512024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following intbrm ation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Business& Professional Regulation Pagel .13
Building Codes and Standards 10022
Product Approval Application Deta it
0,
921111
Do 2a
Datin Perot no
im version
Manufacture
co & Ucense Yaloatect
Validated 80111111ted
FBC Awroval
Aparoved
Am
Revision 2020
Therma-Tru Cofpcirattxn
Steve Jasperson Lyndon F. Schirri P E. Ryan I King, P.E.
070020 o7/i=20
0712WMO
10fl&W20 Approved
Category Exterior Doors
(SOD) 843-7528 PEA3409 (813) 767-65515
Subcategory. Swinging Fxbencir Door Assemblies
Josponsonath.mrart'.
Compliance Meithod: E,,aluaton Report from a
M
F drida Registered Architect a a Licensed Fiord.
PLAW4704a
Professional Engineer
Prod
Said 0
Nurn bar or Name
Product Derserlottals
Approved for Use
ContractExoinatloth 2all, IN "vHZ outside HvHZ
1, cuct
Resistant
pres"M
1
_T ber,-Claissio and Smooth -star
T=�_14F'
Nominal W30.8 ildi Implacti6quip; Opequt,
I nI f2022
Y_
Yea
yes
NIA
CQmPo,dIo Edge Fibarglase single Dwr
(I mexingfoullsving; X config.rat-)
2
b Thenrita-Trii Filber-Classic and Smoordh-Star
Nominal W39.8 &quc;rinnpact&qucL Opaque
126112=
Yea
Yars
yes
NIA
Ciournposte Edge Fiberglass Single Dorwith
3dei OnsimmWOutswing: XO, OX or OXO
configurations)
3
0 Thismna-Tru Fiber-Clalisc and Strippoth-Sta,
Nominal 6,6 "lnmct&quoi. Opaq-
12J31=
ye.
Yess
Yes
WA
Composite Edge Fiberglass Double Door Wth or
w"Out Sidalft" XX or CXXO
configurations)
4
d Thentra-Tru RW.C[assic and S-th-Swr
Nomlmll 8&439ro &quc0mp2ct&qUot; Opaque
12/3112022
Y"
Yes
yes
NfA
CcmPosde Edge Fiberglass Single Door
0 nisvin;l/Oultswing; X configuration)
5
is� Therima-Tru Fiber.Cliiuisix, and Smoatf-St.,
N
CompositeEdg Fiberglass Single Dcsorwith
Sidelidi (I:LenWObamg: XO, OX or OXO
configureficne)
6
f Thermus-Tw FilbetZlii and Sirrooth-St.,
Nominal M039,0 "Irnipact" Opaquis
12J31r2Q22
yes
Yes,
yes
NfA
Composite Edge Fiberglass Double Docr With or
without So"ites (InewinguOutseming, U or OXKO
configure"")
T
9 Therme-Tru Fiber-Clas.ic and S-th-St.,
Nominal S&;r3B8 &quct;lmpgct" Glazed
l2f311=
yes
Yeii
yes
NfA
Composite Edge Fiblaglasts Single Door
flnulvong/Out5wing; X configufalion)
a
h. Thentria-Tru Fiber-Classc and Smixoth-Stait
Nominal Mili fliquotImpactliquat; Glazed
1213112M
yes
Y-
yes
WA
Composite Edge Fiberglass emol. Door with
Sidelt&�s) Onowmg,Outswing; XC, OX or QXO
conficuratior's)
0
1 Thermil-T,u Fitax-Classic and Smoorth-Star
Nominal dilulf3e.8 &quo%t.Impaou&quoI, Glazed
12131=
yes
Yes
yes
NIA
Composite Edge Fiberglass Double Occr win or
vAthout Sloeirres (NaWng/Outswing, XX or OXXO
configurations)
10
j� Ther�Tru Fiber -Classic and Smooth -Sur
Nominal 8&MD 8quotImpactil,quot Glued
12t3l=2
Yes
Yes
yas
NIA
Composite Edge Fiberglass Single Door
(Inemingfourawir'g; X
11
1, Th-ma-Tru Fibec-Claselc and Srnoot!�Sla,
Nominal 8&*W.0 i3quotimpactilquot Glazed
1 2J3112022
Y..
yes.
yes
NIA
Composite Edge Fiberglass Smells Door witin
Sidelke(s) (InswinglVittiniung. XO, OX or OXO
configuraritionel
12
1, Therninvi Fiber-ClativiQ and Srsdoith-Star
NQnmn%I 8W9;Q &q%x;�lmpact" Glued
12`31 1=
yes
Yale
yes
WA
Composite Edge F bargiass Do� ble Dixpr with or
without Skelites (IrevoinglOutevIng, M or 0)0(0
configurations)
13
rn Thenina,Tru I'llper-Classic and Stroxith-star
Nominal 6&939,6 "lMpact&qu0t Opaque
I Z(3112022
Yes
Yes
yes
WA
Composite Edge Fiberglass single Doxr Win
&quct;Npin_IffpacAquot; Sid &1*9)
(In"Woutswmil XO� OX or OXG configurations)
14
n Thermul-T. RW.Classlo and Srr�.Sftir
Nominal 6&*3eg "i-pects"I"I't Opaq-
12131f=
yes
yes
yes
NfA
Composite Edge Fiberglass Dou ble, Door Ith
"N�Irripauct&QUot: Sidalites(In�oWOutswinig;
OXXO configuration)
15
o Thernisti-Tru R and SimothSt�
Nominal W39 0 Squatfirriplactiiquot Opaqua,
12131 f2O22
y
Yea
YM
WA
Composite Edge Fiberglass Single Ocior with
&q-ot;NonInnpaict&qu.t� Sidol*s)
onswonwoutawng; XO' OX or OXOcorifigurations)
16
P TheinlinaJAI R beir-Cessic and Smopth,Str
Nominal 8Ƈ,0 &quxstIrn;pa1t&qu11t Opaque,
12J31 r=
yes
yes.
yes
WA
Composite Edge Fiberglass Dwbie Door with
&qucn;NoNIrnpad" Sideftes(insiving/CutsWrig;
OXX corf'Qurationj
17
q Them-mi-Tru Fiber-Cla-c and Smooth -St.,
Nom�.16'8&quatNon-ImpodgquaL Opaque
1 Z'31 r2O22
Yxis
Y..
No
WA
Composite Edge Fiberglass Single Door
(l.swurg/Cutswrill; X configuration)
is
r Thetrre-Tw Fiber�Clssaxc and Sn-coth-Sta,
Nominal 8e.8 kutitNon-ImpactSiquot, Opaque
12131reM
Yes
Y"
No
WA
Composite Edge Fiberglass Single Door with
sdelte(s) (InavringfoutaArg, Xa. OX . OX0
configurations)
19
- Themna-Tru Flw�Clixssx, and Sirroatth-Star
NomtnalG',8&quo�Non-impact" opaque
Inl/2022
yes
Yes
No
NIA
Composite Edge Fiberglass Double Door wini or
without Sidelites (InswingiOutswing, XX or OXXO
catifig.rab.ins)
20
t Thermat-Tru Ficer-Cia-ic and Smooth -Star
Nominal 8':0 &quxst,Non-lmpsctkuct Opaque
121311=
yes
Y�
No
N/A
C"'P-site Edge F ti-rglatue Single D
(InswingfOutswn; X configuration)
21
u. Thenmat-Tru Rber-Clusc and Snpxpth�Starr
Nominal 8'0 ".Non-Impa;Aquc4� Opaque
12J311=
Yes
Yes
No
NIA
Composite Edge Fiberglass Single Oxxor with
Sidelk"(s) (InswinglOutswrg. XO, OX or OXO
confiatinationsi
22
The- T. Fik-Clasi.. and S-th-Sla,
N-ral 8&039�O &qu.uN 1,,V.pt&,uot; 0,-
12r3ll=
yes
yes
N.
NIA
Composite EdSe FI bergl2s, Double Door with or
without Sidelftes OnswinglCkiteving; XX or OXXO
configurations)
23
w Thwnrxa-T� Filtial-Clessic and Srnooth.$tar
Nominal WM8 iiquotNor, Impact8quot; Glued
112tilll=
yes
yes
No
WA
Composts Edge R bergliess, Single Door
(I nwri2iOutswrig, X configuration)
24
x. Themna-Tru Ftber-Classic and Sirrooth-Star
Nommal 6&#W.8 iliquothipm-Irripactftuot; Glazed
121311=
Y"
yes
NO
WA
Composite Edge Fiberglass Shglle Door with
Sidelke(s) (Inieving/Outsoing, XO, OX a OXO
configurations)
25
y. Therme-T. Fiber-Cassic and Smoath-stgr
Nominal 8&039 'a &q.QtNI0n-1mpQ,,t&q..I; Glued
1221=
Yies
yes
Nb
NIA
Composite Edge Fiberglass Double Door Win or
without Side[- (IntswingfOutswing; XX a OXXO
conl9guratons)
26
1� The-Jru FIber-Claidscrild Smoisth-Stal
Nominal 8&*39;0 "Nor, unpacti1quell; Gazed
12/31/M22
yes
yes
No
WA
C,ompositis Edge FIbleglaa, Single Door
(I nwrig/out5wing, X configurstuar)
27
zra Therma-Tru Fiber Classic and Srnocth�Sbr
Nominal S&Mo 8qu0t;Nxm ImpaptAquot; Glazed
1213112022
Yes
yes;
No
NJA
Oorrt Edge Fibergles. S"lis Doxi, with
S,dete(s) linswrigilCutsvimg, XO OX or OXO
configurations)
28
zb, TI-erma-Tru Fla-Classo and Smooth-Ster
Nominal B&A390 3quothim-firripactilquot, Glued
1213112022
Y_
Yes
No
NfA
CompositerEdge Fiberglasal Double Dporwt or
without Sidelites )0(or O)C(O
configurations)
Florida Depertirrient of Business & professional Ragulation Page I of 2
Building Codes and Standards 16-mi
Product Approval Application Detail
.ClIft
Emity or
2ft DIU
Care Flesidnei Das
DEM Vai
mantafacaurer
Emaneer& U-,, va""", 01
vAhd" Subrilithid
FBCA-,,W AD=wd Stalus
Revi- 2(120
MI WndOiiins and Doors
Sr" Shinger Luis Roberto Lomas Stmn R Ur, 1.
IOMEV2020 1war2020
10PI912620 12n5w2o Appicvad
Category, Exterior Doors
(7171 30-33M PE-02514 1717) 317-8454
31lbCatilieli Siding Exterior Door Anerriblei,
tasiflirgeonni-d.com
Cornpilance Method E"luallon Report tom a
Forlds Registered Anddairt - Licensed! Florida
F415332411froduels
Pnorissixim.1 Engineer
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PoNuot 0 oft, Nurib a or Name
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Produkl Desorrill
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SERIES 420ALUMINUM SGD
SERIES 42a ALUMINUMSGD OXO 12,SI/2024
No
Y. No N/A
145, "I"quot�xW&quol: NON -REINFORCED
2
SERIES 420ALUMlNUM SGO
SERIES 4.20 ALUMINUM $Go OX XO,XX I M112024
No
yas No NIA
96Lquo1Ac&qt NON-RIENFORCED
3
SERIES 420 AILLMINUM SGO REINFORCED
SERIES 420 ALUMINUMSGD REINFORCED DXO 12/3112G24
No
No NA
145.314&q.cI.96&q..t.
4
SERIES 420ALUMINUM SW REINFORCED
SERIES 420 ALUMINUM SOD REINFORCED OX 1WI12024
No
Y� No WA
Xo.XX96"upt:x9"quot.
5
SERIES 420ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM $Go REINFORCED 12,3112024
No
No NIA
143&quo1.,96&q.pt,
Florida Departivent of Business & Professional Regulation P� I a 2
Building Codes and Standards I&M21
Product Approval Application Detail
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20 2"
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Gained
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RVASIM 2D20 W.W.Dt... division of ovemis'd Door
U-P. Kornimh J ohn E Spat.
Affray � Ani- P E 10/1 212D20 09r2WM20
1M312020 12A512020 Apploved
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(310) 763-6121 PE-51737
(904) 821-5200
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Florida Departniont of Business & Professional Regularton Fast 1 V I
Suildrig Codes and Standards 1,i5=1
Product Approval Application Detail
Pak 20 cars pondrin Date
Zia vacation Manufacturer Carew Emil-ar & U-, Ve'dab" Valloated subsonted Fac Adonoiall A,-,,d Rau
Revision 2020 Comes DlvMw of AADG. linx, Torn Raney UL LLC Troy Bishop. RE i 2m at= IW112020 1212112020 Appx_d
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Building Codes and Standards 1 W021
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Category. Ectal Doors,
(800) 543-7628 PGA3409 (813) 787Z655
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Product Mcdol. Number or Name
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Product Description Contract Expiration Date
Apofa%edforLfte AporovedfibrUse
in HVIMZ
outside MVHZ
Impact
Reshingint
Deslan
Pressure
I
a Therme-Tru Fiber-Clatil and Sinood -Star
Nominal6kiluill ftwitNon4ripact8cludit Opaque
1213112M
No
Yes
No
NIA
Components Edge Fiberglass Single Dow
(I risvengiOuttleving; X configunation)
2
b. Themnal Flieser-Clatial. add Smaoth-St.,
Nominal StirStill &qucCNon-iffipact&quat Opaque
12ti
No
Yes
No
N)A
Composite Edge Fiberglass Single Door with
Sickelite(s) (InsvitinglOutinving; XO, OX or OX0
ocinfis.mil ... )
3
a Thermill Flicer.Cluse and Smadithi
Nominal Elul Squalltion-Impaclaquot Opal
l2ti
No
Y"
No
NJA
Fiberglass Composite Edge Double Owl ilift a
Wthout Scotian (InsivilingtOutiamlig:)C(�O)OW
configurations)
4
d. Therinnes-T. Fitsir-Classo and Smooth -Star
Nominal 7&M.0 liliquotNon-Imp"quot Opaque
Imlfm
No
Yale
11`10
MIA
Composite Edge Fiberglass Single Coor
(I nuinvIng/Outsviling; X configuratiol
5
a Thermal Flow-Clatill and Smooth -Star
Nominal 7SINI liquotNon-ImpasolSiciplort; Opaque
12ti
No
yeas
No
hill
Composite Edge Fiberglass Single Door with
Sidelital (IminsinglOudsviling: XO. OX a OXiO
6
t Theirmal Rtsw-Classic mid SiTiolith-Star
Nornhal SiSgil &quetNo�impact&quct Opaque
12131/=
No
Yes
No
MIA
Composite Edge Illbeinglasis Single Door
X Configuration)
7
g. Thermal Fibet-Clnsi. add Smooth -Star
Nodusial 88111111 &q,ictNon1ndpo0Aqul Opaque
12/311=
No
Yes
No
MIA
Composite Edge Ftbwglau Single Door wth
Sidefite(s) (InsWrig/Otevol AD, OX u QXO
configundicins)
8
1 Thermal Fiber-Clandc and Smooth-Ster
Nomnal B&M;O "Non-I inpacifiquot; Opaque
12131111
No
Yes
P40
hill
COmposille Edge Rbwglm Double Door vi or
Wei Sidelfters (I n svilingiOlAoMmg; XX or OXXO
configuFations)
9
L Therma-Tru Fiber�Claasiv aid Snawth-Sair
Nominal 6901 itiquottilon-Impactiliquot, Glazed
12131 t=
No
yes
No
WA
Composite Edge Fibergi� Single Door
(Insiviarg/Outswing; X configuration)
10
J_ Therme-Tru Fiber-Classhic and Smooth-Slar
Nomhal WAI SquotNon-Impactiliquot, Giusti
12/31 f2O22
NO
Yes
No
NIA
Composite Edge FlbeMim Strig al Door Went
Sidelfte,$) (Imeningroutwi X0, OX " OxO
configuFations)
11
k Therma-Tru Filiter-Classic and Sninsinath-Star
Nominal 0039:8 8quatilikin4ninpactill Glazed
12f311=
No
Yes
No
MIA
Composite Edge Fiberglass Double Door vAth or
vilithW Sidelftes (Insivingloutaning. XX or CXXO
comlIgurations)
12
L Thermul Fiber -Classic and Smicath-Star
Nominal 7&#U;0"NohImpscl Glazed
125ir=
No
yes
NO
MIA
Gornpoodis Edge Fjbwgl� Single Door
InsevengtOutsviring; X configuration)
13
m. Tharl Fib—Clai end Shroatth-Stair
Norl 78ifil aquorN.-Impectiliquot- GWed
I2)31rZ=
No
Yes
No
NiA
C_pI Edge Fiberglass Single Door with
Sidelitill OnlovingifOunbeiii XO, OX or OXO
configurations)
14
1 Thermal Fiber -Classic and Smooth.Star
Norrunal II&I 8quittlion-Impactliquot; Glazed
1211
No
yes
NO
MIA
Composite Edge I'llsesiglacial Single Door
(mintiffig(Outsvidrig, X configuration)
15
o. Themnal Fiber -Clans; and Smocith-Stair
Normal 8&039:0 4quoithlon-I mpasolliquot Glazed
12il
NO
Yed,
No
N/A
Composite Edov Fiberglass, Single Door iiiii
Sidelill OnvaungtOutsisil M, OX or CXO
configurations)
18
F. ThadmilI Fibw.Cbmlc and Smicarth-Star
Nomartal Sitill &quat;No�impact&qLat; Glued
12flilti
No
Yen,
NO
N/A
Composite Edge Fiberglass Double Door With of
vintliout Sideltell, (InsvivingliOutsviiing; )iX or 0=10
olinfigurations)
17
q. Thermal Fbar-Cleask; and Smooth -Star
Nominall 08#39:8 illiquottilon-Impaid8i Opaque
1211
No
yes
No
MIA
Corripoefte, Edge Fiberglass Slng le Door With
Transom (InsvilingtiOuntsviiiiii DIX configuration)
18
1. 7hermil Fiber-Clmoic smell Smorith-Stair
Nominal 89#39;8 4liquotition-Impactilqui Opaque
i2/31r=
No
Y"
NO
NIA
Composite Edge Fiberglass Single Door inith
Sidill did Trans— (ImiuvingfOutirvi OfXO.
CIOX or Ol configurations)
19
a Thermill F ber -Classic and Sursocith-Star
Nommal 61U130,81liquotNon-Impacti Opaque
12fi
No
yes
No
WA
Composite E490 Fiberglass Single Door vvith
Si4alitheii.) XO, OX or OXO
Continuous Head and Sill
20
It Themmi Fiber-Clasell, and SmoordSt.,
Nommal 892391.0 squOthildr-IMPOCI&I Opaque
1213112022
No
Yes
NO
NfA
COmposite Edge Fiberglass Single Dow with
Sidelite(s) 0 rislivingtOtrialaing; XO. OX a OXO
Continuous Head and S411
21
u. Theirral Riber.Classic and Smoobi.Stor
Nominal SW39.8 SquotNon-Impectilquot Owed
1211
NO
yes
No
hill
Composite Edge Fiberglass Single Door with
Sdelte(�� Qns4rigiOubstairl XO, OX or Ol
Continuous HoW and 5411 configurationds)
22
v. Therminsi-Tru Fber-Classic and Smooth -Star
Nominal 8811 IliquotMon-frintraGi3quot Glared
12/1
No
Yes
NO
NIA
Composite Edge Fiberglass Single Door with
Sde]Ws) (IravvingfOublevismil XO, OX a CXO
Continuous Head and Sit conflouradons)
23
w Thermal Fibef-Clual and Snispoth-Star
Nominal ft"i liquorNon-Impactiliquat Opaque
12ti
No
Yes
No
WA
Composite Edge Fiberg adis Door Panels inith Vented
SdeiWr) (jroviiingtOularwing; XX XKX Or XXXX
configurations)
24
x Thermal Filow-Classic and Smoothaar
Nominal B&I Iliquestlilon-Imparodlquot Opaque
12111
No
Yes
No
N/A
Composite edge Fiberglass Door Parsels %vith Vented
Sickil On.iningliOutavving. )0( )Miow)O0KX
configurations)
25
V Thermat-Tru Ficer.Classleand Shreonth-Shir
Mammal 6818 Squat NolInVaot" Glazed
12131/2M
No
YM
No
NfA
Composite Edge Fiberglass 000, Panels inflin Varitild
Sidelitel (InsvitingtOusinving; )i )Mw)=
oorifiguratons)
26
z Thermal Fiber-Clastic and Smocri
Nominal 8':0 ilintsorrion-Impactiti Glazed
1211
No
Yes
No
NIA
Composite Edge Fiberglass Ocsor Pares, Isiah Vented
Sidenal linsviling/Outsvilift; XY, XXX or XXXX
owngurabons)
27
zzi Thermal Fiber -Classic, and Smooth -Star
Nordinal SWI Utic0ondupapaquort; Glazed
12111
No
Yale
NO
NIA
Composite Edge Fiberglass Singie Door vilth 351
Sideflibinis) onswurigiOutawng. XO, OX a OXO
configurallons)
28
z1b. Theaddi Fiblim-Claial add Smooth-Stal
Nominal SeWill litiquctlilon-Irriparall8quot Glued
1211
NO
yes
No
WA
r
-omposits Edge Fiberglass Double Docir *0
38si Sideline
configunistion)
29
zo. Thermal Fiber-Claskin and Smooth -Star
Nominal Wi dkitastlihim-Impaclk.at; Glazed
l2ti
No
yes
No
N/A
Composite Edge Fiberglass Single Door vAh 3luilli
Sideliel OrisiminglOutinving; XO, OX . OXO
30
zd. Theards-Trut Fiblar-CAtil add Smooth -Star
configurations)
Nomnal 8809:0 8citiottilon-I mplactilliqualt; Glazed
1211
Yes
No
NIIA
Composite Edge Fiberglass Double Door with
3&1 Sidelftes (I minsinglOutsvilifing; OXXO
configuration)
31
ze ThearmajwFiber-CUIstale and Smocith-Still
Nodurial 78grigo 8quortlilon-Impactliquot; Shaker
12/1
yes,
No
NfA
Sairies Composite Edge Glial
Door vi or without 19#1 Sideliti
K OX XO or OXO configurrions)
Florida Dopartment of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Dartall
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Flords Departmort of Business & Professional Regulation
Page I (I
Florida Department of Business & Professional Regulation
page I &I
Floddlis Deparligment of Busmoss & Professional Regulation
Per I art
Building Codes and Standards
1151
Building Codes arid Ste riclards
11512021
Suildi rig Codes and Standards
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Product Approval Application Detall
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(717) 365-M PE-62514 (717) 317-8454
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1 W412020 Ost2iiii 10AM020 12MSM20 Approved
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L V. Thompson, Ine. We Thompson Ardiftectural
category. Rooting
(417� 024-BBIA PE-59166
IBM) 772-61
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ftolm"3plud.d.
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AMA
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juradictions.
3
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4
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Florida Department of Businm & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
real
10fil
A LJ—
RU ami
SLIbMlftd
Do* ?"Clants
FBC Accused
20
Approved
agn
Nick Thompeon Lyddewn F. Schirl RE
Ryan I King, P.F
0711W2021 =V=21
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:330) 922-2389 PE43409
(813) 71117-6555
rithomp-listsid. cons
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mmia
299M
Product Description
Contreast Essidwelon thits,
hl HVNZ
OL*dd.
Itsailletand
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1211
No
Y 3
No
MIA
Van ol� Sidd Veryl Sees
V3 120233
1
Y:1
No
NJA
Vent w Sold Varyl $OM
121312021
No
Yes
No
MIA
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1213111
No
Y.0
No
III
Vant or add Vinyl G.M
12r3lr2O23
No
Y.,
Ne
WA
Vant ol� Said Vinyl Seffit
121
No
Y.a
No
MIA
Florida Dope irtment of Business & Professional Regulation
Building Codes and Stanclards
Product Approval Application Detell
Paselori
immi
11mity or "I Diu one Pmtdm D"
Lk�o VAddd IW BbMd FEC A—i Astonsvid
Torn, Christman zadniN R. Priem Steven M Urch. PE 0901 7r= 091111f= DSrMO2O 12,151 Approued
�11113) 2W343 PF-74021 (?17)317-8454
.Yago�.bw.dhg,—
Product Description
26 OIL #Me roeviantilider isithi battle
26 OIL
26 in- static roofvandister eftil integrated be%
26 Vs, gal mfvwblata with battle
Quaft Asistrance
cmtram EXI*Itbw Dag
Approwelforlilse
I, HWHZ
Approved for use
outside "I
billiga
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20M
le re - he
091094208
Y.
Yea
MIA
WA
O%Waos
No
Yes
MIA
+oL52b
081MON
Yea
Y.
MIA
Mill
06001912026
Y.
yes
MIA
Nil
Florida Dispartment of Busirms & Professional Regulation
Per I is, 2
Building Codes and Standards
Inmi
Product Approval Application Detail
E,*W
a
Elate P-d-
mm vensigin Aknufh=rff
a uc#w
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am&
Revision 2D20 GAF
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Approved
Callegary- R.�Ang
(600) 7611-34111 (164) 772-6224
SWr-g.g.1r. Asphalt Shirg�.
rhanchow.com
Compliance, Method: Evaluation Report from 6
Flooda RegistwiedArthibect Or a UC*nwd Flonda
Professional Engineer
FLMN24.gzl PMAN*t
OLid*VA&Url�
Apstrandid lor Use Aporaviall for Use bm
Rgft
ini al Number I Nestle
Product ligaiscriabon
In HYHZ Outeld, Restated
landesurs,
I GAF Asphalt Rool'Shinges
diftinell 340. leminated, 51 and 1 vi
vs. NIA
III
hipmChis.sph."shingsts,
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Data 11
pop 1 of 1
162021
Ease, or
D" Pmdw 20
T"pas Vanal
Manufacturer
corded
Mrsalress, A U—
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validated
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PI&C AWmvW Alsonivoll 11-has
Risulacs, 2D20
Flord. Model Products Inc,
ClarkJones
James L Bucker 11pli
Steven M. Union. PE
09027r2li
09011=20
IOADMI 12`1 Si Appriiiiii
Callegent. R.Oling
lial 783-840 0
CRUCK Engineering
1717) 317-8454
8.1plild.gimr. Ral Accessories that - an
clarkilliffamen—
PE-31242
Integral Pad area, Remillng system
C..Wli-.*dh.d; Evaluation R.ptfr-.
Flairdis Regstamad Anchitict or a Ueensed Florida
ELfti52"ZProduch
Protal .. I Engineer
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3- FLAMCO &tlW:RV 10 Ridge ventliquot:
Aluminum Ridge Vdi for phoned reft Wated
121311114
NO
yo. No MIA
from a 025' Aj.heiri..
Florida Department of Business & Professional Regulation
Page I il
Florida Department of Business & Profilagglonal Regulation
Pal I clis
Florida Department of Business & Professional Regulation
P.O. I of 1
Flodda Department of Businesi Professional Regulation
Page I of I
Building Cod" and Standards
III
Building Codes and Standards
It
Building Codes and Standards
1 r4r2022
Building Codes and Standards
112511
Product Approval Application Dotal I
Product Approval Application Detall
Product Approval Application Detail
Product Approval Application Detail
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I 1n3W2D 1112Y2020 IlrWO2O
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1110=20
Iliti
11%,2020
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Revision
2020
Global Protection Products, LLC�
Thin Robinson VftherA Tilt Jr, Pi John W, Knerevich. PE
09108rd)20 09A]I&I
10111
121'1512020
Approved
Revial 2020
Ali Arniamen Shutters and Gks
Mks Berb— Frank L. Barndsurdo� P. E Troy Bishop. P.E.
1011 10/1 51=
11/W2=
12115=0
Approved
Revision 2020
L—d-
categil Rloolling
(501)983-61Q PE-31242 (717) 317-8454
C.1.9ory Reading
(8111) 3W-6091 Services Ll (205) 854 -0160
Categaty Shutters
(954) OW7545 PF-44167 (954) 772-M4
Category: Shutters;
(561) 712-082 PE4446SA19 (954) QL47-0880
SlibCategi Recilling Accession. that me an
q.11sylgromart. com
S.IsCategmy Racing Tilea
Robint0widersontilboraI
SubCategory Storrin Panels
tim.robinsomCgipplaritcom
SulloCatial Sturrin Panels
inkeb@a1lamnsescanshutte
Integral Part ailing RocifingSlysistin
compliance Nalthal Ev.I.Stion Islicit firomn .
in
Compliance MeMod: Evaluation Report from a
Compliance MeMod: Evaluation Raport fmml
Ing.001Y,
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Product Evall7i Entity
Florida Registered Astral oi� a Licensed Florida
Florida Registered Architect or a Licensed Floticia,
Florida Registered Architect Or a Least tied Florida
Professional Engineer
Prolessi Engineer
Professional Engineer
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products
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Dom
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vs.
Ni
MIA
Sees
Product Model, Number or Name
Product Description Contract Expiration Daft
In HVHZ
Dutaide Hill
Redalistal
Pressure
84K 0
Produatliladal. NumIgworNams
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I, NVHZ 2iligilgiLi
Ra.1.1aut
P--
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1
20 Gage Galvanized Steel Storm Ransil
Corrugated Galvanized Steel Storm Panels I ward 121,1
vital
Yes
Ties
NIA
1
24ga Galvanized Steel Star. Piano].
249a Galvanized Steel Stitimin Panels 12131)=
Ya.
Yes
Ties
hill
jell
4 eir TR�Wift Deck,Air D"
Les, P.M., PplWrpyl-, Pilisfir, R..1 Visit 12110,2025
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NO
.9T5W_5
17
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Flat Profile -Stocklon. CA 121
12131,2021)
No
No
yes
Yea
N/A
141A
MIA
MIA
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Ma chance ly Allgood to PWold Dock.
an
Flat Pl - Rialto, CA
2
24 Gage Galvanized Steel Storm PaneWNHVHZ
Corrugated Galvanized Steel Storm Paul retained 121310022
No
Yes
Yale
MIA
88---Yy 700 - all Sim. A—p: Solt Sh.k. trat PeAlt, - Slm�ktl CA 12/1 No vs. MIA WA
or not by gal to provide hurricane protection
2D
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vi
Fiat Proille - Rluo, CA 12,31,202
1
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Lose Pi - Ksty. rX 121314WO
No
No
No
vs.
vs.
Y.,
MIA
N/A
N(A
N/A
Ni
NJA
Flonda Department of Business & Professional Rai lotion
Pepsi oil
Florida Department of Business & Professional Regulation
Papal prI
Florida Department of Business & Professional Regulation
Pi pfii
Florida Deplaftent of Business Professional Regulation
pagill
Building Codes and Standards
191
Building Codes and Standards
19r.'021
Building Codes and Standards
104=1
Building Codes and Standards
Wtiti
Product Approval Application Detail
i II I
Product Approval Application Detail
!!III IN wissom !!1 111;
Product Approval Application Detail
Product Approval Application Doug 11
moonomm
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Alpine
Stuart Lewis ICC Evaluation Sal ILILC William M Ratili PE
1013112020 1 or=20 119wailo
II)DIM20
Approved
RI.Am.
2020
c�cial Concrete Product.1d.
Rated 01I Wri A. Greenberg John Hoy
1211111
1211012020
12f2W2020
cling FBC Appin
R.Iftlein
2020
Mri Inc,
End Waken ICC fivalm still Ekwlci. ULC ICC Evaluated Sell
01si or"ol
08MV2021
Approved
planned 2D20
weyernal
Rob Salfichifin [CC Evaluation Service, LLC lan L.Il RE
020212021 1011312G20
0211111
Approved
category structural Comporents
(321) 710-337T (407) 681-191?
caskill. structural Composim,
WS)OS0,3707 PE-34245 (3,52) 586-5311
C49WQMY; StrLMA�l
(952) 6911-8635 LLC
Category Striall Conspilicents,
t253) &24-6476 4 608) 1139-328111
inatiCalegorill Truss Plata
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Pmoamomcrr(I�ryahco,cern
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ar"Idencirdi-in (201) 599-BBDO
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compliance, Ndhod; Evaluation Report linsin a
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roasind I it. E.*
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compliance Named: Evaluation Report from a
Product Evaluation Fh*
Product rvatalled Fntty
Flood. Registered Architect or. U-sed Florida
FLN$Wwft*dKto
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Products
it"
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In HVHZ out9ic*
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know
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In HWZ
for U,
outside
Issues!
RedoW
229M
Pradissure
I
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Whal Cowl Or Plate 1241112024
yes vs.
NfA
WA
Product MochL NLntw Or Maine
LM
in HVHZ
OutOdy
gnmarA p�m
1
MISAMS
1 a Its. high small t1uss connector plate 121'31,2022
Y.
Yea
N/A
N/A
I
Wines- ILW
L.Trinalad V.— Lumber DMir"3
No
vs.
MIA
WA
2
ITIV DCGhW- Hinge"Pletis
III Connector Plate 12/31=4
Y. vs.
MIA
N/A
2
MISSING
18 ga, super no Straight muss connector plate 12131=2
Yft
Yes
MIA
M/A
2
Parallel. PSL
Familial Seand Lundell 03i'31=3
NO
Yes
MIA
MIA
3
(1 BCGIAtione, Trukis
wel Connector Plate 12/31=4
Yale Yea
MIA
IVA
I
Quietly Pracam or Commands] Concrete Products
Fiscal and Prestressed! Coaches Linthat (15051
No
vs.
MIA NIA
3
116
16 gal Dun conrevor plate 1213111
yes
Ye,
MIA
N/A
3
T1.11mrSeerd LSI.
Laminated Stand lumber 0313112023
No
vs.
NfA
MIA
4
rdw BcGkAo- Wave
Mal Conn.to, plate 12/31=24
Y. vs.
MIA
%/A
4
MTISIHS
IS ga. high shell thruslaccintial plate 12ti
yes
ya�
N/A
MIA
4
am Board
structural Composite Lumber a Oriented stand 03/3111
No
Y.,
HIM
MIA
5
MT20KS
20 g. high Sasso truss compector plate 1211
Y.
Yn
MIA
MIA
5
Weverint— R I Board
board Rem ectim
Oriented Strand Basud flind Board (IMli=
No
Yet
NIA
MIA
a
TLIS Ml
1 a Be times connector patmat 42131/2022
Y.
vs.
MIA
WA
7
TL20 M720
20 g. I connector planes 12/31QQ22
Y"
Yea
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WA
Flo I Dope rtment of Business & Profernional Regulation
page I al
Florids Dope rtmedt of Business & Professional Regulation
page 1 .(2
Building Codes and Standards
Building Codes and Standards
012111
Product Approval Application Detail
Product Approval Application Detail
I .
" 1 1, 1 11' lII�l�ilillilli�Em
I
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20
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Apollo
Revision 2020
CAST-CRETE USA, LLC
Craig P-h. Witurni-Dd. SOCO - CER Merrill 0CCO - VAL
11120,22021) 10027111
1 11rii
Approved
A"anition
2020
Xpda Aurrinum, Inc,
Jose a" Luls R. Lane. seven I Uni PE
11t1fil
11116,2020
1 Inwom
Approved
category; Struchind Component.
(ai3IS2,1464i t7flot 315-25DO
Category: pal Alefis
c4O7) 509-201118 Pi (71?) 317-9454
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subchatiory; S.Mh
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Compliance Named: Evaluation Flow tom a
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Simpson Strong -Tie 20220 F13C Approved Products
Updated 12/30/2020
EM=
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1230r2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1WO12020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rY�20
For direct links to all SST approvals listed below, CLICK HER
CM For direct Inks to all SST approvals listed below, CLICK HER
For direct Inks to all SIST approvals listed beiaw: CLICK HER
For direct links to all SST approvals listed below CLICK HER
For additional Information regarding FlorldWs Statewide Product Approval System and Miamr-Dade County
Notice of Acceptance MCA), CUCK HEI-it
For additional Information regarding Florida's Statewide Proaucl Approval System -an d-Mami-Decle County
Notice of Acceptance INCA), CUCK HERE
For additional Information regarding Florida's Statewide product Approval System and Marni-Dede County
Notice or Acceptance (NOA). CUCK HLRE
For additional information regarding Florida's Statewide Product Approval System and Manti-Dade County
Notice of Acceptance INCA). CLICK HER
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FL#235&R7
FI-41140446-116
FL*JI 045r�R!i
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HUS. HUSC series hangers
Face -mount hangers available In widths ranging from 1-518" to 3-
C =3
-CU C/)
9/16" and heights rangingfrom 4-5/16"to 11" Concealed flange
(D -0
of Model. Number or H=
Product Descriation
Product Model, Number or Name
Product DoscdggM
Product Description
version (HUSC) available for models having woth equal to or
0
AW
I
Titan Stainless Steel Concrete & Masonry Screw CT7N-55)
114" diameter Tilton stainless steel masonry screw
I
A21. A23, A33, A34. A35, A44
Angles
1
ST, STB, STH
BuickTias
greater than 3.9116"
L2
0
(D
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
CMST12, Clii CMSTCIS
Coiled Straps
12
IUS series hangers
Face -mount hangers available in widths ranging from 1-7/8"to, 3-
0- =
3:
3
API344, APB"R, APVBe6, APB66R, APB88, AP888R, APB1 010. APErl 01 OR, APVI344,
Outdoor Accents Post ses
3
CS14, CS16. CS18, CS20, CS22
Coiled Straps
518" and heights ranging from 9-1/4" to 16'
0
FL#9649-Rf
APVB44R, APVBS6 APVB66R, APVB88, APV888R, APV81010, ARVI3101OR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3.25-SE)S, LGU3."DS, LGU5 25-SOS
Face -mount hangers
ICU C>
Co
4
APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6,
Outdoor Accents Deck Joist Ties
5
CTS218
Compression/Tension Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
CIO
Cn
>
lax
Product Model, Number or N=
Product Description
APVDJT2R-6
6
DSP, SSP� TSP
Stud to Plate tie
15
LUC26Z, LUC21 02
Face -mount hangers
E
0
I
$D1 01 120BB
Outdoor Accents ConnectDr Screw
5
APHH48, APHH46R, APHH610, APHH61OR
Outdoor Accents Heavy Hanger
7
H1. HIOA, H2ZA, H3, H6. 117Z� His, HIOS, H16-2, H16-2S
HurricanoTtes,
16
LUS series hangers
Face -mount hangers available in widths ranging from I-W`16'to 4-
U) (D L_
2
SD9112, S!39212� SDIO112, SDIO212
Strong -Drive SD Connector Screw
6
APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVTS
Outdoor Accents L and T Bearn-to-Colurnn Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
518" and heights ranging from 3" to 10-1 W Er'
Cl)
Co
3
SD91 12SS, SDO212SS
Strong-00118 SD Connector SS Screw
7
APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
HS24
Hurricane Tie
17
MQU3.63-SDS, MGU5.2,5-SE)S. MGU5.50-SDS, MGU5.62-SOS, MGU7.00-SDS
Face -mount hangers
cc
_60
U)
4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber-CF Strew
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDS1.5. HSS2.2-SDS3. HSS2-3-SDS3, HSS4-SDS3
Heavy Stud Shoo
18
MIU ashes hangers
Face -mount hangers available in widths ranging from 1-9116'to
SDCF221134. SDCF221334, SDCF271958, SDCF272358
9
CBT2Z CBT4Z
Concealed Beam Ties
11
HST2 HST3. HST5. HSTO
Straight Straps
118" and heights ranging from 6-15116�'Iio 19-11Z'.
5 SDCP22434. SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong-Dir" SDCP Timber-CP Screw
10 CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Tea
12 HTS16, HTS20, HTS24. HTS28. HTS30. HTS30C Heavy Twat Strap
19 MUS26, MUS28 Face -mount hangers
SDCP221100, SDCP221134, SDCP271400
11
DJT1 4
Deck Joist Tie
13
HTS016KTZ. HTS020KTZ
Heavy Twat Strap
2D
SUR. SUL. SURC, SULC series hangers
Skewed face -mount hangers available in viiiethis ranging fmm 1 -
6
SDHR27400 SDHR27614, SDHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9118" to 3-9/1 &'and heights ranging from 3-1 tl 6'to 13-3/4"
7
SDS25112, SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412,
Strong-Drrve SDS Heavy -Duty Connector Screw
13
FC4 FC6
Framing Clips
15
LSTA9, LSTA12. LSTA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURG, SULC) available for all double
SDS25500. SOS25600, SDS258130
14
FWANIZ
Foundation Wall Angles
16
LSTI49, LST173
Straight Straps
2X and 4X models; on ly acute flange is conoeialei
8
SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530DSS SDS25312SS
Strong-Drrve SDS Heavy -Duty Connector SS Screw
15
GAI GA2
Gusset Angles
17
LT820. LTB40
Bridging
21
U series hangers
Face -mount hangers available, in widths ranging from 1-9116"to
9
SDWF2716 SDWF2720, SOWF2724 SDWF2726, SDWF2730
Strong -Drive SDWF Floor-to�Floor Screw
16
H2A, H2.5T, H8, H10A-2, HIOS, H14, HGA10
HurricanoTies
16
LTS12, LTS16, LTS1B, LTS20
Light Twist Strap
6" and helghts ranging from 2-516'to 11-114"
F.
17
IS
HCJTZ
HH4. HH6
Heavy Concealed Joist Tie
Header Hangers
19
20
MOT
MST27, MST37, MST48, MST60; MST72
Medium Girder Tiedown
Straight Straps
FLU10007-1118
19
KBSIZ
Knee�Brace Stabilizer
21
MSTA9, MSTA12 MSTA15, MSTA18, MSTA21, MSTA24, LISTA30, MSTA36. MSTA49
Straight Straps
FL#10667-R6
20
1.30.1-50,1_70.1-90
Angles
22
MSTC28, MSTC40, MSTC52, MSTC66, MSTC78
Straight Straps
IMI
Product Model, Number or Name
Product Description
21
UCC4
Post Cap
23
MSTC48B3, MSTC66133
Pfe-Dent Straps
AW
Product Descricrtion
1
ATR318, ATR1/2, ATR5/8, ATR314
Threaded Rods
22
LS30, LS50. L870, LSQO
Skewable Angles
24
MSTI26, MST136, MSTI48, MST160. MST172
Straight Straps
I
BA series hangers
Top flange hangers available in widths ranging from 1 -9;10" to 7-
2
ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTSIS, MTSi8. MTS20. Ml MTS30, MTS30C
Medium Twist Strap
1/8" and heights ranging from 7-116'to W',
3
BP318-2, BP1/2, BPI/2-3. BP5/8-2, SP518-3, l BMi4-3. BPRTUDZI-4
Beating Plates
24
LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ
Field Adjustable Jack Hanger
26
NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16
Bridging
2
DGBF series hangers
Top flange hangers available in Wdths ranging from 3-516'lo 7-
4
CNW318. C"12. CNW5/8, CNW314, CNW518-1/2, CNW314-5/8
Coupler Nuts
25
LSSRI,81, LSSR2 1, LSSR2,37, LSSR2.56 LSSR210-2, LSSR41 0
Field Adjustable Slopeable/Skewable Hanger
27
RCWa12, RCW814
Wall Bracing
li'S" and heights ranging from 9-1/4" to 24",
5
CTUD55, CTUD65, CTUD66. CTUD76, CTUD76, CTUDT7, CTUDST CTUD88. CTUD97,
Coupling Take -Up Device
26
LTP4,LTP5
Tie Plates
28
RPS18, RPS22, RPS28
Repair Plate Strap
3
DGF series hangers
Top flange hangers available in widths ranging from 1 -1 17'to 3-
Z
CTUD98, CTUD99
27
ML23Z, ML24Z, ML262, ML28Z ML21 OZ
Angles
29
RSP4
Stud to Plate Connector
5ffl" and heights ranging from 7-114" to 24".
6
N3, N4. N5, N6
Heavy Hex Nuts
28
MMH8
Roof -fie -Down
30
SPI, SP2. SP4, SP6. SPB
SW d Plato T so
4
DGHF series hangers
Top flange hangers available in widths ranging from I -�V4" to 3-
7
RTUD3, RTUD3B, RTUD4, RTUD4B. RTU05. RTUD6, RTUD7, RTUD8
Ratcherting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPH8
Heavy Stud Plate Tie
5/8" and heights ranging from 9-114" to 24"�
8
TUD9, TUDIO
Taka-Up Device
30
MMLU26, MMLU26-2, MMLU28, MMLU28-2. MMLU210, MMLU1211, MMLUI3,9, MMLU1311
Face -Mount Hangers
32
SS1.5, SS2.5, SS3, SS4.5
Stud Shoo
5
E(35� EG7, EGO set" hangers
Top flange hangers available in widths ranging from 5-114" to 8-
9
TUW38
T2ke-Up Washer
31
RBC.RBCP
Roof Boundary Qps
33
ST9, ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST6215, STM4, ST6236
Straight Straps
715" and heights ranging from 11" to 32-1/2"
10
URS3
WS" Uplift Rod Run Todown System
32
RST-3
Rool"Fie-Down
34
TB20, TB27, TB30, TB38, TB42, TB48 T&-A, TB56. TB60
Tension Bridging
6
EGQ series hangers
Topflange hangers available in widths ranging from 3-518" to 7-
11
URS4
1/2" Uplift Rod Run Tledown, System
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB10, TW612, TWB14
Wall Bracing
1/4" and heights ranging from I 1-1t4" to 37'
12
URS5
518" Uplift Rod Run Tisclown System
34
STC STCT,DTC.HTC4
TrussClips
36
VGT,VGTR,VGTL
Variable Pitch Girder Tiedown
7
GLS series hangers
Saddle hangers available in widths ranging from 3-1/4" to B-718"
13
URSO
B14" Uplift Rod Run Tiedown Systram,
35
TJC57, TJC57
Truss Jack Clips
37
VVBl 08. WSJ 08C, WB1 26, W81 26C; WB143C
Wall Bracing
and heights ranging from 8-112" to 28".
36
Z2, Z4. Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
118" and heights ranging from 11" to 32'
FL#10441-R6
F1.411110531-R5
Q
HS series hangers
Top flange hangers available In wdths ranging from 1 -9119'to 7-
FL#10447-R5
112" and heights ranging from S" to 30"
-d&#
Frodilot Model. NUMber or Name
ProdUct DelfiCrIptlon
It"
Product Model, Number or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 8-719'
1
DTT2
Hold-down
Seq #
Product Model, Num bar or Name
Product Dow notion
I
CI3H2 37x5.5, 0SH2.37x7.63, CSH2.37xg.75
Concealed hangers
and heights ranging from 10-1 12'to 28".
2
HDC1014. HDC10122
Hold-dom
1
AHEP
Adjustable Hip -End Connector
2
DU. DHU, DHUTF series hangers
Face -mount (OU. DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-1/4" to 8-
3
HDO8, HHDQ1 1, HHDQI 4
Hold-down
2
DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3
Drag Strut Connectors
ovailablee in widths ranging from 1-9/16'to 3-9118" and heights
7/8" and heights ranging from 7-1 Zto 32"
4
HDU2, HDU4. HDU5. HDU8, HDU 11. HOW 4
Hold-down
3
GBC;
Gable Stace Connector
ranging from 9-1/8" to 23-15116".
12
HGLTV series hangers
Top flange hangers available in Wdths ranging from 3-1/4" to 7-
5
HPA28, HPA35
Sirap-s" purlin anchor
4
HCP1.811 HCP2, HCP4
Hip Corner Plate
3
HGU3.63-SDS HGU5 25-SDS, HGU5.50-SDS, HGU5.62�SIDS, HGU7.00-SE)S, HGU7.25-
Face -mount hangers
118" and heights ranging from 14" to 33"
a
LSTHD8 _STHD8RJ
Strap -style hold-dolovin
5
HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC", HHRC525/3-25. HHRC5,3713,12,
Heavy HIP to Ridge Connectors
SDS, HGU9.00-SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5116'to 3-
7
MASA,MASAP
Foundation anchor strop
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1.518"to 7.
9/18" and heights ranging from 18" to 26'
8
MPAJ32, MPAI"
Stinap-Style purlin anchor
6
HRC1 81, HR=
Hip Ridge Connector
3/8" and heights ranging from to 12-718".
14
HUSTP series hangers
Top flangejoist hangers available in Wctths ranging from 3-1/8" to
9
PA18, PA23, PA26. PA35. PA51, PA68
StrWistyle purlir anchor
7
LRU26, LRU28 LRU210. LRU212
Rafter Hanger
5
HHGU5 25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS. HHGU7 25-SDS,
Face -mount hangers
3-9/16'and heights ranging from 5-318" to 13-118!'
10
PAII8. PA123. PA128. PA135
Strap -style purlir anchor
8
LSU26, LS,9U28 LSSU210
Light Slopeable/Skewable U Hanger
HHGUO,OO-SDS
15
HUTF HUCTF series hangers
Top flange hangers available in wdths ranging from I -9/16"to 5-
11
STHDIO. STHD10RJ
Strap -stye hold-down
9
TBE4. TBE6
Truss Beating Enhancer
6
HHUS26-2, HHUS28-2, HHUS210-2, HHUIS46, HHUS48, HHUS410. HHUS5.50110,
Face -mount hangers
112" and heights ranging from 3-7116'to 15" Concealed flange
12
STHDI 4, STHD1 4RJ
StrIep-style hold-down
ID
TC24 TC26, TC28
Truss Clip
HHUS7 25110
version (HUCTF) available for all models having width equal to or
11
THA29, THA213, THA21 8, THA21B-2, THA222.2, THA413, THA418, THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-9/16",
THAC422, THA426. THA422-2, THA426-2
lig" to 6-118" and heights ranging from 4_314!'Iro 15-3f4"-
16
HWP series hangers
Top flange hangers available in widths ranging from 1 -911 T'to 7-
12
THA11.81122, THAl2.OW22, THAIZU22, THA1222, THA1322, THA13522, THA1422
Adjustable Truss Hanger Sized for I-Joslis
Concealed flange version (HSURC, HSULC) available for all
I t8" and heights ranging from 5-3Wto 28!'
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models; only acute flange is concealed
17
HWPH series hangers
Top flange hangers available in widthis ranging from 1-9116"Irc 7-
C= -0
14
THJA26. LTHJA26, LTHMA
Multiple Truss Hangers
8
HTU26, HTU28, HTU210. HTU26-2. HTU213-2, HTU210-2
Face -mount hangers
1/2" and heights ranging from 5-3/8" to 37'
(1)
0
15
THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W
Multiple Truss Hangers
9
HU, HUC series hangers
Fare -mount hangers available in widths ranging from 1-9/16" to 7-
18
ITS series hangers
Top flange han gets available in widths ranging from 1 -9/1 6"tic 3-
>
(=)
16
TSBR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2-716'to 19-1/4". Concealed flange
518" and heights ranging from 9-1 Wto 16'
%_ 0
00
17
VPA2, VPA25; VPA3, VPA35, VPA4
Variable Pitch Connectors
version (H LIC) available for all models having width equal to or
19
JB series hangers
Top flange hangers available in width of 1 -9/1 6"and heights
CL
N
18
VTCR
Valley Truss Clip
greater than 2-9116"
ranging from 5-318" to 7-114"
10
HUCO1.61/9-SOS, HUCCI 81111-SDS. HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-
Face -mount hangers
20
JBA series hangers
Top flange hangers available in width of 1-9116" and heights
SDS, HUCQ410-SOS, HUC0412-SDS, HUCOS 25)9-SOS, HUCO525i'll -SDS, HUCQ610-
ranging from 9-311 V, to 13-118"
SDS, HUCQ61 2-SDS
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Simpson Strong -Tie 2020 F13C Approved Products
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
Simpson Strong -Tie 2020 FBC Approved Products
For drect Inks SST Wed below,
Updated 125VA20
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Simpson Strong -Tie 2020 FBC Approved Products
For drect inks Isted -RE
Updated 12/30/2020
For ckect Inks to all SST aWrovals Ned below, CLICK HER
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to all approvals CLICK Mr:R
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For additional information regarding Flondas Statewide Product Approval System and Marri-Dade County Notice of Acceptance INCA), LJLQ&d=
For additional information regarding Florida's Statewide Product Approval System and Marrii-Dade County Notice of Acceptance INCA),
For additional information regarding Florida's Statewide Product Approval System and Manni-Dade Colinty Notice cif Acceptance INCA), LLLQLU-U�
For additional information regarding Flonclas Statewide Product Approval System and Manti-Daide County Notice of Acceptance (NOA)_Jj�.
21 LB series hangers Top flange hangers available in width of 1 -911 6"and heights
FL#11468-R5
18 S/LBV1.56, SILSVI.61, SILBV2.06, VLBV2.37, VLBV2.56, S&BV2.68. SILBV3.12, Top Flange Joist Hangers
5 SET-XP Ad hes-we Anchor for concrete
ranging from 5-3ffl" to 15-1/8"
S'L-BV3.56, SILBV3.62. SILBV4.06. SiLBV4 12, SfLBV4.28, SALBV4.76. S/LBV5SO
6
Strong -Solt 2 (STB2, ST62-4SS, ST82-6SS)
Strong -Bch 2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in wdth of 1 -9/1 6'and heights
§2"
Product Model, Num Der or Name
Product Description
19
S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5
Holdowns
steel and Tvpes 304 and 316 stainless steel
ranging from 9-3116" to 13-118".
1
HHUS210-3, HHUS2104
Joist Hanger
20
SIMST60, SMST72
Straps 118 mil (10 go)
7
Titen HD (THD�H, THD-HMG, THD-H4SS, THD-H8SS, THID-CS, THD-CSSM
Then HD Heavy Duty ScrewAnchor for concrete and masonry
23
LEGa. LEG5. LEG7 series hangers
Top flange hangers available in widths ranging from 3-1/4" to 6-
2
HRS6, HRS8. HRS12
Strap Ties
21
SP4,SP6
Stud Plata Tin
available with hex head in carbon -steel and Typas 304 and 316
7lig" and heights ranging from 9" to 33-1t2"
3
HUCO210-2-SDS, HUCO210-3-SOS, HUCQ310-SOS
Joist Hanger
22
SSP� DSP. TSP
Stud Plate T es
stainless steel, or with countersunk head in carbon steel and
24
MEG5. MEG7 set" hangers
Top flange hangers available in widths ranging from 5-1/4" to 6-
4
THGB2. THGB5, THGBH2, THGBH3 THGBH4
Joist Hanger
23
STC,DTC
TrussClip
Type 316 stainless steel
718" and heights ranging from 9" to 32-1Z
5
THGC2SDS3, THGQ3-SDS4 5, THGOH2-SDS3, THGQH3SDS4 5, THGQH4-SDS8
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titan HD Rod Coupler (THD37634RC, THD50934RC)
Titan HD Threaded Rod Coupler for Concrete
25
MIT series hangers
Top flange hangers available in widths ranging from I -gi`16'to 5-
6
THGW3-3. THGW3-4, THGW4-3, THGW4A
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger (THDB25158RH, THDB371 58RH, THD37212RHr
Than H D Threaded Rod Hanger for Concrete
118" and heights rainging from 9-1/4" to 24"
THD50234RH, THDI0212l
26
PF, PF8, PFD8, PFDSB series hangers
Top flange hangers available in width of 11-911V'and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-3/8" to 7-118".
FL#J 1473-RS
FL#139i
27
RR
Ridge rafter connector
28
WIP series hangers
Top flange hangers available in widths ranging from 1-9/16" to 7-
Product Model, Num ber or Name
Product Descriotion
Product Model, Number or Name
Product Description
FL#16230-RS
118" and heights ranging 9-114'to 32".
1
DETAL2D
Double Embedded Truss Anchor
1
CCQrVI3 62-SDSHOG, CCOM4.82-SDSHDG, GCQM5.50-SDSHDG, CCTQM3.62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTQM4 02-SDSG OCTQMS-50.SDSG, CCCOW 62-SDSG. CCCQM4,62-SDSG.
Product Description
3
HIS, H18S, H16-2. H18-2S
Hurricane Tie
CCCQNZ.50-S0SG
1
AT�XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL*IOWO-R5
4
HETA12, HETA16, HFTA20, HETA24. HETA40
Embedded Truss Anchor
2
ECCLQM3.62G-KT. ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT,
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesive for masonry
5
HETAI-12, HETAL18, HETAL20
Embedded Truss Anchor
ECCL1_QMD4.S2G-KT, ECCLLOMD5,50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4 62G-
3
SET-XP
SET-XPHk -Strerl Epoxy Adhesive far masonry
On
&Mg
Product Model, Numberor Name
Product Description
6
HGAM10, HMO
Masonry retrofit connectors
KF, ECCLRQMD5.50G-KT
4
Strong -Bolt 2 (ST62)
Slrorg-Boft 2 Wedge Anchor for masonry
-0-0
I
ABA44 ABA44R, ABA46, ABA46R. ABA66. ABA66R
Adjustable Post Base
7
HHETA16 HHETA20. HHETA24, HHETA40
Heavy Embedded Truss Anchor
3
HGUIM.25. HGUM5.50, HGUM7.00, HGUM7.25, HGUM9 DO
Heavy Masonry Hangers
5
Titen 2 (TTN2)
Titen 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU46. ABU46R. AB05-5, ABU5.6 ABU65, ABU66, ABU66R, ABU88.
Adjustable Post Base
8
LGT2. LGT3.SDS2.5, LGT4-SDS3
Girder Tieclovvn
4
LGUM26-2, LGUM26-3, LGUM26A, LGUM28-2. LGUM28-3, LGUM284, LGUM2IO-2,
Masonry Beam Hangers
6
Titan HD (THD-H4SS, THD-H6SS, THD-CS5SS)
Tilem HD Heavy -Duty ScrowAnchor for concrete available in 304
(D
ABU88R, ABUID10 ABUIOIOR. ABU1212. AEU1212R
9
LTA2
Lateral Truss Anchor
LOUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410
or 316 stainless steelwith hex head, and 316 stainless steel with
C_
3
ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. A9W66RZ. ABW7-7
Adjustable Post Base
10
I I
META12, META16, META18, META20, META24. META40
MSTAN24, IVISTAW8, MSTCM40, MSTCM6O
Embedded Truss Anchor
Stop Tie for Masonry
5
MBHA3.1219 25, MBHA3.12fll.25, MBHA156f7 25, MBHA3 56)9.25, MBHA&56/11_25,
MBHA3.56111.88, MBHA3 56114. MBHA3 56116, MBHA3.5SM8 MBHA5.50f7.25,
Masonry Top Flange Beam Hangers
7
Tirten Turbo
Countersunk head.
Then Turbo Screw for
4
AC4, A04R, ACE4, ACO, AC8R, ACE6
Post Cap
(TNT)
Anchor concrete or masonry
5
BC4, BC40, BC4R, SOS, BC6R, BC8, BC-S2-214. SCS2-3/6
Post Cap
12
MTSM16, MTSM20, HTSM16. HTSM2O
Twist Strap for Masonry
MBHA5-5019.25, MBHA5.50111.25, MBHAS.50/11 88 MBHA5 50f`14, MBHA5 50/18,
6
C1344, CB443, CB481 C968, CB88
Embedded Column Bass
MSHA5.50118
CU
7
CBS044-SD52, CBSQ46-SDS2, CBSQ66-SDS2, CBS085-SDS2, CBSQ58SDS2
Embedded Column Base
6
MBHU3.5(Y9.25, MBHU3.56/11,25, MBHU3 54&11,88. MBHU3.56114, MBHU3.56/16,
MBHU3.56/18, MBHU5.5M.25, MBHU6 50111 25, MBI-11-15.50,01 1 88 MBHU5,5Gt14,
Masonry Boom Hangers
FL916N7-R3
>
8
CC. ECC. ECCU Series
Bolted Column caps with WI ranging from 3-1)4" to 9-1t2" and
FL#1 1496-RS
W2 ranging from 3-518" to 7-112"
M15HU5.50116, MSHU550/18
§221
Prodtiet Model, NUMberor Name
Product Description
0
9
CCO-SDS2.5. r=CCC-SDS2 5 Series
Screvved column caps with WI ranging from 3-1/4�'to 9-1/2'and
Aig"
uct Model, Number orJ=
Product Descrintion
1
X3,4131016-5K. X1 S1016, XI S1 0164K. X01 $1018, XQI BI 01 64K
410-18 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3
W2 ranging from 3-5f8" to 7-1/2"
1
DTTIZ
Deck Tension Tie
Drill Point
>
10
CPT44Z. Cl CPT88Z
Concealed Post Tie Base
2
H012, HDI9
Bolted Holdowns
FL#13975-RO
2
XLQI I 4TI 224, XLQ 1 14BI 224-2K
412-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping
11
12
EPB44A, EPB", EPS46, EPB66
EPS4Z
Embedded Post Base
Embedded Post Base
3
4
HD3B. HD5B. HD7B, HD9E
HTT4, HTTS, HTT5-314
Bolted Holdowns
Tension Ties
Seq X
Product Model, Number or Name
Product Description
3
XMQI 14S1 224, XMQ1 14BI224-21<
Scram with #6 Drill Point and Large Diameter Hex Washer Head
#12-24 Strong-Dhve XM Modium-Head Metal SeIf-Drilling,
0
13
LCB44. LCB66
Embedded Column Base
5
LTT19, LTT20B, LTI131
Lig ht Tension Ties
1
SDW22300, SDW223M, SDW22438, SDW22468, SDW22500, SDW22000. SDW22638,
Stung -Drive SDW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #5 Drill Point and Medium Diameter Hex
14
LPC4Z, LPC6Z
Light Post Cap
SDVV22634
4
X0114SI 224, XQ1 114131224-15K X1 14S1224, X011 2S1224, X01 12BI224-2K
#12-24 Strong -Drive X Metal Soff-Drilling, Tapping Screws with #6
Drill Point
15
MPI344Z, MP686Z, MPB88Z
Moment Post Base
2
SDWC15450: SDWC158O0
Strong-Orive SDWC TRUSS Screw
16
PB44. PB44R, P2,46, PB66, P866R
Embedded Post Base
FL*l 3SM-R5
3
SDVVH1O3(OODB SDWH19400DB, SIDWHIOBOODS, SOWH19800DB. SDWH191000L)B
Strong -Drive SDWHI TIMBER-HEXSorew
6
XU34SIO16, XU3481016-5K
#10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws wilin
17
PBS"A, PBS46 PBS65
Embedded Post Base
4
SDWH27400G. SDWH276MG. SDWH278ODG, SDWH2710003, SDWH27120OG
Strong -Di ive SDWH TI MGER-H EX H DG Screw
#1 Drill Point
is
PBV6,PBVi0
Round Post Base
JW
Product lftdel. Number or Name
SB7/8x24, SBlx30
Product Description
SB Anchor Bolts
5
6
SIDWS16212, SDWS1 6300, SDWS1 6312, SDWS1 6400
SDWS198O0, SDVVS1971Z SDWS224DO,SDWS225OO.S0WS22512, SDWS22600,
Srtrong-Drrve SDWS FRAMING Screw
Sbong-DriveSDWSTIM13ER Swriew(lintenor Grade)
0
19
PC44-16 PC46-1B, PC48-16: PC64-18, P05&161 EPC44-16, EPC48-16, EPC48-15,
Post Cap
1
SB518x24,
EPC64-16. EPCBS-18
2
SSTB1 6, SST820, SSTB24, SST82S, SSTB34. SST836, SSTB1 6L, SSTE20L, SSTB24L.
SSTB Anchor 13ofts
SDWS22800, SDWS22900, SDvVS221 000, SDWS221 100: SDWS221200, SDWMI 500
FL#35320-RO
20
PC4Z PC4RZ, PC15Z, PCBRZ, PC8Z, PC:8RZ. EPC4Z, EPC4RZ, EPC6Z, EPCBRZ. EPC8Z,
Post Cap
SSTB28L
7
SDWS22300013. SOWS2240008. SOWS22500DB, SDWS226000B, SDW=80ODS,
Strong-Onve SCVVS TIM13ER Screw (Extenor G rade)
EPC8RZ
SDVVS22100ODB
JW
=uct Model, Num bar or Name
Product Description
21
PPB"-AZ PPB44-6Z
Post Base
8
SDWS2231208B, SDWS22512DB8
Outdoor Accents Structural Wood Screw
1
DSSCB43-5. DSSCB46, DSSICB48, DSHS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL*i3872mR4
9
SDWS27300SS, SDWS2740OSS. SDWS2750OSS, SDWS2760OSS, SDWS278()OSS,
Strong -Drive SDWS TIMBER SS Screw
2
FC843.5. FCM,5, FCB47.5, FCB419�5, FCB411 5
Bypass Framing Fixed -Clip Connector
SDWS27100OSS, SDWS271200SS
3
FPHSD34S1OI8, FPHSD34B10I6, FPHSD34B1OI6-5K. FPHSD34S1214,
410-16 and #12-14 Strung -Drive FPHSD Framing-to-CFS Self-
gairt X
Product Model, Number or Name
Product Description
10
SDVVV13400
Strong -Drive SDWV SOLE-TC-RIM Screw
FPHSD34B1214. FPHSD34E11214-5K
Drilling, Tapping Screws
ICU
FL*110W�R!l
I
CMST12. CMST14, CMSTC16, CS14, GS16, CS18, CS20, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25'. LSFC4.25, ILSFC15.25, SFC2.25, SFC4.25, SFC6.25
Steel Framing Connector
00
2
HRS6. HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18. FHA24. FHA30, MSTI26, MSTI36,
Straps 97 mil (12 g a)
5
LSSC4.25, LSSCS.25, SSC2 25, SSC4 25, SSC6.25 MSSC2.26, MSSC4.25 MSSC6.25,
Steel Stud Connectors
Product Mcdol-Numberor Name
Product DescrIption
MST148, MSTI60, MST172, S/MST27, SIMST37, SIMST48
MSSC4.25KW, MSSC6.25KW
<
1
F-A, FSA
Foundaton Anchor
3
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twat Straps
FLA1 5363"R3
6
RCKW3, RCKW5.6, RCKW7 5, RCKW3S. RCKW5 EYS
Rigid Knee Wall Connector
=:3
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA36, LST149, LST173, MSTA9, Ml MSTAI 5, MSTA1 8, MSTA21, MSTA24
Steps 43 mil (18 go)
7
SOB43.5, SCS45.5, SCB47.5,SCB49,5, SCS411.5, Ml MSCS47.5
Bypass Framing Slide -Clip Connectior
3
GH46-6. GH46-8, GH48-6. GH48-8, GH4106T GH410-8. GH66-6. GH66-8, GH68-6. GH68-
Girder Hanger
5
LSTAS, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST21 15. ST2215
Steps 33 mil (20 go)
Product Model. Number or Name
Product Description
8
SCS32-5i97, SCS62-6)97, SCS62-5/1 18, SCS82-511 18
Bypass Framing Connector
-0
8, GH610-6, GHl
6
LSUSH3.25; SUSH3.25, MSUBH3 25
Bridging Connector
1
AS 18. AS I SS5, AS I 8S8
18 ga. Truss Plates
9
SOW3,25, SCW5.5
Head -of -Wall Slide -Clip Connector
4
GLBSA, GLE�5S, GLB5C. GLB60. G1_B7A, GL87B. GLB7C, OL87D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 2OHS
20 ga. High Strength Truss Plate
10
SJC8.25, SJC10.25, MSJC8,25, MSJCIO.25
Steel Joist Con noollors
5
GLBT512, GBLTS12, GLOT518, GBLT816, GLBT520. GSLTS20
0 lulam Bearing Plate
8
LTS12,LTS16,LTSI8,l_TS2O
LilIhtTwistStraps,
3
AS-20
20 go Truss Plate
11
SSS3518
Bypass Framing Slide -Clip Strut Connector
0
ICU
6
HGLBA, HGLBB, HGLBC, HGLBD
Heavy Glulam Bearing Plate
9
MSTA,30, Iii ST6215, ST6224. ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52
Straps 54 mil (16 go)
4
ASHP
Hinge Plate Connector
12
XLSH3481414, XLSH7881414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
7
HGT-2, HGT-3, HOT-4
Heavy Girder Tiedown
10
MSTC68; MSTC78, STS238
Straps 68 mil (14 go)
Scram
LIJ
8
UFP10-SOS3
Urfiversa I Foundation Plate
11
MTS12. MTS18, MTS18. MTS20. MTS:30, Ml MTS30C
Medium Twist Straps
13
XQISIOI 8, XQIBI016-4K, X01S1214, XQIB1214-3 SK. XQ78S1224, X07681224-3K,
#10-164112-14 and 412-24 Strong- Drive X Metal SO -Drilling,
2
9
URFP
Universe I Retrofit Foundation Plate
12
SIBI.56, SV.81, S/E12.06, SIB2.37, SfB2.56, SIB2.68, SIB3.12, SW.56, SIB3.62. S/B4.06,
Top Flange Joist Hangers
FL*15730-R4
X01 14S1 224; XQ11491224-2 5K XQI 12SI224, XQ112BI224-2K, )C3481016-5K,
X181016. X181016-4K X1 S1214. X181 214-3 5K
Tapping Screvvs
<
13
5/64.12, 5164 28, S84.76, S55. 50
S/BA2.1218, S/BA2.12/10, SIBA2.12f`12. SIBA2,12114, S/BA4.1818, SfBA4.18110,
Top Flange Joist Hangers
&2"
Product Model, Number or Name
Product DescriRLW
Z
SfEA4,18/12, SBA4.18114
1
ET -HP
Adhesive Anchor for concrete
Z
14
S/HIA
Hurricane Tie
2
GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50 GW-75, GW-100, GTH
Gas -actuated fasteners and assemblies
15
S/HD8S, -14HD88, SMDIOS� S/HDIOB, SIHOISS, SM015B
Holdowns
3
POPA, PDPA-K, POPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAVVL,
Powder -actuated fasteners, threaded studs, and assemblies
<
16
S1HDU4, SIHDUO, S/HDUO. SlHDU1 I
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PFCLDPA, PTRHA3, PTRHA4
17
StJCT, SfHJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
PA 1.2
MIAM� 3II&M-DADECOUNW
PRODUCT CONTROL SECTION
11905 SW26 Savt� Room 2011
DEPARTUENTOFREGULATOR,YA"ECOMOAUC RESOURCES (RER) M=4 Florift 33175-2474
BOARDA11D CODE ADMINISTRATION DrVISIOK TC786)315-2590 PCM)315-2599
NOTICE OF ACCEPTANCE (_N0A) WWW.Z2j2E&W*d@.t@v;*C=8MT
PGTIndusbies,inc.
1070 Teclinglogy D&t,
North Venice, FL 34275
SCOPE:
ThLsNOA is being issued under the applicable rules and regulations governing the use of constructionnutterials- The
documentabxxasubmMed has beenmiewed and accepted byNhum-Dade Counly RER -Product Control Sectionto
be used in Nfiami Dade Cminty and odw areas where allawed by the Authority Having Jurisdiction (AH1)_
This.NOA shall not be valid &&r the expirshon date stated below- The Miami -Dade County Product Control Secikn
(In Mami Dade County) andeor the AHJ (mums odm than Miami Dade County) reserve the right to have this
product or material te� for quality assurancepuipom- If dus product or material fads to peffann inthe a ccepted
umin�m,themawm&ctamwtUiwwtheexpeaseof suchtestmgandtheAlUmayunmadut--4,moIL-e, modify. or
suspend the use of such product or matenal widun their jurisdwhon. RER reserves the right to revoke this
acceptance- if it is determined byMiami-Dade CouniyPnxiact Coahvi Section that this pioductormaknrial fails to
meet the reqummunts of the applicable- budding code -
This product is approved as described hemin and his bem desi
gned to coniply widi the Flori& Budding Code.
including the High Velcmity Hurrazoe Zow-
DEsnu7nm-: Series -_9A. 7002 770- VinviSfiding Glass Door (Reinforced) w1wo 900 & 13.40 corners-L-MU.
APPROVAL DO C IWENT: Dravang No - M-D-5-5 70. 0 Re v B, fitled -V-n%)4 Sluling Glas a Door N OA (LK", sheft
I through 2 1 of 2 1, prepared by marinfacturm dated I 0.inl 5 and last revucd on 0210 1 /22 1. signed and sealed by
A. Lynn Killer, P.E.. bearing the hhum-Dade CbuntyProduct 4Control Revision sbunp, with the Notice, of
Acceptance number and expir*wn date by the Nfiami-Dade County Product Coutral Sechon.
,NUSSIU DOACT KITING! Large and Stull Nksile bipact Resistant
Limitations:
I - See table 1 (sheet2) and table 2 (sheet D forapphcable- SGD unit sizes- design pressures- reinforcenamts qjxs�
gins types, sill riser (see tables B-1 & B-2, sheets 7-9) and anchor layout sheets requiremmls in 11 thru 16-
2- RigA White FVC, Tan (Non -white) Rigid PVC and Brown coated (Painled or ]am ted)whdeR1&dP`VCtobe
labeled per referenoedNOA's requirmetts.
3. E _On per FBC requiernent as appikable.
gre s s operab le do ors must coniply wi Lth min ckar wu fth or he q
4� Pocket walls under separate appwvaL to be reviewed by BWlding official
LABEINiG: Each unft shall bear a pemimmt label with the manuftwtureesna or logo, city, state and series am
following statmeuL "Miami -Dade County Prodtict Gomal Approved". no*d herem
RUNEWAL of 6=NOA shall be considered after a renewal applicalion has been filed and there has been no
change in the applicable budding code negatively affectnig the perlbsnume ofthis pro&xl.
TERARNATION oftlus, NOAwdl oc cur after the expiration date or if them has been a revision or chanp in 1he
materials, use, and/or manufacture ofthe product or process- Nfisuw of this NOA as an endorsemevt of any product,
for sales, acherbsing or any odmf purposes shall automabcally terniinate thm NOA. FaAure to conaply with any
section of this NOA shall be cause for *rminafion and removal ofNOA.
ADVERTISEMENT: Ike NOAnumber preceded by the words 24amd-Dade County Florida, and folkwed by the
expuatum dair may be displayed in advwtising literahme. If any -portion of the NOA is displayed, th ea it sha 11 be
done in its entirety -
INSPECTION: A copyofihis entire NOA shall beprovided to the uw by -the mamdactumr or its distributors and
shall be available fDr inspection at diejob site at 1he request of the Budding Official.
This NOA revises & re news NOA if264t 29-0-55 and consists of this p age I and evidence pages E- 1, E-2, E-3, E-4,
E-5 & E-6 as well as approval docanxmi menfiowd abow.
The submitted documealation was miewed by Ishaq I Cbaada, P1.
NOA No, 2.1-0206-03
F-spirationD2tel April14,2016
Approral Dat*�Msrch 29,2021
Page I
PGTIndusuieOnc.
NOTICE OF ACCEPTANCE: EN71DF-NCE S]LrB-MrrTED
2. Evidence Submitted under prnims subndttal
�k DR A`W]NGS
1. Drawing No. MD-5570.0 Rev B. tilled "Vinyl Sliding Glass Door NOA (IND". sheets
I through 21 of 2 1, prepared by manufacturer. dated 1 OV5115 and last ieVisedan
OV22420, *acd and sealed by A- Lynn Miller, PX.
B. TESTS
1. Test repocts on: 1) Air Infiltration. Test, per FBC., TAS 202-94
2) Unifonn Static Air Premire Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test pu FBC, TAS 201-94
5) Cyclic Wind Plessuse Loading per FBC, TAS 203-94
gong with marlmd-W dmings; and installation diagram of all PGT Industries, Inc.
represmtative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones.
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT nTS520 PVC Fixed Window (unit 6 in proposal), dated 0910114
FTL-20-2107.1, PGT SGD780 Aluirdninn Sliding Glass Door (unit 7 in proposal) M-20-
2107.2, PGT CA740 A hrm Outswing CasemeritUlmdow (unit 8 in proposal) Fn-20-
2107.3, PGT PW7620A Alunlinum Fixed Window (wift 9 in proposal) and FTL-20-2107.4.
PGT PW7620A Ahmminum. Fixed Window (unit 10 in propo&* dated 07/13/20. all signed
and scaled by Idalmis Ortega. P.E.
C. CALCULATIONS
1. Anchor verific2tion calcuWww and struictuxal ana[lys& complying with YBC 7&
Edition (2020)- dated W-2020, prepared by manufacturm aped, and sm1ed by
Anthony Lynn NMer P_E_
2- Glazing complies withASTIMEI300-04,-09,42 and -16.
D. QUA11WAS SUILAN CE
Miain�Dadc Department of Regulatory and Economic Resowries (RER).
E. AMATERLAL CERTIHCATIONS
1. Notice of Acceptance No. 19-03015.02 issued to Kuraray Anierica. Inc. for their
"Trosffolt Uln-aclear, Clear. and Color PVB Glass Interlavers7. expiring on
07=24-
2. Notice of Acceptance No. 17-0803.02 issued to Kuraray Amerka, Inc. fof th&
"SentrTGbA, (Glear and White) Glass Inteiiaven' - expiring on 07.*4;13-
3. Notice of Acceptance No. 18-110&10 iss� to Vision fthusions Limited for theff
"Brown Coated (Painted or Lamin2ted) White Rigid YVC Exterior Extrusions
forWindows and Deere'. expiriing an 09/30P-4.
A. Notice of Acceptance No. 1&1106.11 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 and lighter shades 07ion-Alike) Rigid Cellular PVC
Exterior Extrusions for Windows and Doorf'. expiring on 12JI-9/2 1.
1Aaq L Chanda, PJE.
Product Control Unit Supervisor
NOA No. 21-02H,03
ExpirationDate: Agiril14,2026
Approral Date- Marck 15, 20 21
E 4
PGT Indusbies, Int.
NOTICE OF ACCEPTAiNCE: EN1DENCE SUBMITTED
1. Evidence submitted under previous NNOA
A. DRAWINGS
1 - Manuf2cturces. die drawings and sections.
(Submiffed underIVO-41-Vo. 11-0107 04)
2- Drawing No. MID-5570.0, titled ---Vinyl Sliding Glass Dom NOA W1, sheets I
through 21 of 2 1.
. prepared by manufwturer, dated 10.105115. with wvision A dated
04105117, signed and sealed by A. Lynn Mller- RE.
B. TESTS
1- Testreporton 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Lwge Missile Impact Test per FBC. TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with madmid-up drawinp and installation diagram ofvinyl sliding glass door. prepared
by Fenestration Testing Lab, Inc.- Test Report No. FTL 87 17, dated 1107il 5, s;igned and
seated by Idahnis (ktega, P. E. (rest report revised on 02/15/16 and 0124,116)
2, Test rqxnt an 1).4ir Infiltration Test. per FBC_ TAS 202-94
2) Uniform Static Ak Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, T_kS 202-94-
4) Large Missile Inlpact Test per FBC, TAS 201-94
5) Cyclic Wind Premire Load= per FBC_ TAS 203-94
6) Forced Entry Tesi, per FBC, ikS 202-94
along withriLuked-up drawings and installation diagram ofvmyl sliding glass door� preTared
by Fenestration Testing Lab, Inc. Test Repod No- FTL 9546, dated I 1,W1 5, signed and
sealed by Idaltnis Ortega, P_ E_ (Yest report revised on 01 /04/16 and 0271IL2016)
3, Test report an I)Air Infiltration Test, per FBC_ TAS 202-94
2) Uniform Static Air Press= Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94
along with marked -up draw ings and installation diagram of vinyl sliding glass door, prepared
by Fenestration Testing Lab, Inc., Test Rqxnt No- FrL W47, dated 12104115, signed and
sealed by Idalinis Ortega, P_ E. (rest report revised on 0211546)
4- Test report on 1) AirInfiltration Test, per FBC, TAS 202-04
2) Uniform Static Air Pressuve Testz per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Lxge Mmk InVact Ted per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94
along with masked -up drawings and installation diagram ofvmyl sliding glass door- prepared
by Faiestration Testing Lab- Inc., Test Rqy3ft No. FrL &55U, dated 12104,4 5- signed and
seated by Idalmis Ortega, P. E. (rest report revised on 01 t'04,1 6 and 02/11/16).
hhaq L Clnm&a, P.E.
Product ControlUsit Supomisor
NOA No. 21420-5.03
ExpirationDale- Apri[14,2026
Approval Date- March 25, ' .0!1
1E -1
CGI W, indows. and Doors, Inc -
NOTICE OF ACCEPTANCE: EVIDENCE SUB W-rTED
E. MATERML CERTIFICATIONS (continule)
5. Quanex Part Sutter Sipacer Standard complying with ASIM C518 Thermal Conductivity
0-881 BTU -in/ bir.-ftz-*F, ASIM F 1249 WVTR-Pass, ASTM D3985 Orygen-Pass,.ASTM E
2190 I.G_ Durability -No FogP2ss, (Su3ndfled underpres4ous.Y0A.Vo. IS-0409. 05)
6. Quanex Part Durii conipbring with ASTM C518 Thermal Conductivity 2-22 BTU -in/
hr.-fF-0F. AS'IM F 1249 UVIR-Pass, ASTM D 1434 -Argon Perineance-Pass, ASIM E
2189 I.G. Durability -No Fo& ASTM E 546 Dew Point Development -20FF in 48 his.
(Submtkied u n der NO-4 No. 15-6400.05).
7- Vision EMnmions, Ltd- Parts complying with PVC-AAMA 303-13, Vokintary Specification
for Rigid Polyvinyl Chlonde (PVC) Exteriar Profiles forVision. Extrusions, Lt&VEX-1 by
AAMA Fenestration Filerwr Proffle Ceftffimtion Program (Submwed under JYO 4JYo 15-
0409.05)
8- Vision Extrusions ying
,Ltd.Partscomphi with PVC-AAMA. 303-13-
(Subm ifted u nderX0_4 No. 15-0410.0. 05)
PVC-AAMA 303-13, Voluntary Specificaition for Rigid Polyvinyl Chloride (PVC) E)dedor
Profiles for Vision Exftmons� LtdVEX-1 by AAMA Fenestmion Exterior Profile
Certification Progiarm
10. Notice of Acceptance No. 19-1217.14 issued to Energi Fenestration Solution. USA, Inc. for
their -Tan 3040 & light shade (non -white) WIke Rigid PVC Exterior Extrusions for
Windows and Doors�", expiring on n'04,11.
11- Notice of Acceptance No- 18-0122.02 issued to Energi Fenestration Solution, USA, Inc- for
their series -"lute Rigid PVC Exterior Extrusions for Windows and Doors", ff4mmg on
02/29/23.
12. Notice of Acceptance No. 20-0203.03 kswd to Energi Fenestration Solution, USA, Inc, for
their --Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for
Windows and Doors", expiring on 04/16,,25.
F. STATE AIENT S
1. Statement letter of conformance to FBC 76 Edition (2020), dated 04=0, issued by
manufac=ff. *ard and sealed by Anthony Lynn Miller. P.E.
2. Statement letter of no financial interest and -of independent. mmed by manufacturer. dated
04/18/20, signed and seated by Anthony Lynn Miller- P_E_
3. Private Labeling Agreement docurrmwt between PGT. dated 03,3045 and signed by all,
involved parties.
G. OTHERS
1. This NOA revises NOA# 1744'20.06(PVTw1CGI) and updates toFBC2020 (7*Editiok).
expiring 04t2lo2l-
2- RER Test proposals #19-1155 dated OV10i?0 approved by Ishaq L Chanda, P�E, expiring
04114021-
E-5
Ishaq L Ickmada, P.E.
Pmduct Contral Unit Superrimw
INOA No. 21-020.03
Expiration Date. ALpril 14,2026
Approval Date. Alarch 2.--,'-021
PGr Industries, bir.
NOTICE OF ACCEPTANCIE: EVIDENCE SUBMITTED
B. TESTS (continued)
5. Test report on 1) Air luftration Tes;t. per FBC, TAS 202-94
2) Unifonn Static Air Pressure Tea, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressiare Loadingper FBC, TAS 203-94
6) Forced Entry Test, pef FBC, TAS 202-94
along vnth marked-W drawings and installation diagram of vmvl sliding glass door, pleflared
by Fenestration Testing Lab- Inc-, Test Report No- FTL S.U9, dated I I ftq 5, Signed and
sealed by Idalmis Ortega, P. E_ (rest report revised on 12104?15 and 02il 1116)
6- Test report on 1) Air Infiltration. Test, per FBC, TAS 202-94
2) Unifoun Static Air Pressuie Test. per FBC. TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missike Impact Test per FBC TAS 201-94
5) Cyclic Wind Presstme Loading per FBC, TAS 203-94
along vnth marked -up drawrings and installation diagram of vmyl sliding glass door ' prepared
by Fenestration Testing Lab- Inc., Test Rrport No. FTL 9552- dated 1-'7dV4q 5, signed and
seaW by Idalmis Ortega, P. E_ (rest report revised on 02115�2016)
7- Test report an 1) Uniforra Static Ar Piressm Test, per FBC, TAS202-94
2) Large Missik Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressim Loading per FBC. TAS 203-94
along with mxked-up &awinp and installation diagrant of vinyl sliding glass door, prepaird,
by Fenesirgion Testing Lab- Inc... Test Report No. FTL "39 (iamples A-1 tbzu A-22). dated
1149,110, dgried and scaled by Jorge A- Causo, P, E. fSubmbled under2V0_4 2V& 11-
0107.0-4)
8 Test report on 1) Air Infiftmfion Test, per FBC- TAS -V2-94
2) Uniform Static Air Pressure Tea, per FBC. TAS 202-94
3) Water Resistance Test-
. per FBC, TAS 202-94-
4) La%r Musile InVact Test per FBC, TAS 201-94
5) Cychc'%`md Pressure Loadingper FBC, TAS 203-94
6) Forced Entry Test. per FBC, TAS 202-94
along with maked-tip drawings and installation diagram of vinyl sliding g1m door, prepared
by Fenestration Testing Lab, Inc., Test Report No- FTL 6337 (samples A- I thru A-5), dated
12106A0, signed and scaled by Jorge A- Causo. P. E. (Submiffed under X,0_4 iYa. 11-
0107.09)
C. CALLCITLATIONS
L Anchor verification calculations and structural analysis, comp4mg with FBC-2014,
by PGT_ dated 12,V91152nd last indscid on 0.1,115,q6- signe�d and scaled by
An&=y L Miller, P.E. (Submiffed under.NOAXe. 15-1210. 01).
2. Glazing aw4llies with ASTME-1300-09.
Ishaq L Chands. P.E.
Product Control Unit Sopernsor
NO-k No. 11-020-9.03
Expiration Nte- April 14,2026
-Approval Date.- March 15, 2021
E-2
PGT Industries, Inc.
NOTICT OF ACCEPTANCE: EAMEINCE SlL7BMFr=
3. New Evidence Submitted
�PWXIVIRZW�
1. Drawing No. MD-_5_570.0 Rev B_ titled "Vinyl Sliding Glass DoorNOA (IW, sheets I
through 21 of 2 1� prepared by nimufacturer, dated 10/05.115 and lag revised on OMI /21-
signed and sealed by A- Lynn Miller, P.E.
Note This revision consisti replacement of same existing installation screw with flat head-
B. TESTS
1. None-
C. CALCULAITONS
L Nonc-
D. QUA= ASS`LT&LNCE
1. Miami -Dade Departroent of Regubtory and Economic Resources (RER)_
E 3LXTERL4,L CIERTMCATIONS
L Notice ofAcceptance No- 19-0305.02 issued to Kararay Aitnerica, Inc. for their
"Trosifolt Ultraclear, Ck-ar, and Color PNT Glass lnterhyer�"
npiring an 07,1092 4-
2. Notice of AcceptanceNo- 17-0808.02 issued tolKararay America, Inc. for their
"SenfiTGlast (Clear andWhik) Glass lnterlayw-s7 eqiring on 07/0*23-
3- Notice ofAcceptance No. 19-1106.10 issued to Vision Extrusions Limited for tlw�r "'Brown
Coated (Painted or Laminated) N�Wn Rigid PVC Exterior Extrwdons for Windows
and Doors7'. expiring on 09Y30P24.
4- Notice of Acceptance No- 19-1106.11 issued to Vision Extnisions Limited for their series
"VE 1000 Tan 202 and lighter shades Rigid Cellular P1,7C Exterior
Extrusions for Windows and Doors-, expiring an 12�29/2 1.
F. STATF-11ENTS
L Statement Letter of conformance tG TBC 711 Edition (2020), dated 010V21, issued by
maniffachm. signed and sealed by Anthony Lynn Millff, PIE.
2- Ptivate Labeling Agreement dated 03/0&121 between. PGT InchLstrim Inc. and CGI
Windows and Dom Inc., signed by Dean M. Ruark P.E-, V.P. F* on behalf of
both companies.
G. OTHERS
L This NOA revises & renews NO.A# 20-0429.05 (PLA w/CGI), expirimg 04114,;26.
?. `Ihe cunient associated PLk CGI file #21-0201-55.0L cq*ing 0411+26.
E -6
(. L,40-�,
Ishaq L Clianda, P.E.
Product Central Unit SuperTisor
NX)A No. 21-0201.9.03
Expiration Dado- _kpril 14,2026
Approval Date- 11arth M .1021
PGT Industries, ]Inc.
NOIICEOTACCEPTA.NCE:ENIDENCESUIBM[rTED
D. QUALrff ASSITIL&NCE
1. Miami Dade Depaxturat of Regulatory and Economic Rrwxm (RER)_
E. MATERLAL CERTIFICATIONS
1. Notice of Acceptance No. l,"-528.14 is;.� to Vision Extrusion Licuited for thek
-`Wlkite Rigid PVC Exterior Eximsiorrs for Windows and Doors'", dated 09113/15.
eqir* on 0913W 19.
2. Notice of Acceptance No. 16-0920.08 Lnued to Vision Fmmsion Limited for their -VE
1000 Tan 202 and lighter Shades (Neu-NMO) Rigid PVC Exterior Eximsions for
Windows and Doors-, dated 12,V8,16. expiring on 12P-9121-
3. Notice of Acceptance No. 1-55,4529.15 issued to Vision Fmnision Limited for- their
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extiusions for
Windows and Doors-, datted 08113115. expiring on 0930119.
4. Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA,
Inc. for ther "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior
Extrusions for Windows and Doors" dated 09115116, expiring on 0104121.
5. Notice of Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PYC Extetior
Extrusions for Windows and Dool-s" dated 093 5116, cqiring on 04,11&20.
6. Notim of AccqAarice No- 16-0712.03 issued to ENERGIFenestration Solutions USA,
Inc. for their -V`hke Rigid PVC Exterior Extrusions for Windows and Doors- dated
09/10117, expiriq on 0128118.
7- Test reports No(s). I 0-W2-792(A), 10-06-MO52 7- 535753-09. per ASTNIE-94,
ASTNO 1929 and ASTUD-63 5. issued by EXOVA to Vission Extrusion for cellulosic
composite material
(Sub m Ned under X0.4 Ala. 11-010 7 04)
8- Notice ofAcceptance No. 14-0916.11 issued to Kuraray America., Inc. for their
"Sentr-* Glast (Clear and WiLke) Interla,% er', expfi* on 07/04/18.
9- Notice ofAcceptance No. 16-1117.01 issixed to Kuraraykmerica, Inc- for their
-Trosifelt'ETInaclear. Clear and Color PVB Interlayerf', expiring on 07%19.
F. STATEJAIENTS
L Statement letter ofconform2rice with FBC-15`11 Edition (2014) and FBC-60kEdition
(2017� iss;ued by manufacturer, dated 08114/17, signed & sealed by Lynn Miller, P�E_
2- Statement letter of nofimancial interest, dated D4/1&17- issued by manufacturer, siW
& Scaled by Lynn Miller, P.E.
3- Letter of lab compliance, part of the above test reports.
4. REK Test Proposal No- 17-0387. dated 05f05117. signed by Ishaq Cb2nda, P_E_
G. OTHER
1. Notice of Acceptance No. 154210.01. is.� to PGT Indusuk-, fortheir Series
557012770" Vinyl SYKbng Glass Door (Reinforced) - LALL"_ cqAring on 04/14,21-
1 -3
hkaq L Citanih, P.E.
Product Com&ol Unit Supervisor
NO.Al INO. 21-420S.03
Expirmtkon Date. April 14,2026
Approva I Date- Alarch 25, 2021
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PRODU I KA'AL1JAUQNJLEI!0XX&01Q&ULRL 2
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TILLIT TESTING & ENGINEERING COMPANY
2.2. TIES REPORTS:
-
- — - ___ - __
Large missile impact and fatigue load tests were performed under Protocols TAS
__
VA�TFR A. -nLLrr. m, F.F.
I t1ltcrO(,&3Cl.COrn
FLP.L-N."]�,
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
n C I 11--N, wft7l�
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports# 96-569 dated 08/0911996, #963-570 dated 09118/1996,
PRODUCT EVALUATION REPO
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
# 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaospada,
REPORT NO.: 20-0728.01
P.E. and Henry Hattem, P.E.
DATE: July 28, 2020
Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate, P.E.
PRODUCT SUB -CATEGORY: Storm Panels
ZJATRUCTURAL ENGINEERING CALCULATIONS:
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
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
MANUFACTURER: Global Protection Products LLC.
section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,,
4800 S.W. 61 Street
dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E.
Davie, Florida33314
1 . PURPOSE OF EVALUATION:
This is a Product Evaluation Report Issued by Walter A. TlIllit Jr., P.E. (System
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
4.WND LOADS RESISTANCEo
Professional Regulation.
20 Gage Galvanized Steel Storm Panel has been verified to sustaIr wind
This product is being issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
been verified for compliance In accordance with the 2020 Seventh EdItIon of the
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 1,
Florida Building Code, and to verify that the product Is for the purpose Intended
at least equivalent to that required by the Code.
14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
This Product Evaluation Report shall be subject to review and revision In case of
S. INSTALLATION:
a Building Code change that may affect its limitations and conditions
Installation shall be performed strictly in accordance with details indicated on
2. EVIDENCE SUBMITTED;
sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
2.1. PRODUCT EVALUATION DOCUMENT_(P.EMA�
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
Drawing No. 20-176. titled "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 Walter A.
T111it, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 7� )is
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PRODUCT VVM,UATIONREF0Wf NO, 20-87U.01 3
6. MATERIAL CHARACTERISTI S AND SPECIFICATIONS:
Shall be strictly in accordance with General Notes and Components Indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (P.E.D.). drawing No. 20-175.
7. LIMITATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
an sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru I 6. indicated
on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product rnay be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product shal I only be Installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florda License
No. 44167), President of Tilteco, Inc. (Florida CA-00DE1719),
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oil TILTFCO AD MON RECORDS I P. E. RrPORT.20 kG LORAL PROTECTION PRODUCTS, LLCIi 20 GAGE
GALVANIZED STEEL STORM PANEL\ ORWG42O-176kREP0RT#2D-O72&O1
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TILLIT TESTING G ENGINEERING COMPANY
WALTER A. TILLIT, JR., III- fi1teoo@Fio1.cO,aD
PRODUCT EVALUATION REP RI P.r Lkam,a No 44167
I L�.A, U No. )4%719,
REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY:
Storm Panels
PRODUCT NAME,
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Glolml Protecition Products. LLC
4800 S.W. 51 Street
Davis, Florida 33314
1. PURPOSE OF EVALUATION'
This is a Product Evaluation Report Issued by Walliter A. THIlk Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
611320-3, Method 10 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
Flodda 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 61.111511111ITTEM
2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)
Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteTWM'?,6,Q,,IS
Evaluation Report. ,I,"`�� ...:.,. 1/,�"I"'.
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�'�W- 1 531
PRODUCLEVAILEALMERKPORTNO- 20-0727,02 2
2-7- TEST REPORTS:
Large missile Impact load tests were performed under SSTD 12-09 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 by American Testing
Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
R. Mohner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
Largaespads, 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. 1123.01-10. dated November23, 2010, signed and sealed by Julto E.
Gonzalez, P.E.
Tensile test report No. GCM-198 by CC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
per QC Metallurgical Report No. 1OKM-1 318, dated December 1, 2010 signed
and sealed by Jerry Jacicifano, P.E. as per ASTM E-0.
2.3. STRUCTURAL ENGINEERING CALCULATIONS.,
On 24 Go" 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 08/27/13 (for this revision), signed and sealed by Waiter
A. TIllit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1609.1.2 of the Florda Building Code, as per
SSTD 12-99 Standard and TAS 201.
4. VVIND 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.), dravAng No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm abutter 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, 15, 16 and I 8 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
6. MATERIAL- HARACTERISTICS 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 CONDMONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
prepared by Tifteco, Inc. and signed and sealed by Walter A. T111111, 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. Tfift, Jr.. P,E. (Florida License
No. 441167), President of Tifteco, Inc. (Florida CA-0006719).
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GENERAL NOTES: GULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, -
a 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON THE (SCALE 1/2-i-)
��- Pon WD Geeff Qum zeino zRim BMA) EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTU�_ BEHIND SUCH PANELS. IW/10, 2W/10, 3W/10, 4W/10,
I STORM PANEL SHOWN , PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VERMED FOR COMPLIANCE IN iC� ANCHORAGE SMALL BE AS MENTIONED IN 0. 1) AND IN B 2) - 15 1"' (TOTAL WIDTH) - - - - I - - 15,196- (TOTAL WIDTH) - *5W/10, 6W/11 & 7W/11 +6/5
ACCORDANCE WITH THE 2020 7M EDITION) OF ME FLORIDA BUILIANG CODE rQ_UI51M FFQQD LiejtL SPECIFIC GRAVITY, r - 0.55 � �: - . __ ___ I -
- ;/ - 3' MAX _ [ RETE SEE SCHEDULE ON 94EEIS 5 & 9 3, VAX
DES WIND LOADS SMALL BE DETERMINED AS PER SECTION I 6" OF IKE ABOVE MENTIONED CODE. III*# TAPCON ANCHORS. AS MANUFACTURED BY 1.1 W BUILDEX.. INC -_ _ I _ _ ANCHORS FOR CONIC
FOR"A WIND SPEED AS REOUIRED BY THE jURISCACTION WERE THESE SHUTTERS WILL BE INSTALLED AND - 4-10 PANIELMATE FEMALE 10 AND PAINELMATE PLUSS ANCHORS AS MANUfACFURED By ELCO CONSTRULTION PRODUCTS I - - 6 1/4- - ______ �_ -_ 6�250- --- ----- - I' ". FOR WOOD SEE SECTIONS ON SHEETS 10 III 11 -_ --- - - I* MR. -
FOR A DRECTIONAUTYPACTOR Kd-O.8b.USING ASCE 7-16 AP40 SHALL NOT EXCEED THE MAXIMUM (&SD) 1/4-it LAG SCREWS PER NO.S. : , - I.3iSO" - , [-1.350'- - ,.3p. - , 1.500' �.500' .
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A 20 - 7/10'6 . 5/8" WOOD HUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLT At SPECIALTY CO. I 11 I I 'Wrx I � ; I I ,- 1.350* - - , 0.0m, ittim, THICK -1.350-/lI, � 1 6 1 0 1 0 6
, - - - - - i _
,I /tt- t , I- az ---- . _ --- - - -------------- - -, --- I-- I I
- T_ ,.- f , �1. I . GALVANIZED STEEL ,� i D.M..(1)1l�.(D+&r ___ - , � , ,
IN ORDER TO VERIFY THE AREAS CON(XTION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 76 C 1; MINIMIUM THREADED PEWRATION IWO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2- AND 2- FOR ELCO PANDUAtTE PLUS " - ': , I----,+T --- I- --- - - ! , , , . I I . I I I
SHALL BE FIRST REDUCED TO AS D DESIGN WIND LOADS BY MULTIPLYING. THEM By 0 6 IN ORDER TO AND PANEUMUE FEMALE ID 0,036' m 74" 1 * GRADE 50 A-- I . �O_ I I .
1 I I -1 -
I
� � I � - � HEMMED . - __ ,
F , 2 i. � (R 2..7- i I I I I
C 7) UNNUM THREADED PENIETRATION Or LAG SCREW. IWO THE WOOD FRAME LIMIT SHALL BE 1 112- NO THREADED OW . 2lie'e / HIMMED TYP ASM A 6W __7 1 1 1 1 I
COMPARE THESE W/ MAX (A,SO) DESIGN PRESSURE RATINGS INDICATED ON SMEETS 7 THRU 12. 14. 15. 16. �9 & 20 i/� / I L F (9 2,657' GALVANIZED STEEL EDGE - I / C-M IMLV EDGE - / - @ i i � I � , , i -
IN ORDER TO VERIFY THAT AN,C,iM ON THIS P ED AS IMIL WERE NOT OVER STRESSED, A 332 INCREASE AM ALLOWABLE PENEM"ON INTO STUCCO SHALI BE CONSIDERED AS PART 01� THE REQUIRED THREADED PENEFRAYON I __ GIRADE W � KTAA A-, I � 11 HTF i � i i I 1 I . (II
STRM FOR WIND LOADS WAS ea USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED A I EDGE EDGE � : I I I � I I I
- G_410 GAILY - - 11 I I ! I I
I A � ! 1 1 i i , 1 I
- - .
ACCORDANCE WITH N.D.S. 2018. C 3) MINDAUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SMALL BE AS INDICATED IN 11145 DRAWING I]IIE. A .. 48.4ir _611- I 48.11' i I I i r ;
ST PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE 'AS BEEN VERIFIED) IN ACCORDANCE OTIM SECTION 1626 OF � - I_ - -1 ---- I - - - - - - - - -1 - - - - - - - . I - - - - - - - - - I I ----I i � I , i : i I �
2. " " ' qi_�- (�) I I I
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IND ENGINEERING III TESTING INC, REPORTS 96-56S. 96-570 & 96-T30 AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SNAI� BE 5/8- 1/4- 0-20 SCREWS USED SMALL BE I i/2- LONG MINIMUM - ,.3k, � I I I � � q I ED
� -
SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS III NO STUCCO . "t" I I � 1 1 1 1 , ,
, � I � I � i � .
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BOVE Al NTIONED CODE AS PER HURRICANE I I i - - 11
ERA __ - -6.2W---- - - -___ I - - : ___L : , . I I I � I -1-1 � I 9
FENESTRATION TEMWG LAS INC.. REPORTS J12032 & #2126 , AS,PROTOCOLS TAS- 201. TAS-202 AND TAS-203 - I - - - I " -, - , ,� --- ; - T ,I ., Ir I I I I 11 S
AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT J02 9 .01-09, AS PER TAS 201. TAS 202 AND C 5) 04 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 BOARDS BE FOUND ON THE EXISTING (1) STORM PANE (9k END STORM PANEL ___ � � 1 ; I 7 . "
I I � . i I [' I i -1 i ... t .... r- __
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TAS 203 STANDARDS. WALL ANCHORS SMALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS I- 2,187' - - ,R�v - i - I - + 1 I I C_J
2 ALL ALUMINILIM EXTRUSIONS TO BE W63-16 ALLOY AND TEMPER (UNLESS OTHER"SE NOTED) SEE SHEET 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) A, C 4) 1 3K` ! � 4, 1 1 . 4=
1
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. .1-11 - I I ______ ------- - --- 7 2 187' 1 ! � I � I 1 ! _44i, 1 " 0
(0) ANCHORS SMALL BE INSTALLED FOULCANING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1.250 . I i � -r-
_�' . � I . 1 6-
>- - � f , I - - - - - - - - - - - - i V
4 PAME1 �S END UP .1 25' %4 '-20S ' i I I I i �� - i BOLTED PANELS W/ 1/40-20.1'.
ALL STEEL SHEET METAL PAWLS SMALL HAVE STRUCTURAL OUAUrY STEEL ASTIM A-633 GRADL 50 MINIMUM. G-60 - - - �4 i I .-
9 PANELS MAY ALSO BE INSTALLED HOIRAZOWALLY FOLLOVANG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEM 4 1 �250' .4124,J .750* - 4 SERIE. II-20. ,L21: i � . 1 S.S. ALS
CALVIINIZED STEEL DESIGNATION W/TY- 58.5 itA, (AFTER ROLLED), THROUGH 6) EXCEPT THAT HEADERS (Z 6 Q SMALL NOT BE USED W/ whimery Oar. I I I - .Too* it a I I- It � I .j.125* SS STUD SERIFS 350- UNBOLTED ,OWSELS ; 1 � I 1 I I � . SOLT W/ 7/8* . 3/32 :_ r- 0
AWAIED SS, STUD PAN AS ! I i i . (y)
.., 4 ---I ""o"' (SEE SECT I q I I ; It
, I .M. I � I ;
5 9 I SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEIRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE � - " 10 ANGLE I I ! � 1 1 : W[NGNUTS 0 EA. OVIEFOUNP Wl_ () N
I I . I , :
ALL SCREWS TO HE ST04NLESS STEEL 304 OR 315 AlSi SER93 OR CORROSAD, RESISTANT COATED CARBON STEEL AS PER ,-�� I I, 7/rVec_ :Z 1/7* .0. ,a
0013A OUILDHIS CODE -- 11 to.08, too i - i APPLICABLE)
DIN 50CIS W/ 50 � YIELD STRENGTH AND 90 k*. TENSILE STRENGTH & SHALL COMPLY W/ F1 ATTACHED TO INSURE PROPER ANCHORAGE NIS SHUT" $10" ONLY 13E ATTACHED TO CONICIRM BLOCK OR I I � . ..093' I . I ; , I I ; ; ASEE SECTIONS AS APPLICABLE) i M ><
SECT*N 2.11,21 314 WOOD FRAME I -1. - ' 500 - 1.500 . ; - I i I � � I I L =
BUILDINGS- 3 .093' � - . . - _� A - i - - :; - 1 i 1 1 ! 1-1
I - 2.125' 2, ". SEE - I ! 'I ! i I . - - - , -
-307 GALVANIZED STEEL. OR ASI 304 SERIF MUM I , . I � I I - I -1 - T , - I-- ' T - _. =) C LL a.
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7 AMC"ORS TO WALL SHALL BE AS FOLLOWS TOMMY TO SECURE PANELS WITH APPUCASUE REINFORCEMENT DORM PERIODS OF HURRICANE WARNING 11 is - — , , � � , 1 1 ; I I I 111 73 0 "
I
- -,- I I , i ED
(A) I 11 THE INSTALLATION CONTRACICIR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTM I - � I I i i I 1
6 BOLTS TO BE ASRA A LS SIMNLESS STEEL. WITH 36 - MIAN ELD -_1 , . I inu At. - 3&< S, MDA. - - 1.500, - .939' .930' a I - , I � I 3
STRE140H 10 EACH REGULAR STORM PAWL WITH LENGTHS OVER V-8 THROUGH 12*-4*. AS PER SECTIONS 5. 8. 9 III 10 AND ALTERNATIVES 8W. I . ____ 2 125' 1093' _ At a 375, I DETAIL I �I w I I 125'L �� I
9W A, IOW ON SHEETS S. 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR I HEMMED,- , , I . At a 37 ! (V,� .M. --I I I _' 125' I I I L,,.-� 1 i I I I ( : C\J Z
- 1/4': ,TAPCON ANCHORS AS MANUFACTURED BY IT.111 BUILDEX� INC (M- C-3192 p...i I THE BUILDING TO PREVENT WKND/RAN INTRUSION ISOMETRIC YIEW DETAL A .W ! � I I t
, CALX-IN ANCHORS. AS NANUFACIURED BY DEWALT INC / -_ -, - 2.ODO* - : I 1 � I i i (Z) 0
12 STORM PANEL INSTALLATION SMALL COMPLY WIN SPECS INDICATED IN NIS DRAWING PLUS ANY BUILDING AND ZONIMG REGULATIONS ROUNDED CORNER 0 ENDS or PANEL'S It D.M. � , , -1 i � , C'i �-�
- I / 7/8 (UP, f'3DD0 p.,,) : , - i 411� 1 .� i
(�� , 3 -C-SET ANICAORS . 1Z .@,@.(�)- - . � i 0 - -_ 0 -_ - i (3
- I/"- Fc./4' SOL AS (ASTRIBU'rED By ALL POINT SCREW. BOLT & SPECIALTY CO PROVIDE) By THE JURISDICTION WHERE PERMIT IS APPLIED TO - _� - -_ , -4i 1-;�___ to --- -- - �t F oii,: I I C_
3000 p,..,.) END UP W1 HEMMED EDGE. h" HEADER (� 'U" HEADER (�) ANGLE 4 ANGLE WITH STUD (�o ANGLE WITH - A --- iii - W
- J114-10 PAMEUIMTE FEMALE 0 & PANFIMATT PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (RE 0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE AWCARN,AFCN (N.T S) (�) " (�)_ (�) - (�)+ @ - t, � 3' MAX a)
(� C-3350 P.,i) FOR A SITE SPECIFIC PROJECT. - *HERE THE SITE CONOMONIS DEVIATE FROM THE RED REVERSE STUD - I. - 1/4. 2/4, 3/4, 4/4, 5/5. 7/5, _ _ - S__
- 1/4-0 C, TAP-GRIII ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (C-36M p A. I I - ----I WAFNES MIN. 1, New .+- - (=
(b) CONTRACTOR TO BE RESPONSIBLE F THE SELECTION. PURCHASE AND INSTALLATION INCLUDING it" SAFETY OF THIS PRODUCT I SEE DE1 ______ - ---- 1W/10. 2W/10. 3W/10. 4W/10, 4,�
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A 1) NOMMUM EMSEDMEN OF TAPICON ANCHORS INTO POURED CONCRETE SHIALL. BE 1 3/4-, 2- FOP PAWLMATE FEMAit BASED ON INS PED PROVIDED MEORHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - = - f- -A I/IA & 2/14 0.3.* TYP TOP EDGE �374* 374' �SW/110. Vil & 7W/I 1 6/5 . Ln _c_- C:
4) AND PAWMALTE PLUS AND 1 1/4- FOR CF TAP--GMP ANCHORS COWTRUCTIOM SAFETY AT SITE IS THE CONTRACTOR'S RESPONSORay T - - Do'* - .Deal - 750' - 0 I - <
I � - , OF PANEL '. _: - I ""'t .:, - , .310' 25 1/.,.-20. 304 ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS le & 9 V) . -
I I - --- J I -S saruo Rlx�m -_ --- - F041 WOOD SEE SECTIONS ON SHEETS 10 A, 11 - - -
STU 0 HALL HE PRIAMED 1/4" 0-20 SCREWS USED SMALL ENE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. 407 375 T3 - _S 3: M
A.2) CALX-IN & SOLIO-SET ANCHORS SMALL HE EMBEDDED 7/8- 94TO THE POURED CONCRETE NO EMBEDMENT INTO (�) THIS PRODUCT EVALUATION DOCUMENT WILL HE CONSIDERED INVAI IF MODIFIED. - ' I T114-1 W. I ill&�� 12 1/2- O'C' < 6-
. I- - 1 7 _; "."' -� � - I I
ND CC MIS VIM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFX PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE L 'IDISY .,- I' I 6'I - I ' I I -)
OJT I" ENGINICE Or RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE 1 .390' 1 � 1.67 ' -1
WITH WING NUTS� t - D I .063' -I,- R L. 1.500 - (D -0
A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. MCCO OR AVOID BOARDS BE FOUND ON, THE PEO FNQWER. SHALL SUBMIT TO THIS LATTER THE SrTE SPECIFIC DRAWINGS FOR REVIEW LOCATION AT '. 3: > 0 W
PROPER OUSE OF IMF PT 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE � 4U'. HOLE FOR - - - --I . .,I . ",I,,. 1 015' 7!5O' LS J)& Ili) ELEVATION (1) >
_
-
EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH eVEAY PAWL OINKLAP 957* . I I I �., I Gm* I - -_ � I I I ' . c n
I - 0115, N.T.S,
PANELS ANCHORAGE (A) THIS P F 0 SMALL SLAR THE DATE A40 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 1 .054, � - D
ENGINEER Of RECORD THAT PREPARED II - > . � TI)
SMALL BE AS MEWIONAEO IN A 1) AND IN A 2) 7.000' (�) KEY HOLIE WASHER 125ro - 2,000' - - - (TYP1 �: r ) - = >-,
(8) !0,"Ir��ff - B; Xi, WALL A5rNS_-_N, 14 SHUTTER MANUFACTURER'S LABEL SMALL HE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' kft,. GAP - ,
/4 . UHM AS MANUFACTURED BY L T. W BLKLOEX� INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL - :.063' (�) 'F* TRACK ANGLE (R 3/8" "r TRACK M FLAT RATE 2.1117' > i I cl__ -0
--"/A- 0 It 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC (MAN, C-1600 p) SMALL HE PLACED FOR EVERY OPENNIG, LABEUNG TO COMPLY WITH! SECTION 17091 2 OF ,HE D.03ma- (W�..) 094, 414, WIT)i STUD (� OVERLAR -1 WHOLE WALLM -� - .. - I - �_ C
/.,. � 3/4� SOUO-5Et ANCHORS, AS DISTRISUTEID By ALL PONT SCREW. BOLT & SPECALFT CO FLORIDA BUILDING CODE GALVANIZED STEEL. ��44"± Xt.1"Iff"Id,
I - - - I ". .—A -
(MIN, C I BUD P .) _DPAINING SMALL ONLY HE USED 10 I - is' LOW, � I;!�*k lit TIQ7,N, — �6 ,'�, 5 0
-
- 114- 0 PANELMATE FEMALL ID AND PANELMATT PLUS ANCHORS. AS MANUFACTURED By ELCO CONISTRIUCIION "lite, N PER%AffS IN THE STATE OF FLORIDA - I , 1�1 I - ... * ... ,��77""� 7-1� /""\ /-\ \ /_\ A �
"'IIIIIII, "et, Em 063 ENS,&' ,../IN, c: L) .=
IPRODU IS (ARM V-2071 P.A.,) - I "� . '061 . -
/4* OCCF TAP -CAP ANCHORS. AS MANUFACrURFD BY TRU-FAST CORPORATION " , .- __ 'I$' .. \ -
_ ,0 - T14ZIYN 1 38"s .875'0 1/4' " \-r/ , __/ \--r/ \-/ \--/ I -e 3
#',VR1 "', $ , ,--,-8" 4�, --�c '*. .. .....,
I Z MAK. CAP N. - " _0
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8 1) MRN1MVM EMBEDWEN OF TAPCON ANCHORS. ELCO PANELMATES AND rF TAP-GFVP ANCHOR. I , �� ----- \�C& FLORIDA BUILDING CODE (High Vee;ocity Hur Icons �, ��j *0 = . :*1 ..... -
.
WO THE COIP ` , '_ No. 44167 1
' - . ..... A- *- ./_�, Zone) , 375' . . __(� ..... -7 :_
. - "I'!" - Z . .
BLOCK UNIT SMALL . , � I = *: 1111, : - FLORIDA BUILDING CODE (High Velocity . -
BE I I/-- 4? .., .. 1 - N.TDOP. - 20 GAGE GALVANIZED STEEL STORM PANEL 11 � I, - - I I ". Form. . Hur cons Zone), (� .. FN -.. FLORIDA BUILDING CODE (High Velocity Hu conet zone), - L ,I--
' &__., ' -IM
167 ' PANIN in" 1i - IZTA OF : .
.. S I - .063,- Tee A�TICC MICKIEL 03GE OF PAWL E'al,l 20 GAGE GALVANIZED STEEL STORM PANEL FP IN, __ : N 44167 , I ol"I'D 'I'm INC. 20 GAGE GALVIURZED STEEL STORM PANEL 11
INTO STUCC SHLAU. BE PERMITTED, ?/A- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINH r : . O%WAN Il,
O� GLOBAL MTEC KEY HOLE I 0"' III, :* -
EXIST. I MINIMUM FOR WALLS W74 NO STUCCO *� I 1%l4%* ', ..... - - --- -, . I- -_
S I`% STA OF - J S, - GLOBAL PROTECTION PRODUCTS, I.A.C. ' SECTION A - ME III, ". - _ /211111-
AND - �__ _- - 110 - - 11 - - AT PANE 151, O_- � 0 RATE - GLOBAL PROTECTION PRODUCTS, I.I.C. "DATE
". -.. 0 T1 OP, - A.A. I DA'AL, , - , , , , . Q10D ". 51 STFW N TS. St �p ATE b%- ... . T
0�_.' -"6 44111V `�' "'N"' ""O" "" / 1JE—CO..r.
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B.2) CALK -IN At SOUD-SET ANCHORS SHA.1 BE EMBEDDED 7/11- INIO THE CONCRETE BLOCK UNIT, No Eve , . - t AD' .125- - 75. JL ED WIND NUT -S, , �t I . .. �
Mum SHOULMO / TION MDUCM. U.C. "" I R �.-
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N.L olttg - ___IAP -1 20-176 -,,,'o 'i3*: -, AWMA-M, 20-176
k< _- ! . - I -�- , A ---- -I- - 'e,H ,iNM)._.m 2. (1) 2"X7"X I /4' / TILUT � TiLUT TESTING a cmaommion CO.~ MRAD &*� 51 STREET
, ... At� n.! �N M . DANAN, � ALTERNIATIVIDLY. LOSE WRING NUT W/OUT //' -----I- _& �m CIAN"A'AY . 0. DAVIE. n_ 1"11
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i IDING, , - I - - 1 7/8-ft3/32- WASHER (STAKILESS " DRAWING W _�� ORt ORRINAND, .:
. �1, .�,IjE . MONOLITHIC WASHER IX/ ADDITIONAL
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I It, - ..NN . - 11 — STEEL ON NICKEL PLATO STIM.). OL ;;� ��.- W= TLUT ... FL imi n` STM 62J
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iNSTALLATiON
INTO EXISTING
DETAILS
POURED
FOR REGULAR PANELSPI,
CONCRETE OR CONCRETE
& CIA
BLOCK STRUCTURES GoADRER, ANDANDIRS,
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CONCRETE ANCHORS 11�
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SAIIH ma MALO,
sell. 777
SPLIT STORM PANEL ELEVATION
ELEVATION SECT40H Y-y
SCALE '/4--1- SCALE 1/4--l- SCALE I/Ir-1-
DETAL 2
MULLION SCHEDULIE
MARKS GOHGAI ui�
NLOARED m- MILLION REDARED MI
I SPAN Ft) TLIK MIALUDN
0"II
-...=P-.- > 4--6- To 3'-W 2' . 4' . 1/8* 1�7
2* . 5', 1/9'.
To GI 2* . 4' . 1/4*
SECTIONS,
a. *cm s k 9) W-10' TO a'-(r 2" . V . III No. 44167
A
FLORIDA BUILDING CODE (Nigh Velocity Hu
amammmuk w- 20 GAGE GALVANIZED STEEL STORM PANEL
SECTION I
SCALE 3/9-1-
PROTECTION PRODUCTS. LLC.
I CAN ALSO K DISTALLED IN STORIL PANI ON TOP 11LIECO....\GLO"L
DRUM SO THAT IT IS LOI TOP ON 90TTOW OF OFIDer TLLIT TC�TN�Jft LPIPPROSSINS cowAWV DI FL =1
BOTTOM AX-eII-
CONE PANEL OPEN" W/ TUBE TOP & BOTTOM) -am rI 'I a"
likil-ILIRwklglollkmo131till�Vio]ZAZI w;i:m!m_ In) WME,
M1 im
�1-14-=
IAPPR--
0, LOW I
WALL MOUNTM
INSTALLATICIN --ALUMAM MN
SCALL' 1/4' - I-
WALL MOUNTING
DWALLATM - ALTERMAN&
SCALE- 1/4- - I -
NOTES
1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
UP TO + 55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B".
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOULAL
NOTE FOR COMBINATION OF SECTI
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
11145FAILICATICIM - AUIERMATIVIE AW IWALIAUM - ALTERNAITIVIE
(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4'- 1*
A.S.D. DESIGN PRESSURE RATING)
111011 1/4* 1*
FLQQR MIQLWTING
INSTALLATION - SECTMK "W
SCALE' 1/4- - 1-
CONCRETE ANCHORS CONCRETE ANCHORS MR CONCRETE ANCHM, SEE SCHEDLU ON SHEET 14;
(SEE SC"I (SEE SCHEDULE FOR WOOD SCREW SEX SECTION ON SHUT 15
SHI 1. 111 1w/15
1w/15
A 2/4. 2A/I 3/4 OR 4/4 1. 2 W.
PI CONCRETE Ne,
Povxm coACRm
wou"m
-T I] I I I I Ff 11 I
I-sm scmmku a-
so"DOLILE (E (.fn" (#4mwR
ii-I
sI40 1. -svARI
10. RII:
To GLASS TO GLASS 7
;Z*j,3 31*
IS 'yn
-sm e 12 'T"GIc. STUD 6 12 117 O.0
5/r MAI, (CASE I
GASE e-
(S� GET (sm GET 2/'
Low"'
END RNELS) 121
777! ThUi I/ 14
2/ 1 -- / -. (wusout LocAnim
f AT END PA."
RI
*A 2/4 2AA 3/4 4/4 +11, 2'& �W/15 +1, Z & IW/15
ALTERNATE LOCATION
ON UI SAFETY PANEL L.-
- w/No LIFE SAFETY PANELS U)CATm OF LIFE (SEE Nam IBI
1- REG" PANELS W/ OR
SAFETY PANEL
WIO REGULAR TRACKS (SEE I
LmoFE
-vl BE o. LAST PANEL To . INSIALUED a
CONCRETE ANCHORS 4� SAFETY P. PANEL
m opa" SMALL
(SEE SCHEDUILE ON AI BE
SHEVI A OPTION #1 FOR WEE WETY STORM TO IJAI"l
c-
J-,-- PANEL(l) & (11A TO SE PWNLED OR RDI FROM woor
OF STRUCTURE.
(SEE
'.) -------- ED,_ ELEVATION
WALL MOUNTING INSTALLATIO XALL NO FLOOR MOUNIM INSTALLATION SCALE 3/32--1-
SECTION 1 SCALE: 3/8" - I' - SECTION 2 SCALE: 3/8* wp
NOTES ON In SAFETY STORM PANEL SYSTEM lKWALLATION, �q
1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST PANEL)
OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PI d�T
LIFE SAM PANELS MAY OR WAY NOT Of 067ALLED ADJACENT TO REGULAR PANELS SEE mart I)
CW/ OR W/O REGULAR TRACKS)
Z Uff S SECTION B-1
PANEL CONSISTS OF 0,03 GALVANIZED STEEL STORM PANEL AS
PER SHEET 2 OF DRAWING. SCALE 3/32--f-
CC�a
THIS P ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
STRUCTURE.
3, LIFE SAFETY PAND. REQUIRES 70P TRACK TO BE COMPONEKTO& BOTTOM TRACK TO
K COUPON 4DAS PER SHEET 2 OF THUS DRAWHNG.
COMPONENT BE NSTALUED WALL OR FLOOR MOUNTED FDULOWING SECTIONS I A N S"
XqyAS SHM
2 ON THIS WELL AS DETAILS I Bt 2 ON 14.
FLORIDA BUILDING CODE (High Velocity Mu Gone ZOne)
4. V.. LENGTH FOR COMPONENT 9D Is 15'. = : am"N' lxxm PIC,
III ANCHOR SPACING FOR cow"4ENT 4)ANcHoRArE AT sarom is GIVEN ON a : 20 GAGE GALVANIZED STEEL STORM PANEL F.P
SCHEDULES J,& 2 . SHM 14. cc I
z * %.
COMPONENT MAY BE PERMANENT OR REMOVABLE.
GLOBAL PROTECTION PRODUCTS,
5. SEE DETAILS MR INSTALLATION INTO WOOD FRAME BUIUDOCS ON SHEET 15. IN ASOO SIR 51 $Tw
6, SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 20-176
ONN LAI PHONE, (04
PACEIRS AT TRACKS INSTALLED AD4ACEWT AND BEYOND TO S7UCCO/W003 BANDS, OeQ
F-z----
HnE I
FMD� XAIT
MAXIMUM A.S.D. DESIGN POUSURE RATING (p.m.f.) AND CORRESPONDING
MAXIMUM PANEL LENGTH "L" SCHEDULE
ONLY FOR PANI A (j) AS PER SECTIONS I THIRD 10, ON PAU, 4. 5 a 6)
wxwm X=
r2v� I=
';EI
TO CII
.55-5, -72.0 7'-** Olt LESS 2 1/0 INOMYO
I THRU 5 k 7
.3". -7LD �7*-S' To al -a" M- 2 3/.- UNIX=
I THIN 5 IS 7
-55.0. -72.0 W-11' TO 11'-2* V� 2 'Ir 'GTAIAI�
6
-40.0 12'-' OR LESS 3 1/2' IN=
T "MI
& 9 k 10
MAXIMUM A.S.D.
1/4*0-20,1* S1 " A OMn 9 01 * VNIUMIN OF PAMIL
DESIGN PRESSURE RATING (R.ml AND CORRESMNDING
MAXIMUM
ANCHOR
SPACING
SCHEDULE FOR REGULAR STORM PANELS(j)& Q INSTALLATIONS
INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
COLO ONLY FOR PANI (D& @ IWALIATIONS AS PER SECTIONS I THIRD 7. ON SHEETS 4 At 5)
VAXASA ALSO.
MAXIMUM AIIONING VACM FOR LO. - 3 'Ir -
DESIGH TAPCON
cr IMI CALI pmdLwm FOI a ANALEALAT, ;�La-
APPUGARLJ TO
SECTIONS " & I - -
PRESSURE TO
TO TO
1 UDI V (m)
PAI (A.1) To M"M DIKO M
TO COICIRETE To CONCNM CONCRETE TO coomm CONCRETE
Imm 8, SLOO.
THEM
%/A
R/A N/A 6" ./A AI
WA
I (TOP)
3.
H/A 141A Ar S.
(BOTTOM)
N/A
N/A "1 1. NIA 1. NIA r
H/A
2 (TI
N/A
III H/A 6. H/A N/A
N/A
2 (WIT130
.55.5. -72- N/A
N/A k/A N/- N/A 0.
IL/A
3 k 4 (TOP) r-S' OR LESS
OR as$
N/A -/A
6.
(BOTTOM,
N/A
H/A ./A N/A
./A
7 (TOP)
B. 5'
V. /A
./A ./A
12 1/2- 1 1/.' 12 1/2- a
SEE 9401171; 10 a I I FOR MICHOIM TIPE A LINE" FOR WSTALLATCOLS 'RO 1000 "WAS
WINSAL 440M SPAOM AMD � EDGE DWANCE ARE MOCILTED ON THIG SCHEDIAL MR LD, LESS
THAN WWAID GH MOSELLE MEXICE ANCHOR 91 BIT MILL"I SPACRO SHM ON SCHEDULE W
THE FMLMM FUCTIONS. FOR INS 04XVM TO ME POSSIBLE IMUCM P0000 DEMARCO USING FACTOR
SHALI. NOT ME LESS THAM SP%CbQ WI MR ECK ANCHOR WK AT ANOMM LtOD�.
II Ile.
ISLI
FI a ALAS
3 1
All
2 VI
3
FLORIDA BUILDING CODE (Ilfigh Velocity Nu cons Zone)
1 3
I mm WA am =ewe
1 No. 1
20 GAGE GALVANIZED STEEL STORM PI
V
GLOBAL PROTECTION PRODUCTS,
11LIEC 0....
Le
[4167
%b;, . 10 A
. .....
4m te. 51 $TRW
too C O.W. n- =I.
&X7
�.i
eft. ePRAL A. .1. PHOHIL 1AX, (won -am
Lee
20-176
LM . 5/- LOW WAS$ KO" INSTALLATION
O.0 FOR
DETAILS FOR REGULAR PANELsnj
& CIA
0�1/4'
_6
PAMEL UDIOIHS LIP TO 040 a
INTO
EXISTING WOOD STRUCTURES
FOR LEMPHS UP TO -8, LAW. OR
&OR
A. . PANIUMILIT "AS
C eRTH I
z1w 'F LENMM UP
M"�
-10 'r-r
we 0
41 1=32PI
a r at
ED
ED
to!
ED
100
-J4-
ALTERNATWE I W
ALTERNATIVE 2W
SCALE 3/sI
SCALE 3/8-1-
SEE SCHMULE
am SHW a
FOR WS,
su SC.I ON III I
'on
to GLASS,
Av S
SEPAPAIII
10 GLASS
INER, 7
ED'
1
E 0
a
ED
ED
to E.j
WT7/2'
ED:
ED,
1/4 LD. 5111' Low DRAW BUSHING
W1 1/4-0-20MI S4 WIL 0 6 1/4 0 C
FOR PANIC. DOWNS UP TO S'-O` AND 6
D.C. no LDCI)s UP To e'-Ir III-
-0- PAR =10 PAI FEMALI 0 ON
2 PLUS * 12 1
NURSING /r a C. WITH I
ALTERNATIVE
ALTERNAI 4W
112- WII, T WIM poolymk7" a
'*'a, or EXISTIM WOOD PLATE FOR
2'�' "ATE
SCALE 3/8-l'
SCALE 3/5-1-
ALL LDSGIHS LIP TO W-r M-
*E
WOOD FRAME
DIRECT MOU 0 INSTALLATION
CONDITIONS k 995RIE15 M
__ . __ __ _R_ _MS
NOTE : SHUT" TRACKS NOT SHOWN FOR CLARITY
SCALE 3/6-1-
SCALE 3/0-1-
FOR WITH AI DESIGN
N'. T!4/N,-
/9� !1�
1. INSTALLATIONS ARE ONLY VALID BUILDINGS LOADS
UP 70 .55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'
!LI C'ENse'-...
Ny
FLORIDA BUILDING CODE (109h Velocity Nu Icon* Zone)
2. FOR NEW WOOD FRAME CONSTRUCTION; WOW MEMBERS 10 BE SOUTHERN
s
am ALTOM.
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLLAL
tio.
20 GAGE GALVANIZED STEEL STORM PAWL
ry
amew III
z
GLOBAL. PROTECTION PRODUCTS. I.I.C.
am:
TuAir Turnma a m� z6w�
Q00 SI 51 SrRW
MI n- 33314
COMBINED IN ANY WAY TO SUIT ANY
. ......
- � - MR.
am-
PHONE CW
20-176
INSTALLATION.
x
,=,am
i
CANSPI
I m
-"IT 1 110 1 P.E.
-m.
F09
-AT Dz
STUDS 0 EVERY
OVERLAP
(12 1/2- D.C.)
TO HOLD PANEL
1100909EMELO
a-/,1/4-1 SEE SEE INTERTOR PANEL \-END PAI
- l- - 'OR M-
OR DIRECT MOUNT ANCHOR WHOR
SPACING SFACM
DETAIL I : WA STALLATION (APPUCABLE TO SCHEDULE 1)
SCAI.E. 3/16- - I -
MAXIMUM A.S.D. RE RATING (R.2.f.) AND
CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (11) FOR
INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
SCHEDULE A I , M W/ WALL MOUNT CONDITIONS TOP k BOTTOM *1 ED. - .3 1/2* -
57UOS 0 EVEJ
(12 1/2- a C
TO HOLD PAN
5/8: Mak (CASE 1)
3 MI (CASE 1)
mAmmum "a.
DESIGN
PRESSLIKf)
OF SLA-Bee
GAI
Mft.X FEXAE 0
Peaeat RA
To
Imcnoms 0 4
commmuoRm
OF THEM
mAmSHALL P.
LENGTH v (m)
__ _MJaOk
CRETE
To
To
COHICRETE
To
To
CONCRETE:
TO
To
CONCRETE
To
m
EAGCX
Co"c'"
OIL=
CONCRETE
sLou
co"CRETT
K=
cow"
aick
t,
I /A
N/A
N/A
S.
N/A
s'
N/A
6
N/A
1 2 (TOP)
.55.0. -72.0
1-
..
B.
2'
9'
o'
1.
9,
9"
BOTTOM)
5*--C* OR LESS
N/A
N/A
N/A
B.
N/A
'.
N/A
11'
N/A
1 1, 2 (TOP)
.55.10 -77.G
9.
5'
9'
o'
9"
7 1/2'
9'
9.
1 (BOTTOM)
To I.-,.
+S&D -72.0
1.
N/A
N/A
N/A
1 6-
1 N/A
1 6-
N/A
N/A
I & 2 (TOP)
17'-6- 10 W-B*
r
4"
9'
6'
1 9'
1 V
1 11-
1 9-
1 8-
V
I (BOTTOM)
uAmem AlLO
DESIGN
PRESSURE
R%TM (.-I'l
AK I MAX, 9 111 w FBI TIV OF A004
CGE A (Mm 0 -V XI, rKM 1OP Of ALI
APPLICABLE TO
C'."O=
SE At
OF THEM
MAXIMUM PANEL
LENGTH 'L' (n.)
LA;�?t GMjr-IN
--i-m
mw r4.
or CO, �3
CONCRETE CONCRETE
+49.2 -61.5
4 1/2- 4 1/2-
2 (BOTTOM)
7-6- O=sS
+52.8 -81
3" 3'
4' 4 .
2 (BOTTOM)
7--6- OR LESS
+55-0 -72.0
2 1/2' 2 1/2*
4 3 1/2-
2 (BOTTOM)
7'-G' OR LESS
-
1 1/2 2 1/2
N/A N/A
TO Al'-
1.115!9
_72!(
.
1 N/A N/A
3. 3
t
2 jlo.:Z)
[;7�-6.*
'a
11111111111111
1/4' SEE I Sa �I INTERIOR PANEL - END PANEL
SCHEDULE SG"EGDUE '
#2 FOR - #2 FOR - 3'
M.. AMC" M- ANCHOR
SPACING SPACING
DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 2
SCAI- 31141' - I -
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDIN
MAXIMUM PANEL LENGTH "L." SCHEDU
(APPLICABLE ONLY TO SECTIONS I La-EGIL-LIM-3 STORM PARE,
SYSTEM ON SHEET 13L
N
No. 44167
APRIL
m GLASS
SEE SHEET 15 FOR ANCHORS FIVE At SPACING FOR MISIALLATIONI NTO Woola 110I BMI
MRSAW ANCHOR SPACOM AW) �Xee- ENCE OWANCE ARE 0HOCIkYED ON THS SCHEDIALIL FOR
ED. UMS PA)CAM ON SO4ME MM" ANCHOR SII BY NILATIPI SPI900
SHOW" ON SCHNI By THE FOUAI FACTORS, FOR THIS ONDIAMON TO K POSSRALL
REDUCED SPACROG OVAND '"4 FACTOR SMALL NOT BE LESS THAN � 2PM3W
WDCXED FOR EACH AACHIA TTRE M ANCHORS LEGEND.
Ile.
1/4.
1/41.
No= vft
-�Q
PU -
GNP-
3
3
3
3
2,/2
3
3
1
1
3
3
3
31/2
31/2
4
AWJL FA OW UMNO
New
2 /r
3*
All. 3111-
FLORIDA
.MAXIMUM
A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM
SPACING SCHEDULE FOR REGULAR STORM PANELS d) & a INSTALIATIONS
INTO EXISTING CONCREIE A CONCRETE BLOCK STRUCTURES
CVALJO ONLY FOR PANELS (DIBI&INSIALLATIONS AS PER SECTIONS I THIRD 10. ON SHEETIS 4. 5 A: 0)
ANCHOR
WAXMN ANCHM SPOCM FOR E.D. - 3 I/r -
MAXI
AALO. DESIGN
TAPCON
OF TAP-ORf`
CALK-44
PAMELIATE FEIMLE ID
PANEUMNE FILMS
SOLID SET
APPLICABLE TO
SE f & MAXIMUM PANEL
PRESSI
To
To
TO
TO
To
To
Aw Cl,� LENGTH 'L' (ft.)
MIXING
TO CONCRETE CONCIRM
TO CONCRETE CONCRETE
TO CONCRETE
CONCRETE
TO CONCRETE
CONCRETE
TO COHCRII
CONCRETE
TO CONCRETE
OF ININ
BLOCK
BLOCK
BLOCK
BLOCK
BLOCK
SLIOD.
N/A
N/A
N/A
a'
N/A
S*
N/A
a'
N/A
N/A
N/A
1 (TOP)
6
4
N/A
N/A
6"
a
6'
S,
5
N/A
N/A
I BOTTOM)
6
N/A
MIA
N/A
S.
N/A
6-
N/A
N/A
N/A
N/A
2 (TOP)
N/A
M/A
N/A
6*
N/A
5'
N/A
s'
N/A
N/A
N/A
2 (BOI
.56.5, -72.0
111.
N/A
N/A
N/A
6"
N/A
N/A
S'
N/A
N/A
N/A
3 & 4 (TOP) >r-5' TO 8*-B'
OR LESS
6.
4'
N/A
N/A
5.
a.
6'
S*
N/A
N/A
3 (BOTTOM)
s'
N/A
N/A
N/A
6.
N/A
N/A
N/A
N/A
N/A
7 (TOP)
4'
N/A
N/A
6.
5.
S.
6.
6'
6
N/A
N/A
4 k 7 (BOTTOM)
N/A
N/A
12 1/2-
6 1/4
12 1/2-
6 114-
6 1/4-
6 1/4-
5 1/4'
6 1/4-
N/A
N/A
5 (TOP/BOTTOM),
+50.0, -53.3
N/A
N/A
12 1/2-
5 1/4'
12 '/2- 1
6 1/4-
1 6 1/4*
6 1/4'
6 1/4-
6 1/4-
N/A
N/A
6 (TOP/1SOTTOM) >8'-8- TO ll'-2-
+55.0, -72.0
N/A
N/A
5 1/4�
N/A
6 1/4*
N/A
6 1/4"
6 1/4*
6 1/4-
6 1/4-
N/A
N/A
6 (TOP/BOTTOM) >II M ll'-2'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
6 1/4'
6 1/4-
6 1/4-
6 1/4-
9. 10 (TOP)
+431L -48.0
4
N/A
N/A
N/A
N/A
N/A
N/A
6'
6"
6 1/4-
6 1/4-
a (Borrow)
OR LESS
-- --
- 12'-4' OR LESS
S"
4-
N/A
N/A
N/A
N/A
/A
N /A
6"
S'
6 1/4-
6 1 4
9 (BOTTOM)
N/A
I N/A
I N/A
N/A I
N/A
N/A
N/A
N/A
1 6 1/4- 1
6 1/4-
6 1/4' 1
6 1/4-
1 10 (BOTTOM)
SEE SHEETS 106 11 AND 12 FOR ANCHORS TYPE At SPACING FOR 651hLIATIONS Wm WOOD PRIME BULDM
mommum ANCHOR SPIAMNOS AM NORMAL EDGE OSTANCE ARE
TWA NOICATC) ON SOMU REGILDE ANCHOR SPACING BY
SIDICAM ON THMS SCHEDIALE. MR E-D. LESS
MULTIPLYWO SPACING SHOW OIL SDH�LE Iff
THE FOLLOWI FACTOR& FOR THIS
OPERATION TO K POSSIBLE, REDUCED SPACING OBTANED
LUC FACTOR
SI HOT SE LESS THAN MONISM
SPACING MANDATED FOR EACH MICHOR TYPE AT ANCHORS LECIDI
MICH= Tm
UP-400P ,DWI a ALLS
CALIII
SOLID -SET
MAI, AND= SpAcea CI
3
2 1/2
NAN,
3
3
3
31/2
3
3 1/2
1
FLORIDA BUILDING CODE (NIgh Velocity Nu Gone Zone)
ACUL Kim. am me"
IF A C 1 0 R
NO.
4187
.2= TXTI PIC.
20 GAGE GALVANIZED STEEL STORM PANEL
FP
Cow W-
2 1
r
-
GLDBAL. PROTECTION PRODUCTS. I.I.C.
51 SISIXT
Z��--�
- QL`1,-
3
GO
DII,
4800 Lw.
OW- 11. LM14
20-176
SHOW (234)098,-754& F- (W)NO�m
WAI
V,4/SOMnPKtVAU
P 1.
INSTALLATION
i T
DETAILS FOR REGULAR PANELS(l)
INTO EX!STING WOOD STRUCTURES
a IJA
PLUS
/3"
_44 -10 PANI PLUS
5 f/4- D.0 W/ 1 7/5-
TO
THREADED PENETRATION TO
DOSTING WOOD MEADER
EVI WOOD WADER
EXMTING WOOD HEADER
voc 0.
V-0-
new PLO IS
2.
TWA)
a 'pr
WOOD HEADER
WOOD HEADS REWIRED
KOUNtm
-0
G
sur SMEDLRI ON
SEE SCHURRE ON
ME Soto"
'"E" a
FOR MI
LASS
e GLASS.
SHI S
fmmm - swummulm
TO CUBA
FOR
i.
M- PANEL LENGTH
(SEE MOTE 1)
hM. PANEL LENGTH
(SEE molt 1) S.
M
-�,PANI LENGTH
EE NOTE 1)
.1%ro.= 7
vem, OMINAP
0 now A.
I
501
SON
or 10
OF IL
MAY
; OF-L
q MAX
VIC "Aff
EL 00, Me a
0 12 I1r 0C.
2�x4* WOOD PLATE 2'.4' WOOD eLoK
REOLLARM REWIRED
2*.4" WOOD PLATE
REQUIRED
MN GED
PENEMATION AT
ANDWIDTH OF PLATE
MID VIRGIN OF PLATE
1/4'0 LAG 0
V D.C. STAGGERED el
UIATIM
AT MOWUN OF PLATE
DIRECT MOUNT
WALE 3/8-t-
-NNW INSTALLATION piREcT
MOUNT NO
�L� 199W
INSTALLATION
SCALE 3/8-1-
SCALE 3/5-1*
I OR ALTERNATIVES Be. 9W B, IOW ONLY VAUD FOR
AI DESIGN �OADS UP TO +43.8, -48.0 p.s.f. AND
N. TIL17
UP 10 12 * -4
F FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
P, SPECIFIC DENI OF 0.55 OR EOUAL.
FLORNDA BUILDING CODE (High Velocliy Nu one Zoins)
NOTE FOR COMaNAUM
No. 416T
.2020 ?LIM. 20 GAGE GAILVANIZED STEEL STORM PANEL
TOP & BOTTOM MOUNTINGS CAN BE
a-. s
GLOBAL PROTECTION PRODUCTS, U.C.
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
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INSTALLATION DETAILS
FOR OPTION f I FOR
LIFE
SAFETY STORM PANEL
SYSTEM
1/.-. Do SIGNERS 0 r ac, -/
INTO EXISTING WOOD
STRUCTURES
T101 MI THRADED VEMENATION
DUSTM 1000 HEADS
EJ
7,
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sm mur 2*
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& ANCHOR LOCATION
P,Xuwn MAX q r mc / , , -
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WOAM PENEMPON 10 DMI
m: SHUFFOR MOM NOT SHOWN MR CIAN'Tr
WALL MOUNTING INSLLTIO
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SI
1
No
FLORIDA BUILDING CODE (Ilfigh VI Nu cone Zone)
I ASTALLATIONS ARE ONLY VALID FOR BARAPAM WITH ASA DESIGN LOADS UP TO
TR
S. sl Of
20 GAGE GALVANIZED STEEL STORM PANEL
+55.5. -72.0 pot AND PANELS LENGTH UP TO 8'-B'.
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DATE
I FOR PEW WOOD FRAME CONSTRUMM WOOD UPAKRS TO K SOUnCM
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SCALE 2,57W ow 040I i9l M SAFETY IANO-------------- EXTERIOR L
SECTION A -A
SCALE 31IC-1-
MAXIMUM KS-D.
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MI NIMUM SEPARATION
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DESIGN PRESSURE
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MAX.
PANEL LENGTH
(SEE SCHEDULE)
FLORIDA BUILDING CODE
14* TAPCOk ANCHORS
INSTALLATION DETAILS FOR
INTQ EXISTING POURED
Y4- TAPCON ANCHORS
OPTION
CONCRETE
92 FOR LIFE
OR CONCRETE
SAFETY STORM
BLOCK STRUCTURES
1/4' TAPCOW A104M
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WALL MOUNTING INSTALLATION
SELTJON 38
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WALL MMMING INSTALLAIMN
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0 REGULAR PANEL
SCALE 3/s._1 .
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MINIMUM A40OR SPACINGS AMD WOE DGWICE AM INDICATED ON INS
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MULTIPLYING SPACPIQ SHOWN ON SCHEDULE
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BY THIR FOLLOOM FACT=. MR TM OPERATION TO X POSSGUL RMUDED
SPACK OBDOU USM FACTOR SMALL NOT BE TWA MINNUM SPACVC INDICATED
FOR EACH *VCHDR TYK ON TAB SCHEMILE
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POURED CONCRETE
OR CONCRETE 11LOCK
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0 6 1/4" Oz.
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REOUNFIED
WALL MOUNTM INSTALLATION
SECTION SA
0 REGULAR PMEL
SCALE 3/0--l-
su sHw It a 20 POP ANCHOMS TYPE
No= "PIT
SPACING FOR MU�704 INTO WOW
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MULTIPLY04 SPACING, SHOWN, ON SCHEDULE
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3/32' WING NUT WASHIM
(BEYOND)
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WALL MOUI INSTALLATION
SECTION 50
0 UFE SAFETY PANEL
SCALE 3/8'-i*
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INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM GIOMIERM. INDIES, VAM IE-7 H" STOM PANIEL SYSTIEM
INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z MARC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN B.1) LANIMUld EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMAIT PLUS MID CONCRETE
ACCORDANCE WITH THE 2020 (7th EDITION) OF T14E FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4-,
DESIGN WIND LOADS SMALL K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, -0 X 7/8* CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE.
B.2) MNWWUM EMBEDMENT 1/4
OW HEADER FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHIMERS WILL BE INSTALLED AND VNTDOF
7 GUM411DER FOR A DiREC71COMLITY FACTOR Kd.0,55. USING ASCE 7- 1 6 AND SMALL NOT EXCEED THE NAKIMUM (A.S.D.) POO EMBEDMENT ANY FINISH I"TERIAL SMALL BE PERMITTED.
I I-0 TAPCOM 0 6- D.C. DESCH PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) To
1/4 ENGAGE 3/4' ONTO ANCHORS.
-44,061TAPCON 0 a, Cc, W4,-#,TAPCDN 0 r Oc W�4'10 TAPCON 0 C D.C. P" IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
T�:%. THREADED W"
/2- wei THREAM MK THREADED P T;:N. THREADED
IAT WOOD I IN ORDER 8-3) IN CASE THAT PRECAST STOW. 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
PENETRATION AT WOOD PENETRATION AT 11000 HEADS AT WOW SMALL BE FIRST REDUCED TO A.S.0, DESIGN WIND LOADS BY MULTIPLYING THEM By 0.6 To
t, I . MERGER HEADER TO COMPARE THESE III MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 III 26. ANCHONS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KMVND Su P HEADS NEWS HEADER CH AWLS ANCHORA"
SKILL BE AS MENTIONED IN 8-1) AND 04 B.2).
RISE NOT OVER STRESSED, A 3M INCREASE
:NN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS ESI
-Q meow 1/2'
1/2' 8980 1/4, 1 12, i/4- 11/4 11/4- ALUMABLE STRESS MR WIND LOADS WAS bM USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS Sam M_ IIDETERMINED IN ACCORDANCE WITH NO.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMINIENDATIORS AND SPECIFICATIONS OF THE ANCHOR'S
2- MANUFACTURER.
WOOD HEADER STORM PAI ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
REOUIRED PORT 1 2032. AS PROTOCOLS TAS-201. 11 IT SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNOWSS Or THE STRUCTIURE WHERE SHILITTER REGUIRED I
THE ABOVE MENTIONED CODE AS PER FENESTRATION TESIM LABORATORY. INC. RE
2 AND TAS-203 TO BE ATTACH D TO INSURE PROPER ANCHOWA. INTS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 9`Nj -C
2. TTASS SYSTEM HAS SUN DESIGNED TO BE INVALLED ON THE OUTSIDE OF THE OPENING ACCESSING T14E OPENING FROM THE OR WOOD FRAME BUILDINGS. > 0
WOOD ME
2- IINSIDE W/O THE USE OF A LADDER OR UI THIS APPLICATION IS VALID WHEN INSTALLATION 5 ATTENDED TO BE POWORNEED FROM THE INSIDE OF STRUCTURE. t2. THE 06TALLATIDN CONTRACTOR IS To SEAL/CNULK ALL SHUTTER COMPONENT EDGES WHICH RENI IN CONTINUOUS 0
EXISTING SCAIPAGN EXISTING CONTACT WITH THE BUILDING TO PREVENT WIND/FUNN INTRUSION. CA" AND SEAL SHUTTER TRACKS ALL MM14D FULL co
LENGTH.
%, CAM I SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURM TO BE agy 90*001 M.. CLASS 0111 to PANEL PANEL LENGTH (ut IcwDUJL PERFORMED FROM THE INSIDE Or STRUCTURE- *L, Mem. EXISTING 13 STORM PANEL INSTALLATION 94AU COMPLY NTH SPECS INDICATED IN TRIS MW44G MUG ANY BUILDING AMU ZONING (SEE NM I BELOW) S_ 0. *w Is)
PM40L LENGTH (SEE NOME I OW)W) REGULA71ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. X
PAROL LENGTH %, M 4. SERIES 2DOO INSTALLATION 15 APPLWA13LE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOSS STYLE WINDOWS WHEN
EXISTING- (SEE NON I BROW) (SEE M(TR I BELOW) M INSTALLATION 6 REQUIRED TO BE PERFORMED FROM T14E INSIDE OF STRUCTUIRE 14 ATRIUM WINDOWS AND DOORS, PC, E LL
PANEL LENGTH PANEL LENGTH
300MULE (SIDE Z HAW STORM PANEL SYSTEM IS PAIFIW INIBIGIN1111 v`w (SEE NOTE I BELOW) 1/4*0-20.1 IXI 19) S.S. M.S. W/ DSW a. 16) (SEE NOTE I BELOW) 5- ALL ALUMINUM EXTRUSIONS TO 13E 6084-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCLUENT (P.E.D.) PREPARED By S E is GEN AND DOES NOT
CLASS - (S ! : a-
s S .:Dii 0 L_
IGLUAS'S &s. M.S, Vill THI NGINEER ERIC PROVIDE 7/5'0 . 3/32' 7/11��3/3r F S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-1414 4 .
WIND NUFT 7/8'0 . 3/32 -4 I INFORMATION OR A SITE SPECIFIC PROJECT; i WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E-D. WNW NUT LOY
6. (b) CONTRACTOR TO BE RESPONSfBUE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
-it DIED HI DOES NOT DEIATE FROM THE CONDITIONS DETAILED ON CI TAIPCON , I
0 IM
1/4'0 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL ASTM A-653 GRADE 50 Mii,I.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O. PROM
6. DES04ATION W/Fy. 58.5 No (AFTER ROLLED) THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. C:
I'D.C. W/, 1/2 THREADED - I j (1)
PENETRATION AT S. ALLSCREVVS TO BE STAINLESS STEEL 304 OR 319 JUSI SERIES OR CORROSION RESISTANT CCATED CAR13ON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED III IF iI .45 mowcrN OF PLATEf ED
SOO 8 W/ 50 kmi YIELD STRENGTH AND 90 ki TENSILE VWj#GTM & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. DOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. W17H 36 k., MINIMUM YIELD STRENGTH. 13ECOME THE ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHO VVILL BE RESPONSIBLE FOR THE PROPER 10 ANICHORS TO VIIALL SMALL BE AS FOLLOWS, USE OF TH P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO <
ISUBMIT TO THIS LATTER THE SITE SPECJFIC DRAWINGS FOR REVIEW THE P.E 0. ENGINEER. 94ALL I(A) < DI (s) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG Co. 114 NATURE OF THE PROFESSIONAL ENGINEER OF ___ - - m - 1/4-0 TAPCON ANCHORS AS MMUFACTLMED BY I.TW. BUTUDEX, INC, (MIN. f'3122 p.s.i.) RECORD THAT PREPARED IT ED M.s. W/ ED aM.S. W/ ED 1/4' SOX 7/8& CAL.9-IN ANCHORS, AS MANUFACTURED BrY DEWALT INC. (MIN. V3000 p�.Q '5
CONT. ,ww,,. - C 7/5-W/32- ROAD NO 014- 1 PANCLUATE FEMALE TO & PANELMAITE PLUS ANCHORS, AS MANUFACTURED BY ELM CONSTRUCTION PRO 16, STORM PANEL MANUFACTURER LABEL SKql BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 1,711r. 3/32' WHO NUT 3/32' WM /2: O_ I WASHER (BEYOND) 3350 P-1) DUCTS. ACCORDANCE WITH SECTION 1709.9.3,OF FLORIDA BUI CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING I I LABELING TO COMPLY WITH 709.9.2 OF THE FLORIDA BUILDING CODE WASHER 0 12 $/2' O.C, RM *-.9" WYOND) I- I C. >
0 9, C, -_ __4' '- , 3/31* WIND .1 F P .1 . I T/B /8*0 V32- WING NUT ALI) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4 AND 2 OR ANEUMATE
STUO) 2-.- WOOD PLATE 2".4' WOOD PLATE OF PLATE WASHER 0 6 1/4- QC REQUIRED WASHER 0 (BEYOND) FEMALE 1D & PANELMATE PLUSL THREADED REOLAW.0
MIDWOTH ='�IrAT A' T=&AWM PLATE A2) MINIMUM EMBEDMENT OF i/4*o x 7/8' CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCIPM, NO EMBEDMENT INTO > OF PLAn OF PLATE f14-10 PANEUMATE 1 #14-10 PANEUMATE t 1/4- 0-20 SS SIDEWALK BDLTS USED SMALL BE LONG ENOUGM(SHOUTLD ANY FINISH MATERLAL EXIST) TO ENGAGE c:
0 ANY FINISH MATERIAL SMALL K PERMITTED.
PLATE PLATE 0 6 TIK)�4�. 4* D.C. =8 - C", Q�ED INSTALLATION WALL MOU)MNG MWALLATION MIN Mel. TON 1/4'
Auftv� AT WVMDTH OF PLAI AT MQWOETA1H=0F PLATE INTO AOICHORS. 0 0
WALL bMMTMG *MnALLATMN WAILI WOUkWNQ I REGULAR EL 19 AL3) IN CAM THAT PRECAST STORE. PRECAST CONCRETE PAWLS. OR PAVERS BE FOUND ON 7,iE EXISTING WALL OR
SCALE 3/8--i- NY PANEL fikw eaffiftmPANIEL 0 MRIMWIMMIEL SCALE 3/8--1- WALL I&MNG IN I ATION WALL FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL I ALTERNATIVE RAW BE AS MENTINED IN A, I) AND IN Al). .I SCALE 3/8--i C)
SCALE 3/8 UrE SAFM PANEL 4-
.. ... 0 REGULAR PANFL ...... 01 No. 44 I . - rP N"_ 67 ui
SCALE 3/8--l- SCALE 3/8'-I" (0) TO EXISTING CONCIRETE BLOCK WAi, FLORIDA BUILDING CODE (High VVilocity FLORIDA BUILDING CODE (109h Velocity Nu Can* Zono)l I. INSTALLATIONS ARE ONL WALD FOR BUILDINGS WITH A.S.O. DESIGN LOADS Nu cam Zons)l - 1/4- 0 TAPCON ANCHORS AS MMUFACTURED BY IT.W, BUTLOII INC, FLORIDA BUILDING CODE (High Velocity Hu one Zone).
UP TO .551. -73LO PSFYAM PANELs LENGTH UP TO W-11' 157 S .2m m�. 11011m, V2010 YLWCQ W_
44167 20 GAGE GALVAMZ rp BY�/4' 0 X 7/8� CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (f150D p.m.;.) rp
MEMOSS TO K SOUTHERN 20 GAGE GALVANIZED STEEL STORM PANEL C ED STEEL STORM PANEL --f 4-10 PANEUVATE FEMALE ID AND PANELMOTE PLUS ANCHORS. AS MANUFACTURED ITT ELCO CONSTFILICTON 4a 20 GAGE GALVANIZED STEEL STORM PANEL 2. FOR NEW WOOD FAME CONSTRUCTON, I juSTALLATIONS ARE ONLY VALID FOR BUNUDINGS WITH A.S.D. DESIGN LOADS PRODLXTS (rm-2071 p.m.;,) 07/M/IM UP TV .55.5. -72.0 PST AND PANEL'S LENGTH UP TO W-11' PNE MD. 2. W/ SPECIFIC DENSITY Or 0.56 OR EQUAL 'It ATE ROM PROTECTM
ROTECTM PRODUCTS, LW. GLOBAL PROTECTION PRODUCTS, LLC. PRODUCTS. MC.
11LIEC0,111c. GLOBAL P 2. FOR NEW WOOD FRAME C0067RUCTIC41:010000 MEMBERS To K SOUTHERN _� 4 51 snw
ME NO. 2, W/ SPECIFIC D s1p 11LIEC0,14C Stw , �, ONAL FL ENSM OF .55 OR EQUAL
3=14 20-176 11-4 .. ....... DI FL 333ijNm4Nmm
tft-)�lsw FAX: ("-)ND-M _z!%:19t& 7 76 gkVR4900M 20-176
Wommem; OR� NI -z am -_ )M-nft SO,,"amotw/om - 1 - -.1 - I - IIM.1 I - 11 IE_ !n Iwym A. 'UP P, Pl� MAL/�TUW,/WE DEk/Dwnw/c.TE F09 �nwn VIRUS F09 jM V1
COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS /24 (� man 2 BELON) INSTALLAION R AILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
(SCALE 1/2-l) V/24 1. r4/24 1/0111V0000.0 NOTE 2 KLOW) 3* Mo. 2'/2410, V/24 ON
ENCH . T MR colckm licon SET ft !� I PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
IS.5 r r@ saffe)
3'- MWL 0014CMITTE "CHIPS; "773- M..
ON Ists: sommu C. VmVw 2S)
- 2,591*- or M_ SEE SECMM ON SOW IS AT 2 V.. za=_
-2.591' ft omcm ot-M -06-
15. 1 96- (TOTAL WON) 2_210`-� = .m
aI4 4 ON 20 12.500" (EFFECTIVE WIDTH) Ii 2.250' 1/2 4 Cn 1350,_ v b .075' 2-500' (D
I.075' IDow' M, THICK 3.500, TM 2.500' REAMED T \t2 II WVKR x w-re -, - - PAMELI PA, IAM A-653 am NOTE 2. 3. 4 aaAw $III VOTE 2. 3. 4 804& SEE 4 7 GRACE 50 MINIMUM MAX J 5 aim L - ------ ----------- I3/Ir aI�_2.470*--J 2w, MICK 10*44/1.4 W/ .3 WNGNUIS GALVANUMED STEEL EDGE 2-470' 2.244' (D 2.000- -2*, II.3 ImPaRVAS T STOR'd PANEL 40 2 -L' 7 IV- CBBBBB gEvrgsrp VVuVV TRACK i4 i Hi i i i I' I'll, !1 1�. I i I 0
REVERSED *h' TRACK ki 11111 11 X so.umus i I
I SEE NOTE 4 BELOW ',� ' I P*WLWTE (Tv.) ON, 25 SHUT " I - - - 1 111- -_
UPL-3-- ANCHORS, SIX 3_ 2. IFOR SCHIMM ON 41,
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TRACKS AT TOP & PANELMATE PLUS OR 15* LONG (1). DEVNM9N_jQE__SENCL=: E - Z HARD STORM PANEL SYSTE CORI OF PANEL BOTTOM III PARELNUITM Taw, M Dorl. TRACKS TOP At 9OrTOM_ (2). END PANELS SMALL ALWAYS BE CONNECTED To )T WALL By MEANS OF 0, - LOW, At !IOI�..ENO PANELS J" TRACK PANE ER 2"W(Was.) ALUM, ANGIE BE CONNECTED TO BOTTOM TRACK O"HERVIRSE A STOP BAR PANELVATES OR IF 4 I 1 (2),IrD PANELS SMALL ALWAYS �;�F DID: �4 MIDE SMALL BE P AT TOP OF SUCH PANELS. SMALL BE CONNi�,Fjll" L) cD
.�. 1�1 4.bl 212 125" ARE CONNECTED TO BOTTOM TRACK. CONNECTOR SHALL CONSIST OF YANG ART OR I4;Z-(2Ox. EPT AS WALL AN DIRECT NTING *W, IIr.c. Cn
DESCRIBED ON 3) OI t
6061-TS Mon. ALLOY (3) IF END PANELS"O"DED (&C 1/4-1".3/4 M.S. I/ 7le /T32� INDUS NO OR 1/4-ft3/4- kfi�. THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LC%CTRA%,T AT WALL III= INST, SECTM 2'
INTO TAPPED BOTTOM AC =,a OF FASTENERS MAY III AT EITHER OF TWO END PANELS ARE NOT CONNECTED TO BOTTOM X STOP BAR AMMEM11 FLOOR TO CIE11LING MOFbMINIG INST. BUILD -Out G INST, PANEL BU -_ 0 SCALE 3/8.1* MOUNT!
EXTERIOR FLAT . OF END (gMS0LL E ROWDED AT TOP OF SUCH PANELS. BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AM SOME INTERICIR PANELS ARE DIRECTLY SCALE 3/bi* SECTMIN 3' SECTION 4'
IS ONLY THAT TTOTI __@ SCALE 3/11-1- SCALE 3/8. I -
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1
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I
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4
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, ! I I 8 1 .
L '* - -
M-Ut Sj= ll�,: .C%. . .
��/4*
� I 1,250
-:�Cj12kr1.GURAEG ; - ' M' - I 1,
TE I -- � "
TH OF PLATE AT SORES 20DO --4: �
-:�
OR FLAT OR ON EDGE I , - 11' . - 4
�- 'A .00� . g�2TW * Rl� W/ 7/5*#,,i/32'
- X. -PENE -1-2 �,
1.
I I � 1'. cc
MATCH IT RAI 1�4
UN G .-
""tam
I=
� ---- , -- ; -11 I I � � I I I "--,/.-. LAG SCREWS 4 r ot IN/
IV,,, (Tu44* = 1 /4-* LAC N a 6, cc W/
I I- -1 1/2' Re. IM PENETRATION 142"V. THREADED PENETRATION
-r W� - (Ig44'
G wF.ow, REQUIRED ALTER 2-V . * M P`An
OR ON EDGE L I 11 2',, MGODFRAT
%m
I't'AWTOR 0. EKWe"
SCALE 1/4-.1, 1 � I - 1� TATE OwoLon
- I
ALTERNATIVE I N , � . . � I BUIL.5��ING
SCALE 1/4'�I' ,
---- , . R I
, 0 INTING
NOTES I j ALTERPRIATIVE 4"W
� - 1�1 ; , 1%,JjjWI
I *wAUATRa.s ARE Ol&Y VALID FOR BUILDINGS WITH AS,D, DESIGN LOADS - , - - SCALE i/4--l-
,
UR TO +66D, -75,3 PAR AND PANEL'S LENGTH UP TO 5'-10* Ef �-- 7� ii I o ...... 01,1101 7"AALIERHATIVE ,Vw
I
* , *�
Z FOR NEW WOOD FRIUAIE C . WOOD ME S To BE SOUTHERN 3t- - Irr , �i�. �J� 1. ,
oNSTRUCT o "B"' - _ ', ,C 1/4*. I'
PINE No Z W/ SPECIFIC DENSITY OR .55 OR EQUAL ..
;�
, . .
_ �CEN �f�,��
,L�;' I I t
_ .. FLORIDA BUILDING CODE (High Velocity Hu Cone Zone)
. . .
. 59-11=�
-:
MORE L� _ . i
. : No. 4 ;15T ` S RoRT,R mnm INC
,
-rma-
F1
. 20 GAGE GALVANIZED STEEL STORM PANEL
SEE S2CSj, AMC REOUNM�M FOR TV � -�- I-- = 11r: I :*i ORAIM 1,
I
,mu C m rRAC.S
OR 20%; OA§r.��.
low IES INSTAIIATION WIRE ON z � . �-
� S TAT OF �, ' - "'l 1:�� -
_ --
i -&--. - -> GLOBAL PROTECTION PRODUCTS, U.C. -'.'�'-
. - _ -
- 11LIEC0.114c
....�'LO "
ff�l
MCITT . �Ii,
Reat, SIR. 5 SIACTT
.
..... . , W,o;� "LLI'l D.1L I -
. ic"o, -/ -�. 20-176
== k ANCHOR LOCATION
TOP (AN MR, -.--oRlRRN,..-. 'MOMIL (�)M-l�� F. ")M�79,
, -�o
, , � 'L oz.
WAY To SUIT ANY 06TAUATM K COMBINED IN ANY I SCALE 1/1' . I' 1, L /' -- No. - (ARR -.1.1
,TARRING
[
.= �0.06?14 M.i Mo.
SMUTTER TRACRlS MGT S-OWN FOR CUARIT, PRAUAE/�`! -1m k TLUI 1,. 11, WWA m - 1 - 1 -
.. -- I I . ! . +�-�n WIN
- --
.
vi;�:,�gmjlzlxkiefz":; - , M
�TIA(CA-1:411:1.1
IIIIII741 I'm cTTq,.4--wwi1 ;0
MAXIMUM PANEL LENGTH
"L+' OR 'L-" (ft.) 0
MAXIAN A.&D.
DESIGN
PRESSURE RATING
(P.S.I.) I. Re -)
CONCRETE & WOOD
INSIALLATIONIS t
L+
I L
2aO
w-01
�
1 12�0,_
-
210
P2,-O,
1 Ir-4, 1
-
JaO
-
I I �-#'
lo'-#'
n 0
10'-10'
10'-O'
AIL 0
to,- I *
#,-4,
.10
0'-6*
Il'-9,
- ---
Sao
-
sr-11
-
J!'",
---
56.0
� -- ---
-
81-7*
-
I.-O.
-
8��
-
r-7'
----W-0-
$5.0
a.-O.
- --
,.�'.
r-.*
-
7;:F I
-----.
70.0
710
I.-,.
-- --
fi�lo'
&GO
7'-2-
-
ff'-r
BIG
7'-O'
,;-,.
90.0
#�V'
V-2*
6*-#'
6,-O,
I !.%a
- 6--s.
I.
1--z-0-
i
I I rs.o
I
I r IV 6
I
SINGLE PANELS (-J) RESTRAINED AT EACH
END WITH TRACKS M. 114) - a k 2111 D. M..(�), (�). (
C&IND"' -
MAXIMU PANEL LENGTH (�)- @ IT, 9
+MO "L-' (ft.) 0
MAXIMUM &S.D.
DESIGN
PRESSURE RATING
(P. 0 I+ - -)
CONCRETE A WOOD
INSTALLATIONS t
20LO
?4'-4-
1 Ix-o*
25.0
12�10'
IV-7,
.10.0
". .
W'-7'
3&0 -
to'-117'
a,-#*
4ao
1. .
$'-21
45.0
p'-Il
8,-r
-
Sao
11�7'
-
f,-2,
-- -- --
510
8,-J-
-
r-jR,
�
doo
-
or-ol
r-s*
---------
WO
7*-81
--
70.0
--
7'-Sl
-r-r--
6'-??^ 1
-
710
-
71-2*
0*-8,
III&O
r-o*
8*-S'
85.0
?-a.
f.-3-
Palo
01-01
61-1.
950
6'-7*
-
5--'O-
-
100.0
S.-J.
31-r
6,-J*
3'-4"
110.0
-
5*-?'
115.0
-
T
Too.$
---
I .., I
MINIMUM SEPARATION TO GLASS SCHEDULE
MIRAMAR
PANEL LENGTH
- -----
WIND SPEW 1 1710 ;;7.�
-
WIND SPEED R, 170 .4.1,
C.)
UNRESTRAINED
. I RESTRA1010
- ---
UNRESTRAINED
RESTRAINED
30 OR LESS
I'
1.
a.
6 1/4-
-
�33 TO 90
I.
I .
7 1/2-
7 1/2-
0 I 5
I*
I"
-
7 1/2'
-
7 /2-
�O114
[�o
> I To a
UINIUUU PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION
TOP
BOTTOM
DIRECT
MOUNT
HEADER
I -
. .
u
MEADOR
l.S'XIS
SIIJO
ANGLE
Ir
TRACK
BUQUo-OUT
`F��
OULD-aff
� TACK
A.,
-
DOW WOUINT'
46'
1.
32'
.- . ......
'.
'.
-,=L
50'
50'
U4
I Z'XI.5' STUD ANGLE
'.
- -
32'
32'
32,
42'
'.
1.
ns
-r TRACK
55'
'.
'.
42'
67"
00'
W.
-
RIL
So.
M.
I K�T
Se-
60'
'.
K
I
.
1.
32*
1 32,
1.
1 Sa"
I 1.
I ".
.A.
I
+ 2/4 1/4. 3/4, 4/5, 5/5 & 6/5
1W16. 2W/G. 3W/7 & 4W/7
3, MAX ANCHORS (SEE SCHEDULE ON 3* Mm
- I' MAN. I -- SHEETS 1. 10 &I I) - - -1 - - -- -- - --- I" MAN. -
- - - -- --
6 a " , 0 6
� �
- -
! F- T -1 - --I- - t- -I - - - - - r -I - , -F- - r- T I ,- , ' r- r-i--T-r--I-7-7-r--I 4- - -- -j
I I I I I I I 1 I 1 I i I t i I 1 i I I t-
I
� I
1 , - I
[ 11-1 J 1J J I - -1 1 1 I- , � I I LLLLI 11 ILL IJ I a I
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- --.-- I I
ii
I i - :1
,IV- ��- I I '' I&-, - - - I - -- I -1 - �- r- - i g
� BOLTED PANELS W/ -
(SEE SECTIONS AS I I _S.S M'S . SOLT W/ 47 ,T�,Vmulp�
APPLICABLE) , ' I 1 i (SEE SECTIONS AS AIPPLICABLE) � I
I UIMIOLTED PANELS � � I r -'-' I I
I I I . " - i I I I I I I
I - I I � 1 � ! I � 1 ]I I I
, I 1 �' , � 1 . . I
I � I I I I r 9
I � 1 1 i I ! I I , , I � I � � , , .
! ;I I � i I I
D.M..(�), - - � J ---i I i i I , - 4-1- - - - - - I - � I -�i - - I -
0 -1 L 0 141 1 ,4 i-. I L4 . 4d, 9 - - ! , I
@C1q4
) r MIN. - ; ' 5 & 6/i " MIN'
- r MAX 1-0,2/4 1/4, 3/4, 4/5, �/
L*111110/6. 2W/6, 3W/7 & 4W/7
- - ---- -ANCHORS (SIR SCHEDULE ON SHEETS 9. 10 &IT) -- -
L (f) ELEVATION I
2-687' NJ�S. /4- 11- GAP
(MIN. OVERLAP -1 WHOLE WILUM :
r
- -----
- `L'I/allc\ - 711341 11 I - I /-,Z 7BINT- /-\ii
I
- I �� I - (�
N.T.S.
-
4OTM
[1) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE &SD. DESIGN UOAJD�
L MAX- ALLOWABLE PANEL LENGTH Poll A DRIVEN NEGATIVE A,S.D, DESIGN LOW.
(2) PROCEDURE TO WONK MAXIMUM PANEL LENGTH:
GMEw A POSITME A.S.O. DESIGN LORD, DETERMINE MARTIM PO4L LENGTH 'L.' FROM SCHEDULE
GIVEN A NEGATIVE A.SLa DESIGN LOAD DEM'U" MAXIMUM PANEL LENGTH 'L-* FROM SCHEDULE
FINAL MAXAM ALLOWABLE PANEL LENGTH 05 EQUAL TO THE ANNO OVOUNM PANEL LENGTH
Kmm 'L+' AND 'L-'.
13)
. SEE SCHEDLIUE 9111CIN FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION-
SWAIAMG AMID WOW ARE UMITED TO t 95 P.Lf MAX A.SD. ill" PRESSURE I"
I
10 11 I I ICA MAI- A-S. . DOM LEADS 11 -. PANEL LENGTHS FOR I
�f D
.
. .='=.I SPACER 64 IS USED
Ill: :
: -
I..
.44167 %. 1.
* : 11 I
TATE OF '�� :�f �. ,
-
� 1%1" INC. :
-
T17E C 0 �.c.
�
11 CAM GALVANIZED STEEL STORM PANEL
I .I.
GLOBAL PROTECTION PRODUCTS, U.C.1
- -
"`:,,�
-
� O�,'.-
.
-W��,
,
A4101) SIR, 51 srom
IMMIL. FL.
_I= ,
- - . �
-
�?-t.-� �,-,/�/,��-
MA... - AL. - ,L ...
p"I 110""I-1-
333,
)M-7$W I- I
. ,WK (M.F.M....
0-1715
F.
.-
N I
�
--
.
INSTALLABON DETAILS FOR REGULAR PANEL (1
� INTO WOOD STRUCTURES . -
--
7- - - I - " - 117 - - 11 - --- --- T ----W- 11- - - ---...-- I -I
1, , ; I I SEPMATIORI 'a)
l�, I
, , - -, I .,
- - " � VICIOD ANCHM I I - - - i
� - � 1 � r- - TO MASS. -
�
I , � 1 - I �
I 1� :
/11 � � I (SEE SCHEDULE ON ,� I i 1 20.1' : (SEE SCHEDULE IT
I . SHEET I 1) I ON SHEET 3) - --
- - 4) It HEART WIL'S _V��
,
, � - ,
, 1
, , - , I , -- - ,w a I/.- " 1. - - - - ! I
��, !��
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, �Vk
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. I I : I I I , 11 um;m 00 r-r
I I I I , , p , I I ,:; -- - I *L, Mall.
I I I /' I r !,I JL , ; I -I PANEL LENGTH
mslh� � �- -
-
WOW HEADER .'. , I� (i) WOW ANCHORS 11. I r 1 I I (SEE SCHEDULE
, -- ' ----
REQUIRED ,�
1, tSEE I ---
/, . . 1 1/4* SCHEDULE ON 1 , , ;1 � I - - :�4�=- - -- --- ON SHEET le
I
'1� 5ME 11) 01 SPACER
4 MAX. ) eiii EP :2 R I SO,
,�� =11000111 0 1. 1 m
pu -k:
I � - SPACER _ : --T OF 1.
I
1 I
11 1 2� 1 I I WOOD HEADER- -- I ". I ED F.- , 11 ,- LENGTH MAX.
/I : I
�
// AR �., I REQUIRED . i� "I I
/ . � ..
11 I - - - - --::=-)
.. ,' r , :
I'/ / I I I , LL . I ; , T ED I -- - -
I , 17- , I . I I'll - I
, : . , . ---- i- -I
I I 17 -_.@I' MAX. LONG ALUMINUM SPACERS 0 12 1/2-
, � I
: I D.C. (SEE TABU 11 ON SHEET I Ij
11
MR.. : (:D
I SEPARATION I 'L* VAX. I : 1" I �, , , 11 SEE NOTE - BELOW FOR LIMITATIONS FOR
'" I I i/2' LONG SLEEVES.
TO GLASS-
PANEL - I I I . ,
- I PANEL LENGTH I : � �
!-( SEE SCHIEDUIF
(SEE SCHEDURUE I (SEE SCHEEKAF I , , I MATE FEMALE TO OR PANEL MATE
ON SHEET 3) :
ON
I I ON SHEET 3) 1-1 - - I SHEET 3) -PANE1
"A,
I ! I PLUS (SEE SCHEOILAS ON SHEET 11)
ll`A�o
�
", . I � i
I i um., : 1: ,
,I
1 9' 1 Jim Fam �r-lr) i ' I - -
V I Leaw EXISTING 2*x4" WOOD - - - I
'" - -- I S.=
I GLASS I (SEE SCRIEDULLE - PLATE REQUIRED
1 - -T
��,!
: r ON SHEET 3) 1 DIRECT MOUNT W/ SPACER a
- -, -r---L--1 I * I -
I V . .I- - - a - - '*' ALTERNATIVE 2Vr
1 I 1 SCALE 3/8� I"
(a)
: -
5CRz I 1, I 1 0 12 1/2- D.C. SEE ON SHEET I I FOR MAX, PANEL LENGTHS &
:1 612L�(l
; of . L . .. �� .0 DESIGN LOADS FOR THIS INSTALLATION.
I
I I um ED . I
1 0 " Ij
(i�
� I . I If6 I I
, , � ' 0 12 1/2' OC --
I -3 4* 11�
, - - I I 1�
E6- 1, -- �: I -.
11 b . �
:
. , ! I �,
I- ,- - -0*=p p �- I - - "'O'C'S * * am -!
*-
to ! i -j I STAGGERED W/ STUD
�
I - (SEE SCHEDULE ON SPACER RA MY BE I llr LONG ff:
I-,
2'.4" WOOD . . I I I 1: I SKEET I 1) (I) .6tvm� a LIMITED To A ama smaltv amm.0 MIN IT-V
I *111m. MAIR MAN MXOF Milan " 6 A MNMVM FROM ANY
i I
I
. . I Maine HMO OWAXMY POWO a" 24MT 11). !
PLATE REQUIFIED ' ' �. � WOOD ANCHORS I I- MIN. sawernom TO oumm INDICATED 1 � 2'.4* WOOD
� i STAGGERED W1 STUD
ON Mo 3 To I/ a , f
I .. - PIATE REQUIRED (2) ANCHORS OOM TOM COMPONENT IIA "a MATE FEMAILE 10 09 I
!� �
(SEE SCHEDULE ON too AS TNE%Lc=mow .-� PMEL RATE PLUS) MRALL RE VINCED WAMM AT 6 '/A- D.C.
I I i SKET I 1) tow -um Reno I . MIN 4 A ONS"BCnOm rNOM 12 lIr oz SPACING AUDM ON
. (1) VPJO" ASO on" Pfal9m $HIM #)�
11 .
� FARM IS +011. -ft II-1, i (3) MAX 24 GAGE PANEL LOON 6 IWO 10 W a ANY OPENING �
1 -- --- 1- me 6 A msnwr4N I. LMM PANEL LENGTHS ALLOWED ON
" L 11. SCHEDULE, Tow Ill. I
1 12) MRXMUw SIM PANEL LENGTH 0 WALL MOUIRMNG I DIRECT MOUNT �
; I
V � -) 1 Iff I= WAM IRA SMALL K AS liDOM ON
I ALTERNATIVE 2W C DOWN"On
I
WALL MOUNTING I SIM PANEL THSTALLARON 6 ONLY
IS, I I/r UT MIM " Re ORLY
ALTERNATIVE i R00 AN CWM WOW FRAME WA� SCALE 3/8-1- 111011301F 2 AM 314 - RY -
I I .-F6 00 i
-m
smi 3/8-,- 1 0) INSTALLATION VALID ONLY FOR � I . E-tM WEVOW AND YNE 2m Cm 0"00 or THE FLORIDA,
1 BUILDING CODE
I
� I- i 0 �:. !,
DOM 1. I lb 3 PER AMW E i "" :�,41*� Rl�
�\ i
...
A"Pr!"" �/,
`\AEN
NOTES:* �
Iti%�� FLORI A BUILDING CODE (Non High Velocity Hur cons Zone)
I �
NOTE FOR COMBINATION OF SECTION : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.0, z : � TRA= INC. FA
DESIGN PRESSURE RAT114G (p.s. I) AND PANEL LENGTHS 2 . No. 44167 '... 1 24 GAGE GALVANIZED STEEL SYORM PANEL
2 III: . - all- W.
* .*1 --
TOP & BOTTOM MOUN'TINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . Ily *
" .,,.. . - "
* -
COMBINED IN ANY WAY TO . STATE OF��. ��-
SUIT ANY ALTERNATE 2W') - . -�� 7�
�;, -,,-
INSTALLATION. . ; � �M �TEC 0 , , RE � GLOBAL PROTECTION PMUCM I=. DATIE,
1):, . "
I 2. FOR N IND 0 FRAME CONSTRUCTION: WOOD ;. IORID - RMIT &IR. 6 SIM. -
EW 0 NZ, . " -- , am .,--. - CM - )�-. ,- (W)� 20-175
,=- - - - - - M, - ,,K.e: I. IMME. R. SUTR
Nr
MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC -IUUAI RE' � -- mollwaft
, DENSITY OF 0.55 OR EQUAL. "Jift OR�0(017111 :K-:
�m 6N M.- I - -r,-
I ANI'm � 110 ... P.L -
I FLORKRA UR, i -107 I
"
I
.
GENEM NOTES
WIN SPECIFIC GRAY"
(C) 10
�0�*ftl�m Az��� `�,wftuuxx,
DMOUTWANIT (P ED�) HAS KEN VERIFIED FOR COMPLIANCE IN ACCCRDNNCE IE/A41FOEtign., . .1145".11 INC
WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE- THIS STORM PANEL SHALL HOT BE INSTALLED AT HIGH - #14-10 PO4EWATE FEMAILE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
VELOCITY HURRICANE ZONES IMIAMI-OADIE / MMARD COUNTIES). _ 1/4 0 LAG SCREWS PER ND.S
DESIGN WIND LOADS 94ALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 , 5/8' *ODD BUISKING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
SPEED AS REOVIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIWCTIOMAUITY FACTOR
K(I-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (kS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAIRCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANIELMAJE PLUS
3. 9 THRU 12 & 17, la, AND PAMELMALE FEMALE 10
IN ORDER TO YERIRY THE ABOVE CONDITION. ULTIMATE DES" WHO LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST
REDUCED TO &S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE W/ MAX, (kS.0) C 2) MINIMUM THREADED PENEIIIIINTION OF LAC SCREW. IWO T14E WC FRAME UNIT SHAILI, BE 1 1/2-. No THREADED
DESIGN PRESSURE RATINGS INDICANED ON SHEETS 3 * 9 THRU 12 AT 17, I& PENETRATION INTO STUCCO SMALL BE CONSIDETtED AS PART Of THE REQUIRED THREADED PENETRATION.
IN ORDER 10 VERIFY THAT ANCHORS ON IRS RE D AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOWABLE
STRESS FOR WIND LOADS WAS 30 USED IN THEIR ANALYSIS FASTENEFts SPACING TO WOOD HAS BEEN DETERIMNED IN C.3) MMMAJM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS INDICATED IN �IS DRAWING
ACCORDANCE WENT NDS 2018
. 5 ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SUN VER1f`IED IN ACCORDANCE WIN SECTION IW9.1.2 OF CA) MINIMUM PENETRATION OF WOOD BLISHING SKAL BE 5/8- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
T14E ABOVE MENTIONED CODE AS PER AMERICAN TEST LAO OF SOUTH FLORIDA ROPORMS 1WI4.01-01 MO #0212,02-09. AS SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS RIM NO SILK=
PER SSTO 1 2-90 Ar ASTW E 330-02 STANDARDS, AND AhIEJMCN4 TESTING LAB SWTHI FLORIDA REPORT it 1 2101-10 AS PER
TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IW4 Or THE C 5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
FLORIDA BUILDING CODE. WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
ANCHORAGE SHALL BE AS WENTlIONED IN C 1). C.2) A CA)
2 ALL ALUMINUM EXTRUSIONS TO HE GO63-TS ALLOY AND TEMPER (UNLESS OTHLWMSE NOTED) SEE 94M 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECTFICAIIONS OF THE ANCHOR'S MANUFACTURER
3 ALL ALUM114UM SHEET METAL LMED AT CLOSURES SHALL HAVE 3$05-HI4 ALLOY a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 04STAUATM DETAILS SHOWN ON SECTION 1 ITIRVILIGH 6 (SHEETS 4
4. ALL STEEL SKEET METAL PANE" S,AU, HAVE STRUCTURAL OUAU7Y STEEL ASTM A-653 GRADE 30 M114". C-00 GAjVAAIJZED TMROIUCH 5) EXCEPT THAT HEADERS Q & (D SHIMI HOT BE USED.
STEEL DESIGNATION W/FY- 912 "i (AFTER ROLLED). 9 ff SMALL Of T14E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SKITTER IS TO BE
5 ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAWRE
BUILDINGS,
50018 W/ 50 kxi YIELD STRENGTH AND 90 kM TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEC10ON
241133.4 10 EACH REGULAR STORM PANEL 110111 LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. 5. 6 AND ALTERNATIVES Re, 3W & 4W ON
SHEETS 4. 5, 6 & 7 RESPECTIVELY; SHALL KAYE A LEGIBLE AND READILY VISRALE VARKING INSTRUCTING OWNER OR TENANT TO
6 BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS 57EFL. WITH 36 k3d MINIMUM YIELD STRENGTH SECURE PANELS W" APPLICABLE REINFORCEMENT DURING PERIODS OF HVRRrANE WARNING
7 ANCHORS TO WALL SHALL BE AS FOLLOWS: I I THE INSTALLATION CONTRACTOR IS TO SEAL/CALLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
THE BUILDING To PREVENT WM/RMN INTRUSION.
(A) M --
llt;��.FACTUJRED
- 1/4'0 13Y 11.11. MJILDEX. INC. (Min. 1'3192 p .) 12, STORM PANEL INSTAIIATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
: �/4- 0 x 7/a* CALK-Im ANCHORS. AS MANUFACTURED BY DEARALT INC PROVIDED BY IKE JURYSOICT*N WHERE PERMIT IS APPLIED TO,
/4'0 � 3/4* SOUD-SFT ANCHORS AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO.
(w. f.R -3000 P..j.) 13, C.) THIS PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE fN-aRmAnON
- # 14 ,,, -LAMTE ORS MTURED By ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT; .,o. WERE THE SITE CONDITIONS DEVIATE FROM THE RE.a
- 1/4-IT ZARVIAC NAKIN ANCHORS. AS MANUCACTURED By DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
A-1) MINIMUM EMBEDMENT OF TAPED" ANCHORS IN70 POURED CONCRETE SMALL BE 1 3/*-, 2- FOR ELCO PANEI.IAkrE AND EASED ON THIS P E D PROVIDED HE/SHE DOES NOT WV%7E FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
1 3/4- FOR ZAMAC NAILIN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
&2) CKY-ft & SOUD-SET ANCHORS SMALL BE EMINEDDED 7/8' INTO THE POURLD CONCRETE. NO EMBEDMENT INTO 11) THIS PRODUCT EVALUATION DOCUMENT *11.1 BE CONSIDERED INVALID IF MODIFIED -
STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHAI-L BE 1 1/2- LONG M"WJM SHOULD STUCCO EXIST. ,d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A I'LORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
AND I' MORRALM" FOR WALLS WITH 140 STUCCO. AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER Of RECORD (EO.R) FOR THE PROJECT Mo WHO WILL BE RESPONSIBLE FOR IKE
BUY WITH WINIC NUTS PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
RE D. ENGINEER. SHAL, SUIEW TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
A, 3) IN CASE THAT PRECAST STONE. PRECAST CONCIRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHUND SUCH PANELS. (e) THIS P.E.0 SMALL SM THE DATE AND OFMNAL SEAL AND SHUMATURE OF THE PROFESSIONAL
ANCHORAGE SHALL BE AS MENTIONED IN A I) AND IN A 2). ENGINEER OF RECORD THAT PREPARED IT
(a) : 14, SHUTTER MANUFACTURRIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
- 1/4- 0 TAIRCON ANCHORS AS MANUFALIURED Err I T. IN MTAJXX, INC. PANEL SHVIIIER IN ACCORDANCE WITH SECTION 1709.9,2 OF FLORIDA BUILDING CODE. ONE LABEL
- 1/4* & - 7/8* CALK- IN ANCHORS. AS MANUFACTURED By DERVALT. INC SMALL BE PLACED FOR EVERY OPENING. LABIEUNG TO COMPLY WITH SECTION 1709.9.3 OF THE
- FLORIDA BUILDING CODE.
_ 1/4'0 X 3/4' SOLID -SET ANCHORS' AS DISTRIBUTED fry ALI POINT SCREW. SOLT & SPECIALTY CO
- #14-10 PANELMATE FOAALE 0 AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED BY EUCC CONSTRUCTION P liN1!IN
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- 1/4' 0 ZAMAC HARM ANCHORS. AS MANUFACTURED BY DEWALI, INC I ?Lp.
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AND I" MINIMUM FOR WALLS WITH NO STUCCO. S. '.. * 4--� - -,) To '-
GLOBAL
STATE - PRMCTM PRODUM, LLC.
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CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) CASE D (PLAN)
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I SURFACE LEVEL VARIATIONS WITHIN 3/4-
No, 44167 ".
z
Is FLORIDA BUILDING CODE (Mon High Votlocity Hur carm Zone)
CASE E (PLAN) CASE F (PLAN) 24 GAGE GALVANIZED STEEL STORM PANEL ly
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SCALE 1/4'-1' SCALE 1/4'- 1'
GLOBAL PROTECWN PRODUCTS, LLC. DIX
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MAX. A.S.D.
DESIGN
PRESSURE
RATIMIG
MAXN" ANCHOIRS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
APP%IBUE
AILIEFINATIVIES
Gum-ATION
THEM
MAXIMUM
PANEL
TAPICON
Lm SCREW
PANELJM0TE
FEMALE 0
PANELMATE
PLUS
"GO mstm
13-
13-
13,
13"
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13'
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is (wrium)
6 1/2"
6 1/2-
5 1/2"
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5 1/2-
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-
6 1/4'
12 1/2-
5 1/4-
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r
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.45. -45
OR
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(TOP)
13'
13.
13'
(BOTTOM)
-
6 1/2-
-
6 1/2-
__T -1/2-
6 1/2'
-
-
_
6 f/4-
12 1/2*
6 1 4'
TO
1/2"
T -1/2-
Clap)
4'-4-
4 1/2-
4 1/2'
7-
7-
(W"OM)
/2
9 1/2-
12*
11.
A-
(TOP)
13,
13,
2-
w A
SEE TABLE #I FOR MAX A.SA DESIGN LOADS & MAX. PANEL LENGTHS WEN SPACER (" IS
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 1
VAX. A-S.D.
DESIGN
PRESSURE
RATING
(P-S-f )
MAIGMUm ANCHORS SPACINO. FOR E.D. . AS SHOWN ON SHEETS 6 At 7
APPILMABLE
TO
Azr'ON
FOFTHEM
MAXIMUM
PIRSEL
LENGTH
17
TAPCON
LAG SCREW
PANELMATE
FEMALE 10
PANELM0TE
PLUS
WOOD austem
13'
13'
13'
13"
13"
is (w)
IS'
13,
13'
13-
r
is (BOTTOM)
6 1/2'
6 1/2*
6 1/2
6 1/2*
6 1/2-
2w (Top)
6 1/4'
12 1/2-
6 1/4-
2W WIT-1
S'_O
OR
LESS
Ile
a.
B.
-
is MOTM)
13
�1313*
13---
_13-
13'
>+45. -45
+ TO
75. -75
13-
13�
1 13-
4W MOTFOM)
13"
13,
13,
13.
10 .
Is (w)
13'
13,
-
13'_
-
13-
a /4-
is (BDTrov)
6 1/2-
6 1/2-
8 1/2-
6 1/2-
6 1/2'
po (TIP)
I
- - -
1 6 1/4'
12 1/2*
6 1/4
>5'-W
TO
4 1/2
5
7 1/2'
i
7 1/2--_
-
3w (TOP)
1.
1/2'
I a'
-
(BOTTOM)
13*
12"
1 13-
1 Ir
-5 1/2'
(TOP)
1
1 13*
13,
1 13'
1 13'
To'
IRS 00110M)
SEE TABU #11 FOR MAX. A.S.D. DESIGN LORDS & MAX. PANEL LENGTHS WHEN SPACER IB ISI
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
TAN F it A
A.". DESIGN LOAD
MA)IIMUM PANEL
LENGTH
40 PSF OR LESS
W-8,
> 40 PSF TO 50 PSF
W-2-
F> 50 ISF TO 60 PSF
51-10,
A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE MMALE to OR PANEL MATE PLUS
ANCHORS & W/ 0 !Dkr.M,tAQ 1/2' D.C.
INSTALLATION DETAILS
INTO POURED CONCRETE OR
FOR UEE SAFETY PANEL
C NCRETE BLOCK STRUCTURES
TAnj
1/4-0 TAPICON _ - . _g=WOL.0-10)
",10
g=FEfOU1
CONCRETE BLOCK
ANCHOR 0 9, O.C.
0
CONCRETE BLOCK
REQUIRED,
REOUNIED.
Ile
1/4-
MAX
Co.-
E.D.-
EXGTNG_j
111-SEPARATION
TO GLASS.
It
GLASS
IT
ER
'L' Max.
'L' MAX
PANEL LENGTH
6* PANEL LENGTH
(SEE ELEVATION
(SEE ELEVATION
ON SHEET 12)
014 SHEET 12)
r-SEPAPATOM,
I TO GLASS.
T
TL/2
E.D.4
OR
ELI.
=P%r
BLOCK
REOLNRED� vr Oc
CONCRETE BLOCK
REOLIFICID
i/4'v PANELUATE
1/4-0 PANELMATE
ANCHOR IS 12 1/
ANCHOR (BEYOND) St
LIWW%EL
SEE smErm is & is rom ARCHERS TYPE vAcm FOR
WALL MOUNTINGS
SCALE 3/0-l'
WArEALLATIONS KYO WOOD "I" SULOINGS.
.0"M AND" SPACWOS Alto MWWW COE DWANCE
ARE PVCM ON Tes SCHEML FDA E-M LESS THAM
"KAM ON 504MU ROXICE ANCHOR SPRCIRKI fff
MKATftYw SPACING PC" ON SCHEDULE gy THE
nxLowAa FACTORS FOR TAB OPERATION TO SE MISSILE.
RODVCED PAC" =AND usm FACTOR SHOUL "ff BE
LESS TRAIN mmemuli SPACING 04WATO " EACH ANCHOR
TYPE ON THIS SCHOKAZ�
HIMMANA,
0to P,
TRAM I
PILLAR
RICH" WOM a-) 3 3
FLORIDA BUILDING CODE (Non HIgh Velocity Hu calls Zone),
3 3
z 49-444"
is, *1
24 GAGE GALVANIZED STEEL STORM PANEL
AR-IM 3 31/2
mwm
m
�, -a*. STATE
so&% P.
ORO. IT:
W/V/2m
GLOBAL PROTECTION MMUCTS, U.C. DATE,
.... ....
Am SA I STOW
Wis. n_ M14
V.
VAN AH_ PeR -AM
PHONE. FAR It ]m 20-175
oft�m MP,
P.E. SEAL/WeRIMARE/DAIT
RE
MALTIM .,m
f ow 1. . is
MAXIMUM A.S.D. DESIGN PRESSU E RAXING (1a.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
FOR REGULAR STORM PANEL (D INSTALLAIIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAX A.S.D. MARIMUIM ANCHORS SINKNORG FOR MIN E.D. PER SCHOXILE BELOW MAXM" MAX. &S.D. MAIMMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE MAMLN
PANEL DESIGN PANEL
DESIGN SOLID -SET PANEIMATE PANIELAMTE ZAMAC-NAIUN CALK -IN LENGTH PRESSURE TAPOON I SOLID -SET PA�TE PANIELMAIE I ZAMMC-NAIUN CAUK-IN a fAN UN61H
PRESWRE RATING V
RATING FEMALE 1) PLUS FEMAJUE NO PLUS
To To To To To To 10 10 k.T5. COMBINATION TO m SO m 10 To To
CONCRETE commam = CONCIER, CONCRETE =mm DOMESSYS - ;Z1 cocwm '046 OF THEM (ft
.A=- j& = - nk _Ta Ik
13, 13' 13, -13, 13, 13' ir 13- 13' 1 r 13' 13' 1 mp) 13* ". 13' 13- 13- 13- 13- Is- 1 r I r 13- 11 t/2* I ITOP)
13- 13- 13- 3� 13- 13- 13- IS- 13- 13' 13' 13- 1 (DOTTOM) 13* 13' 13, 13* 13, 13* Or 13* Ir ir 13- 11 1/2' 1 (BOTTOM)
13- 1 V 13- 13- 13- 13- 13- 13- 13* _IY IY 13* .2 (TOP) 13, 13' 3* 13- 13- 13* Ir 13- Ir 13' v3- 11 1/2' 2 (TOP)
is, 13* 13' Is, 13, 13, 13* 13* 13' 13- IX 13- 2 (BOTTOM) 13' Ir 13' 13' 'r 13' Ir 13' 13, 13' 13- 11 1/2' 2 (BOTTOM)
-13, 13* 13, 13, 13, 13' 12r 13' Ir 13'_ 13* 13' 3 (TOP) 13* 13" 13* 13* Ir 13, 13' 13' 13- 13* 13' 11 1/2' 3 (TOP)
- - 12 1/2' t2 1/2' 6 1/4' 6 1/4' 12 1/2' 12 1/2' 6 1/4' 6 t/4" 3 (BOTTOM) OR - - 12 1/2"12 1/2* 6 1/4* 6 1/4- 12 112:11_11T - 6 1/4' 6 1/4' 3 (NOTION) Olt
173
1 3
1 3-
I_
I 3_
LESS 0. LESS
o- 0, 8* ar" a' r r 8" 1 0* 7 1/2* 4 CTOP) 8* 5 1/2', 8' S' a' S 1/2', a' 7 llr a' a, 5. 4 (rop)
ON, a' a' - 80- - r -_4 (BOTTOM)
13
I /C
13
Ir k 3' IY Ir 13, Ir 13' 13- 11 1/2-5 (TOP)
13'
ly 13* Ir 13' Ir Ir 13" 13" t3- 11 1/2' 5 (BOTTOM)
3; 13� T37 IY 13- 13- 13- 13�* 13" 13.
1� 13- 13; '3' 13, 13' 13'_ __1y_ 1Y 13- 13-
13. 13 --- --- I - 3_ I'_ w Ir 11 1/2* 6 (YOP)
13' Ir ly 13; 13- 13- 13- 13* .1 13' 13, 13* _lr 13*
.45. -45 - - 8 1/4- 6 1/4- 6 1/4' 6 1/4- I-E .45, -45 - - G 1/4
OR - To - 9 1/2- 6 1/2- 13- 5 1/2- 1 CTOP)
LESS 13* 1. 13' 10 1/2' 13' r 3. 7- 7 1/2 5 1/2 13' 4 1/2' 1 (TOP) 65. -65 13' 6. 13, 13, 13 8 1/2 13 8 1/2
13- 7- ir IS- 13- 9 1/2 13- 9 1/2 10 1/2 7 7/2 Ir r I (sorm) Ir 7 1 13- 13- 13- TO- Ir TO- IT- S' 13' 6 1/2' 1 (BOTTOM)
13' S' 13' 10 1/2' 13" 1 7' 13. r 7 1/2 5 1/2 13" 4 1/2' 2 (TOP) 13- 6- Ir t3, Ir 8 1/2' 13* a 1/2*, 2 1/2*, 8 1/2* 13' 5 1/2' 2 (TOP)
is, 1. 13' 13' 1 r 9 _L/2 I Y 9 1/2 10 1/21 7 1/2 13- 6 1/2* 2 (BOTTOM) 13* 7 1/2' 13' 13' 13- TO- I r TO- Il- S' 13- 6 llr 2 (BOTTOM)
13' 1. ls, 13, 13" 9 1/2 13' 9 112 10 1/21 7 1/2 1 r 6 I1:r 3 (TOP) >5._a 13* 17 1/2'1 13- - 13' 13' 10' 13" To' is' a. 13* 8 1/2' 3 (TOP)
- 12 1/2' 12 1/2' 6 1/4- 9 1/4- 12 1/2' 6 1/4- 5 1/4- 6 1/4- 3 (BOTTOM) 10 - - 12 1/20112 1/2" 6 1/4* 5 I/V 12 I/2'jL1Zr _4 - - is 7/4- 5 1/4-13 (BOTTOM) .To
W-l' - 5
7- 3' 3- 5 1/2- 7- 3 1/2- 8- 4- 1/2- _r T?i6m) 7�/2_ 3- So 5- 7- 4- 8- 4- 1/2- 3 L/ 2' /2" r 4 [TOP)
4
5
5
a. a. - 1. - 0* 5 1/2-1 7 1/2' 4 (BOTTOM) a. - 1. - 8. 7 1 2' 4 (90"ou)
�3 7- 13- 13" 13' 9 1/2' 130 9 13' 8 1/2* 13' 13* 13, 1 r To. I, a. 6 1/2- 5 CTCP)
13, to* it' a, 13- 6 1/2- 5 (BOTIOM)
13' 13,
1 r 13' 13" S 1/2" 13* 9 13, 6 1/2' 5 (surTom) 13' 0 I/r 13, 'a.
13. 7. __ - -E;,:z iii o
To /21 13- r 13, 13, 13, a' 13* 13, 13' 8 1/2" 13" 9 1/2' 9 1/2- 31/21'3
EYIEZI 1/4' 6 1/4& 6 1/4" A 1/4'
6 1/4-1 1/4-16 1/4-1 - I a 1/4 A m
SEE OW 11 FOR AN04M TYPE & SPACING FOR *SMLAM4 INTO WOW FIVAME PLAUINGS.
� ANCHOR SPACNM AND �A EDGE DIVAN= ME MCAID OR THIS SCMCXU FOR ED
LESS THAN MMTED ON 504EBLU REDUCE ANCHOR SPACING BY MULTIPLYNG SPACING SHOWN ON
SCHEDULE BY THE POLLO� FACTORS, FOR THIS OPIDIATON TO Is M�L REDUCED SPAC04
OBIANED URAD FACTOR SMALL NOT ME IDS THMN WWW SPACING INDICATIOD FOR EACH ARCHER TYPE
ON THIS SCHUR&E.
ANCHOR TIME
U."'m
MNSIAN M40M vocm DILI 3 3 3 3 2 'Ir 2 /2
3 'Ir 3
3 1 Ilr 3 1/2- 1117 3 I/r 4-
mmm mz =ftm (m) FACTOR
Coal _4MM,
-1.00 j Do 1,1K,
F- SpAamas ONLY -to WHEN SPACER@IS USED. SEE T_44ILE 01 FOR MAX. A.S.D.
I DESIGN LOAM & MAX PANEL LENGTHS WHEN SPACER " IS USED.
TAME 81 A
A&D. DESIGN LOAD MA)OMUQI PANEL
LENGTH
40 PSF OR LESS W-8,
* 40 PSF TO 50 PSF V-2-
* 50 PSF TO 60 PSF V-110,
A MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS
W/ SOUD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
- ANC14M (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &Is)-
3 mAx R- I A/13, R-2A/13, A-3A/14, R-18/13, R-28/13, R-39/14. Y MAIL
D.W(j). �I: . R-IAW/15. R-2AW/15. R-3AW/14. + R-19%1/15. R-28W/15. R-30W/16. I- nm I
0 0 0 0 0 0
----------------- ----------------------- ----- - ----------- 7 --- 7
L/2
1 1/4-0-20.1- &S. DOLTS WO 1.
(USE FOR PANEL LENGTH N MAX.
OVER 7'-G') PA EL LENGTH
-6,41, -40.0 P.M.
REGULAR STORM PANEL REG" ST M PANEL 8, -40.0.
(W/ OVERLAP AND PANEL LENGTH BOLT)
--- ------- 6 ------ - ------ ------- --------------- -
LIFE SAFETY FORM PANEL (w/o r_6* 0 +50-0. -54.0 R.I.
OVERLAP Me PANEL LENGTH DOLT)
A USE 2'-a . MIN. PANEL LENGTH
AT ALL mouNivics
ATSE:CO��
L/2
----- ------- -- -------
- ---- ------------ ---------------------------- ------ -
L r-ON,-* 'LF^E' ;rm I
EL BOTTOM CORNERS 0
D.M PAR I
I _OVENLAP_
or WING ABUT AT EVEMOR Lo ONG NUT AT
3. LEFT PANEL RIGHT PANEL 3 ZAZ t INSTALLATIONS ONLY V" FOR W04D
I R-W13. R-WI3. R-SA/K R-119/113. R-28/13. R-30/14. I NOR, SPEED UP TO 170
R-i*1111/115. R-2AW/15. R-SAW/16. R-IOW/15, R-28W/15. R-30W/16.
-AMCHM (SEE SECTORS & ALTEANKITIES ON SHEETS 13. 14. 15 *16) -
1/4- MAk CAP
LIFE SAEM STORM PANEL (1) ELEVATION M
REGULAR 2.657 " SCALE 1/4-. 1 REGULAR
STORM PANEL (Met, mq�e��l OtIOLE VALLEY) STORM PANEL
--- - -------------- ---------- S1 ---- ----------------- A-- -- ---------
- ---------------
MAX. 01 0C
--------------- --------- -----------
---------------
----------- Ilk
PANEL A. z
LIFE SA FLORIDA BUILDING CODE (Won High Ve1ocity Hur can* ZorI
F.P.
EXTERIOR '-."ORI 24 GAGE GALVANrZED STEEL STORM PANEL
SECTION A -A 11LIEC011111c GLOBAL PROTECT)ON PRODUCTS, U.C.
SCALE 1/4"-1* L��Yarnlms a Dommumme Im S.A. S. STOW
am z -;am r3.T`l.)..1 20-175
MARIANO w
_S.W 12 OF is
INSTALLATION DETAILS FOR WEE SAFETY PANEL (f)
INTO WOOD SIRUCTURES
-7
7
W000 HEADER WOOD WADER *ODD WADER
-RtOUfWD IFEGURED REWRED
J4'* TAPOON 1/4-# TAPOON
9, oC t D.C.
4=*o* o.c, ANCHOR 0 9' D.C.
-4)
-4)
e snobs j -00m 6 Swpbm td
1 1/4' 1 1 1/4- 1/4-
Mo. F,
"! MAIL
2" 2- 2'
'Mi
L
L L
T oi-
71=
ff VA E, oi�v
A
EHIFIH Pat, r-n PRO ?-4F)
"L' MAX 4 1, mkx.
- I v M
5- PANEL LENGTH 11 PANEL LENCTNI
(SEE ELEVATOR SEE ELEVATION
j . L PANEL 'LID"431il ON SHEET 12) 11.1 PANEL LENGTH I ON SHEET 12)
(SEE ELEVATION (SEE ELEVATION
ON SWET 12)
SEPARATIM T
I To GLASS.
SEPARATION
Tol * � 1 - (D L/2
GJAm
I To *--SEPAGRLATo
I To ASS"
@ L/2 03
17 vr
to. ED, ED.
�* _L1
2",4' woc
a ILA
PLATE
v "/41 IAPCOIM REQUIRED 4- TA71; oC.
IS r 2-.4- WCaq
=1, o c c. PLATE IJ4*# TAPOON
w/ STUD STAGGERED / REGUIRED ANCHOR is 9' OC
LA� 2'.4' WOOD
rE PLATE _j
REOLARED REQUIRED
ALTER
E "
woo &ff a "I tmg-PAIRNWEL Vom AAR a "Ll "HWOL
"wk% MONTHIGS
SCALE 3/8-1" SCALE 3/8-1-
EN FLORIDA BUILDING CODE (Ron fth Veloetty Hu cons Zone),
1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN SIDID YERm RIC_ 24 GAGE GALVANIZED STEEL STORM PANEL F,
o 44167 DAIWA vr!
PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS
P ELEVATION ON SHEET 12. 11LIECO. GLOBAL PROTECTM PRODUCTS. LLC.
ER STATEO�� *f -- - /
2. FOR NEW WOOD FRAME CONS7RUCTION; WOOD 40011 &*. 51 sTow
MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECIFIC f10R%O�W m. DNMW� n =14
ARS.. AR.-MVISAP PHONE. ( MI)", 20-175
DENSITY OF 0.55 OR EQUAL two) AH- t=u- 6�)�15w F_ Oftweet MP
NeXT 15 Or Is
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 5) INSTALLATIONS INTO CONCRETE th CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
U)
m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
MAX A.S.D. MARIMUIM ANCHORS SINKNORG FOR MIN E.D. PER SCHOXILE BELOW MAXM" MAX. &S.D. MAIMMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE MAMLN
PANEL DESIGN PANEL
DESIGN SOLID -SET PANEIMATE PANIELAMTE ZAMAC-NAIUN CALK -IN LENGTH PRESSURE TAPOON I SOLID -SET PA�TE PANIELMAIE I ZAMMC-NAIUN CAUK-IN a fAN UN61H
PRESWRE RATING V
RATING FEMALE 1) PLUS FEMAJUE NO PLUS
To To To To To To 10 10 k.T5. COMBINATION TO m SO m 10 To To
CONCRETE commam = CONCIER, CONCRETE =mm DOMESSYS - ;Z1 cocwm '046 OF THEM (ft
.A=- j& = - nk _Ta Ik
13, 13' 13, -13, 13, 13' ir 13- 13' 1 r 13' 13' 1 mp) 13* ". 13' 13- 13- 13- 13- Is- 1 r I r 13- 11 t/2* I ITOP)
13- 13- 13- 3� 13- 13- 13- IS- 13- 13' 13' 13- 1 (DOTTOM) 13* 13' 13, 13* 13, 13* Or 13* Ir ir 13- 11 1/2' 1 (BOTTOM)
13- 1 V 13- 13- 13- 13- 13- 13- 13* _IY IY 13* .2 (TOP) 13, 13' 3* 13- 13- 13* Ir 13- Ir 13' v3- 11 1/2' 2 (TOP)
is, 13* 13' Is, 13, 13, 13* 13* 13' 13- IX 13- 2 (BOTTOM) 13' Ir 13' 13' 'r 13' Ir 13' 13, 13' 13- 11 1/2' 2 (BOTTOM)
-13, 13* 13, 13, 13, 13' 12r 13' Ir 13'_ 13* 13' 3 (TOP) 13* 13" 13* 13* Ir 13, 13' 13' 13- 13* 13' 11 1/2' 3 (TOP)
- - 12 1/2' t2 1/2' 6 1/4' 6 1/4' 12 1/2' 12 1/2' 6 1/4' 6 t/4" 3 (BOTTOM) OR - - 12 1/2"12 1/2* 6 1/4* 6 1/4- 12 112:11_11T - 6 1/4' 6 1/4' 3 (NOTION) Olt
173
1 3
1 3-
I_
I 3_
LESS 0. LESS
o- 0, 8* ar" a' r r 8" 1 0* 7 1/2* 4 CTOP) 8* 5 1/2', 8' S' a' S 1/2', a' 7 llr a' a, 5. 4 (rop)
ON, a' a' - 80- - r -_4 (BOTTOM)
13
I /C
13
Ir k 3' IY Ir 13, Ir 13' 13- 11 1/2-5 (TOP)
13'
ly 13* Ir 13' Ir Ir 13" 13" t3- 11 1/2' 5 (BOTTOM)
3; 13� T37 IY 13- 13- 13- 13�* 13" 13.
1� 13- 13; '3' 13, 13' 13'_ __1y_ 1Y 13- 13-
13. 13 --- --- I - 3_ I'_ w Ir 11 1/2* 6 (YOP)
13' Ir ly 13; 13- 13- 13- 13* .1 13' 13, 13* _lr 13*
.45. -45 - - 8 1/4- 6 1/4- 6 1/4' 6 1/4- I-E .45, -45 - - G 1/4
OR - To - 9 1/2- 6 1/2- 13- 5 1/2- 1 CTOP)
LESS 13* 1. 13' 10 1/2' 13' r 3. 7- 7 1/2 5 1/2 13' 4 1/2' 1 (TOP) 65. -65 13' 6. 13, 13, 13 8 1/2 13 8 1/2
13- 7- ir IS- 13- 9 1/2 13- 9 1/2 10 1/2 7 7/2 Ir r I (sorm) Ir 7 1 13- 13- 13- TO- Ir TO- IT- S' 13' 6 1/2' 1 (BOTTOM)
13' S' 13' 10 1/2' 13" 1 7' 13. r 7 1/2 5 1/2 13" 4 1/2' 2 (TOP) 13- 6- Ir t3, Ir 8 1/2' 13* a 1/2*, 2 1/2*, 8 1/2* 13' 5 1/2' 2 (TOP)
is, 1. 13' 13' 1 r 9 _L/2 I Y 9 1/2 10 1/21 7 1/2 13- 6 1/2* 2 (BOTTOM) 13* 7 1/2' 13' 13' 13- TO- I r TO- Il- S' 13- 6 llr 2 (BOTTOM)
13' 1. ls, 13, 13" 9 1/2 13' 9 112 10 1/21 7 1/2 1 r 6 I1:r 3 (TOP) >5._a 13* 17 1/2'1 13- - 13' 13' 10' 13" To' is' a. 13* 8 1/2' 3 (TOP)
- 12 1/2' 12 1/2' 6 1/4- 9 1/4- 12 1/2' 6 1/4- 5 1/4- 6 1/4- 3 (BOTTOM) 10 - - 12 1/20112 1/2" 6 1/4* 5 I/V 12 I/2'jL1Zr _4 - - is 7/4- 5 1/4-13 (BOTTOM) .To
W-l' - 5
7- 3' 3- 5 1/2- 7- 3 1/2- 8- 4- 1/2- _r T?i6m) 7�/2_ 3- So 5- 7- 4- 8- 4- 1/2- 3 L/ 2' /2" r 4 [TOP)
4
5
5
a. a. - 1. - 0* 5 1/2-1 7 1/2' 4 (BOTTOM) a. - 1. - 8. 7 1 2' 4 (90"ou)
�3 7- 13- 13" 13' 9 1/2' 130 9 13' 8 1/2* 13' 13* 13, 1 r To. I, a. 6 1/2- 5 CTCP)
13, to* it' a, 13- 6 1/2- 5 (BOTIOM)
13' 13,
1 r 13' 13" S 1/2" 13* 9 13, 6 1/2' 5 (surTom) 13' 0 I/r 13, 'a.
13. 7. __ - -E;,:z iii o
To /21 13- r 13, 13, 13, a' 13* 13, 13' 8 1/2" 13" 9 1/2' 9 1/2- 31/21'3
EYIEZI 1/4' 6 1/4& 6 1/4" A 1/4'
6 1/4-1 1/4-16 1/4-1 - I a 1/4 A m
SEE OW 11 FOR AN04M TYPE & SPACING FOR *SMLAM4 INTO WOW FIVAME PLAUINGS.
� ANCHOR SPACNM AND �A EDGE DIVAN= ME MCAID OR THIS SCMCXU FOR ED
LESS THAN MMTED ON 504EBLU REDUCE ANCHOR SPACING BY MULTIPLYNG SPACING SHOWN ON
SCHEDULE BY THE POLLO� FACTORS, FOR THIS OPIDIATON TO Is M�L REDUCED SPAC04
OBIANED URAD FACTOR SMALL NOT ME IDS THMN WWW SPACING INDICATIOD FOR EACH ARCHER TYPE
ON THIS SCHUR&E.
ANCHOR TIME
U."'m
MNSIAN M40M vocm DILI 3 3 3 3 2 'Ir 2 /2
3 'Ir 3
3 1 Ilr 3 1/2- 1117 3 I/r 4-
mmm mz =ftm (m) FACTOR
Coal _4MM,
-1.00 j Do 1,1K,
F- SpAamas ONLY -to WHEN SPACER@IS USED. SEE T_44ILE 01 FOR MAX. A.S.D.
I DESIGN LOAM & MAX PANEL LENGTHS WHEN SPACER " IS USED.
TAME 81 A
A&D. DESIGN LOAD MA)OMUQI PANEL
LENGTH
40 PSF OR LESS W-8,
* 40 PSF TO 50 PSF V-2-
* 50 PSF TO 60 PSF V-110,
A MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS
W/ SOUD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
- ANC14M (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &Is)-
3 mAx R- I A/13, R-2A/13, A-3A/14, R-18/13, R-28/13, R-39/14. Y MAIL
D.W(j). �I: . R-IAW/15. R-2AW/15. R-3AW/14. + R-19%1/15. R-28W/15. R-30W/16. I- nm I
0 0 0 0 0 0
----------------- ----------------------- ----- - ----------- 7 --- 7
L/2
1 1/4-0-20.1- &S. DOLTS WO 1.
(USE FOR PANEL LENGTH N MAX.
OVER 7'-G') PA EL LENGTH
-6,41, -40.0 P.M.
REGULAR STORM PANEL REG" ST M PANEL 8, -40.0.
(W/ OVERLAP AND PANEL LENGTH BOLT)
--- ------- 6 ------ - ------ ------- --------------- -
LIFE SAFETY FORM PANEL (w/o r_6* 0 +50-0. -54.0 R.I.
OVERLAP Me PANEL LENGTH DOLT)
A USE 2'-a . MIN. PANEL LENGTH
AT ALL mouNivics
ATSE:CO��
L/2
----- ------- -- -------
- ---- ------------ ---------------------------- ------ -
L r-ON,-* 'LF^E' ;rm I
EL BOTTOM CORNERS 0
D.M PAR I
I _OVENLAP_
or WING ABUT AT EVEMOR Lo ONG NUT AT
3. LEFT PANEL RIGHT PANEL 3 ZAZ t INSTALLATIONS ONLY V" FOR W04D
I R-W13. R-WI3. R-SA/K R-119/113. R-28/13. R-30/14. I NOR, SPEED UP TO 170
R-i*1111/115. R-2AW/15. R-SAW/16. R-IOW/15, R-28W/15. R-30W/16.
-AMCHM (SEE SECTORS & ALTEANKITIES ON SHEETS 13. 14. 15 *16) -
1/4- MAk CAP
LIFE SAEM STORM PANEL (1) ELEVATION M
REGULAR 2.657 " SCALE 1/4-. 1 REGULAR
STORM PANEL (Met, mq�e��l OtIOLE VALLEY) STORM PANEL
--- - -------------- ---------- S1 ---- ----------------- A-- -- ---------
- ---------------
MAX. 01 0C
--------------- --------- -----------
---------------
----------- Ilk
PANEL A. z
LIFE SA FLORIDA BUILDING CODE (Won High Ve1ocity Hur can* ZorI
F.P.
EXTERIOR '-."ORI 24 GAGE GALVANrZED STEEL STORM PANEL
SECTION A -A 11LIEC011111c GLOBAL PROTECT)ON PRODUCTS, U.C.
SCALE 1/4"-1* L��Yarnlms a Dommumme Im S.A. S. STOW
am z -;am r3.T`l.)..1 20-175
MARIANO w
_S.W 12 OF is
INSTALLATION DETAILS FOR WEE SAFETY PANEL (f)
INTO WOOD SIRUCTURES
-7
7
W000 HEADER WOOD WADER *ODD WADER
-RtOUfWD IFEGURED REWRED
J4'* TAPOON 1/4-# TAPOON
9, oC t D.C.
4=*o* o.c, ANCHOR 0 9' D.C.
-4)
-4)
e snobs j -00m 6 Swpbm td
1 1/4' 1 1 1/4- 1/4-
Mo. F,
"! MAIL
2" 2- 2'
'Mi
L
L L
T oi-
71=
ff VA E, oi�v
A
EHIFIH Pat, r-n PRO ?-4F)
"L' MAX 4 1, mkx.
- I v M
5- PANEL LENGTH 11 PANEL LENCTNI
(SEE ELEVATOR SEE ELEVATION
j . L PANEL 'LID"431il ON SHEET 12) 11.1 PANEL LENGTH I ON SHEET 12)
(SEE ELEVATION (SEE ELEVATION
ON SWET 12)
SEPARATIM T
I To GLASS.
SEPARATION
Tol * � 1 - (D L/2
GJAm
I To *--SEPAGRLATo
I To ASS"
@ L/2 03
17 vr
to. ED, ED.
�* _L1
2",4' woc
a ILA
PLATE
v "/41 IAPCOIM REQUIRED 4- TA71; oC.
IS r 2-.4- WCaq
=1, o c c. PLATE IJ4*# TAPOON
w/ STUD STAGGERED / REGUIRED ANCHOR is 9' OC
LA� 2'.4' WOOD
rE PLATE _j
REOLARED REQUIRED
ALTER
E "
woo &ff a "I tmg-PAIRNWEL Vom AAR a "Ll "HWOL
"wk% MONTHIGS
SCALE 3/8-1" SCALE 3/8-1-
EN FLORIDA BUILDING CODE (Ron fth Veloetty Hu cons Zone),
1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN SIDID YERm RIC_ 24 GAGE GALVANIZED STEEL STORM PANEL F,
o 44167 DAIWA vr!
PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS
P ELEVATION ON SHEET 12. 11LIECO. GLOBAL PROTECTM PRODUCTS. LLC.
ER STATEO�� *f -- - /
2. FOR NEW WOOD FRAME CONS7RUCTION; WOOD 40011 &*. 51 sTow
MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECIFIC f10R%O�W m. DNMW� n =14
ARS.. AR.-MVISAP PHONE. ( MI)", 20-175
DENSITY OF 0.55 OR EQUAL two) AH- t=u- 6�)�15w F_ Oftweet MP
NeXT 15 Or Is
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 5) INSTALLATIONS INTO CONCRETE th CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
U)
m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
TAME 81 A
A&D. DESIGN LOAD MA)OMUQI PANEL
LENGTH
40 PSF OR LESS W-8,
* 40 PSF TO 50 PSF V-2-
* 50 PSF TO 60 PSF V-110,
A MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS
W/ SOUD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
- ANC14M (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &Is)-
3 mAx R- I A/13, R-2A/13, A-3A/14, R-18/13, R-28/13, R-39/14. Y MAIL
D.W(j). �I: . R-IAW/15. R-2AW/15. R-3AW/14. + R-19%1/15. R-28W/15. R-30W/16. I- nm I
0 0 0 0 0 0
----------------- ----------------------- ----- - ----------- 7 --- 7
L/2
1 1/4-0-20.1- &S. DOLTS WO 1.
(USE FOR PANEL LENGTH N MAX.
OVER 7'-G') PA EL LENGTH
-6,41, -40.0 P.M.
REGULAR STORM PANEL REG" ST M PANEL 8, -40.0.
(W/ OVERLAP AND PANEL LENGTH BOLT)
--- ------- 6 ------ - ------ ------- --------------- -
LIFE SAFETY FORM PANEL (w/o r_6* 0 +50-0. -54.0 R.I.
OVERLAP Me PANEL LENGTH DOLT)
A USE 2'-a . MIN. PANEL LENGTH
AT ALL mouNivics
ATSE:CO��
L/2
----- ------- -- -------
- ---- ------------ ---------------------------- ------ -
L r-ON,-* 'LF^E' ;rm I
EL BOTTOM CORNERS 0
D.M PAR I
I _OVENLAP_
or WING ABUT AT EVEMOR Lo ONG NUT AT
3. LEFT PANEL RIGHT PANEL 3 ZAZ t INSTALLATIONS ONLY V" FOR W04D
I R-W13. R-WI3. R-SA/K R-119/113. R-28/13. R-30/14. I NOR, SPEED UP TO 170
R-i*1111/115. R-2AW/15. R-SAW/16. R-IOW/15, R-28W/15. R-30W/16.
-AMCHM (SEE SECTORS & ALTEANKITIES ON SHEETS 13. 14. 15 *16) -
1/4- MAk CAP
LIFE SAEM STORM PANEL (1) ELEVATION M
REGULAR 2.657 " SCALE 1/4-. 1 REGULAR
STORM PANEL (Met, mq�e��l OtIOLE VALLEY) STORM PANEL
--- - -------------- ---------- S1 ---- ----------------- A-- -- ---------
- ---------------
MAX. 01 0C
--------------- --------- -----------
---------------
----------- Ilk
PANEL A. z
LIFE SA FLORIDA BUILDING CODE (Won High Ve1ocity Hur can* ZorI
F.P.
EXTERIOR '-."ORI 24 GAGE GALVANrZED STEEL STORM PANEL
SECTION A -A 11LIEC011111c GLOBAL PROTECT)ON PRODUCTS, U.C.
SCALE 1/4"-1* L��Yarnlms a Dommumme Im S.A. S. STOW
am z -;am r3.T`l.)..1 20-175
MARIANO w
_S.W 12 OF is
INSTALLATION DETAILS FOR WEE SAFETY PANEL (f)
INTO WOOD SIRUCTURES
-7
7
W000 HEADER WOOD WADER *ODD WADER
-RtOUfWD IFEGURED REWRED
J4'* TAPOON 1/4-# TAPOON
9, oC t D.C.
4=*o* o.c, ANCHOR 0 9' D.C.
-4)
-4)
e snobs j -00m 6 Swpbm td
1 1/4' 1 1 1/4- 1/4-
Mo. F,
"! MAIL
2" 2- 2'
'Mi
L
L L
T oi-
71=
ff VA E, oi�v
A
EHIFIH Pat, r-n PRO ?-4F)
"L' MAX 4 1, mkx.
- I v M
5- PANEL LENGTH 11 PANEL LENCTNI
(SEE ELEVATOR SEE ELEVATION
j . L PANEL 'LID"431il ON SHEET 12) 11.1 PANEL LENGTH I ON SHEET 12)
(SEE ELEVATION (SEE ELEVATION
ON SWET 12)
SEPARATIM T
I To GLASS.
SEPARATION
Tol * � 1 - (D L/2
GJAm
I To *--SEPAGRLATo
I To ASS"
@ L/2 03
17 vr
to. ED, ED.
�* _L1
2",4' woc
a ILA
PLATE
v "/41 IAPCOIM REQUIRED 4- TA71; oC.
IS r 2-.4- WCaq
=1, o c c. PLATE IJ4*# TAPOON
w/ STUD STAGGERED / REGUIRED ANCHOR is 9' OC
LA� 2'.4' WOOD
rE PLATE _j
REOLARED REQUIRED
ALTER
E "
woo &ff a "I tmg-PAIRNWEL Vom AAR a "Ll "HWOL
"wk% MONTHIGS
SCALE 3/8-1" SCALE 3/8-1-
EN FLORIDA BUILDING CODE (Ron fth Veloetty Hu cons Zone),
1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN SIDID YERm RIC_ 24 GAGE GALVANIZED STEEL STORM PANEL F,
o 44167 DAIWA vr!
PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS
P ELEVATION ON SHEET 12. 11LIECO. GLOBAL PROTECTM PRODUCTS. LLC.
ER STATEO�� *f -- - /
2. FOR NEW WOOD FRAME CONS7RUCTION; WOOD 40011 &*. 51 sTow
MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECIFIC f10R%O�W m. DNMW� n =14
ARS.. AR.-MVISAP PHONE. ( MI)", 20-175
DENSITY OF 0.55 OR EQUAL two) AH- t=u- 6�)�15w F_ Oftweet MP
NeXT 15 Or Is
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 5) INSTALLATIONS INTO CONCRETE th CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
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L/2
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SHEET NO.
SH 1.4
A MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS
W/ SOUD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
- ANC14M (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &Is)-
3 mAx R- I A/13, R-2A/13, A-3A/14, R-18/13, R-28/13, R-39/14. Y MAIL
D.W(j). �I: . R-IAW/15. R-2AW/15. R-3AW/14. + R-19%1/15. R-28W/15. R-30W/16. I- nm I
0 0 0 0 0 0
----------------- ----------------------- ----- - ----------- 7 --- 7
L/2
1 1/4-0-20.1- &S. DOLTS WO 1.
(USE FOR PANEL LENGTH N MAX.
OVER 7'-G') PA EL LENGTH
-6,41, -40.0 P.M.
REGULAR STORM PANEL REG" ST M PANEL 8, -40.0.
(W/ OVERLAP AND PANEL LENGTH BOLT)
--- ------- 6 ------ - ------ ------- --------------- -
LIFE SAFETY FORM PANEL (w/o r_6* 0 +50-0. -54.0 R.I.
OVERLAP Me PANEL LENGTH DOLT)
A USE 2'-a . MIN. PANEL LENGTH
AT ALL mouNivics
ATSE:CO��
L/2
----- ------- -- -------
- ---- ------------ ---------------------------- ------ -
L r-ON,-* 'LF^E' ;rm I
EL BOTTOM CORNERS 0
D.M PAR I
I _OVENLAP_
or WING ABUT AT EVEMOR Lo ONG NUT AT
3. LEFT PANEL RIGHT PANEL 3 ZAZ t INSTALLATIONS ONLY V" FOR W04D
I R-W13. R-WI3. R-SA/K R-119/113. R-28/13. R-30/14. I NOR, SPEED UP TO 170
R-i*1111/115. R-2AW/15. R-SAW/16. R-IOW/15, R-28W/15. R-30W/16.
-AMCHM (SEE SECTORS & ALTEANKITIES ON SHEETS 13. 14. 15 *16) -
1/4- MAk CAP
LIFE SAEM STORM PANEL (1) ELEVATION M
REGULAR 2.657 " SCALE 1/4-. 1 REGULAR
STORM PANEL (Met, mq�e��l OtIOLE VALLEY) STORM PANEL
--- - -------------- ---------- S1 ---- ----------------- A-- -- ---------
- ---------------
MAX. 01 0C
--------------- --------- -----------
---------------
----------- Ilk
PANEL A. z
LIFE SA FLORIDA BUILDING CODE (Won High Ve1ocity Hur can* ZorI
F.P.
EXTERIOR '-."ORI 24 GAGE GALVANrZED STEEL STORM PANEL
SECTION A -A 11LIEC011111c GLOBAL PROTECT)ON PRODUCTS, U.C.
SCALE 1/4"-1* L��Yarnlms a Dommumme Im S.A. S. STOW
am z -;am r3.T`l.)..1 20-175
MARIANO w
_S.W 12 OF is
INSTALLATION DETAILS FOR WEE SAFETY PANEL (f)
INTO WOOD SIRUCTURES
-7
7
W000 HEADER WOOD WADER *ODD WADER
-RtOUfWD IFEGURED REWRED
J4'* TAPOON 1/4-# TAPOON
9, oC t D.C.
4=*o* o.c, ANCHOR 0 9' D.C.
-4)
-4)
e snobs j -00m 6 Swpbm td
1 1/4' 1 1 1/4- 1/4-
Mo. F,
"! MAIL
2" 2- 2'
'Mi
L
L L
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71=
ff VA E, oi�v
A
EHIFIH Pat, r-n PRO ?-4F)
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- I v M
5- PANEL LENGTH 11 PANEL LENCTNI
(SEE ELEVATOR SEE ELEVATION
j . L PANEL 'LID"431il ON SHEET 12) 11.1 PANEL LENGTH I ON SHEET 12)
(SEE ELEVATION (SEE ELEVATION
ON SWET 12)
SEPARATIM T
I To GLASS.
SEPARATION
Tol * � 1 - (D L/2
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I To *--SEPAGRLATo
I To ASS"
@ L/2 03
17 vr
to. ED, ED.
�* _L1
2",4' woc
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PLATE
v "/41 IAPCOIM REQUIRED 4- TA71; oC.
IS r 2-.4- WCaq
=1, o c c. PLATE IJ4*# TAPOON
w/ STUD STAGGERED / REGUIRED ANCHOR is 9' OC
LA� 2'.4' WOOD
rE PLATE _j
REOLARED REQUIRED
ALTER
E "
woo &ff a "I tmg-PAIRNWEL Vom AAR a "Ll "HWOL
"wk% MONTHIGS
SCALE 3/8-1" SCALE 3/8-1-
EN FLORIDA BUILDING CODE (Ron fth Veloetty Hu cons Zone),
1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN SIDID YERm RIC_ 24 GAGE GALVANIZED STEEL STORM PANEL F,
o 44167 DAIWA vr!
PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS
P ELEVATION ON SHEET 12. 11LIECO. GLOBAL PROTECTM PRODUCTS. LLC.
ER STATEO�� *f -- - /
2. FOR NEW WOOD FRAME CONS7RUCTION; WOOD 40011 &*. 51 sTow
MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECIFIC f10R%O�W m. DNMW� n =14
ARS.. AR.-MVISAP PHONE. ( MI)", 20-175
DENSITY OF 0.55 OR EQUAL two) AH- t=u- 6�)�15w F_ Oftweet MP
NeXT 15 Or Is
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 5) INSTALLATIONS INTO CONCRETE th CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
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V)
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a) _8
0.
>
>
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0 0
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Cn
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0-
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0
L_
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Cf)
C0
cn
SHEET NO.
SH 1.4
- ANC14M (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 &Is)-
3 mAx R- I A/13, R-2A/13, A-3A/14, R-18/13, R-28/13, R-39/14. Y MAIL
D.W(j). �I: . R-IAW/15. R-2AW/15. R-3AW/14. + R-19%1/15. R-28W/15. R-30W/16. I- nm I
0 0 0 0 0 0
----------------- ----------------------- ----- - ----------- 7 --- 7
L/2
1 1/4-0-20.1- &S. DOLTS WO 1.
(USE FOR PANEL LENGTH N MAX.
OVER 7'-G') PA EL LENGTH
-6,41, -40.0 P.M.
REGULAR STORM PANEL REG" ST M PANEL 8, -40.0.
(W/ OVERLAP AND PANEL LENGTH BOLT)
--- ------- 6 ------ - ------ ------- --------------- -
LIFE SAFETY FORM PANEL (w/o r_6* 0 +50-0. -54.0 R.I.
OVERLAP Me PANEL LENGTH DOLT)
A USE 2'-a . MIN. PANEL LENGTH
AT ALL mouNivics
ATSE:CO��
L/2
----- ------- -- -------
- ---- ------------ ---------------------------- ------ -
L r-ON,-* 'LF^E' ;rm I
EL BOTTOM CORNERS 0
D.M PAR I
I _OVENLAP_
or WING ABUT AT EVEMOR Lo ONG NUT AT
3. LEFT PANEL RIGHT PANEL 3 ZAZ t INSTALLATIONS ONLY V" FOR W04D
I R-W13. R-WI3. R-SA/K R-119/113. R-28/13. R-30/14. I NOR, SPEED UP TO 170
R-i*1111/115. R-2AW/15. R-SAW/16. R-IOW/15, R-28W/15. R-30W/16.
-AMCHM (SEE SECTORS & ALTEANKITIES ON SHEETS 13. 14. 15 *16) -
1/4- MAk CAP
LIFE SAEM STORM PANEL (1) ELEVATION M
REGULAR 2.657 " SCALE 1/4-. 1 REGULAR
STORM PANEL (Met, mq�e��l OtIOLE VALLEY) STORM PANEL
--- - -------------- ---------- S1 ---- ----------------- A-- -- ---------
- ---------------
MAX. 01 0C
--------------- --------- -----------
---------------
----------- Ilk
PANEL A. z
LIFE SA FLORIDA BUILDING CODE (Won High Ve1ocity Hur can* ZorI
F.P.
EXTERIOR '-."ORI 24 GAGE GALVANrZED STEEL STORM PANEL
SECTION A -A 11LIEC011111c GLOBAL PROTECT)ON PRODUCTS, U.C.
SCALE 1/4"-1* L��Yarnlms a Dommumme Im S.A. S. STOW
am z -;am r3.T`l.)..1 20-175
MARIANO w
_S.W 12 OF is
INSTALLATION DETAILS FOR WEE SAFETY PANEL (f)
INTO WOOD SIRUCTURES
-7
7
W000 HEADER WOOD WADER *ODD WADER
-RtOUfWD IFEGURED REWRED
J4'* TAPOON 1/4-# TAPOON
9, oC t D.C.
4=*o* o.c, ANCHOR 0 9' D.C.
-4)
-4)
e snobs j -00m 6 Swpbm td
1 1/4' 1 1 1/4- 1/4-
Mo. F,
"! MAIL
2" 2- 2'
'Mi
L
L L
T oi-
71=
ff VA E, oi�v
A
EHIFIH Pat, r-n PRO ?-4F)
"L' MAX 4 1, mkx.
- I v M
5- PANEL LENGTH 11 PANEL LENCTNI
(SEE ELEVATOR SEE ELEVATION
j . L PANEL 'LID"431il ON SHEET 12) 11.1 PANEL LENGTH I ON SHEET 12)
(SEE ELEVATION (SEE ELEVATION
ON SWET 12)
SEPARATIM T
I To GLASS.
SEPARATION
Tol * � 1 - (D L/2
GJAm
I To *--SEPAGRLATo
I To ASS"
@ L/2 03
17 vr
to. ED, ED.
�* _L1
2",4' woc
a ILA
PLATE
v "/41 IAPCOIM REQUIRED 4- TA71; oC.
IS r 2-.4- WCaq
=1, o c c. PLATE IJ4*# TAPOON
w/ STUD STAGGERED / REGUIRED ANCHOR is 9' OC
LA� 2'.4' WOOD
rE PLATE _j
REOLARED REQUIRED
ALTER
E "
woo &ff a "I tmg-PAIRNWEL Vom AAR a "Ll "HWOL
"wk% MONTHIGS
SCALE 3/8-1" SCALE 3/8-1-
EN FLORIDA BUILDING CODE (Ron fth Veloetty Hu cons Zone),
1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN SIDID YERm RIC_ 24 GAGE GALVANIZED STEEL STORM PANEL F,
o 44167 DAIWA vr!
PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS
P ELEVATION ON SHEET 12. 11LIECO. GLOBAL PROTECTM PRODUCTS. LLC.
ER STATEO�� *f -- - /
2. FOR NEW WOOD FRAME CONS7RUCTION; WOOD 40011 &*. 51 sTow
MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECIFIC f10R%O�W m. DNMW� n =14
ARS.. AR.-MVISAP PHONE. ( MI)", 20-175
DENSITY OF 0.55 OR EQUAL two) AH- t=u- 6�)�15w F_ Oftweet MP
NeXT 15 Or Is
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 5) INSTALLATIONS INTO CONCRETE th CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
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0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
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M LL
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SHEET NO.
SH 1.4
MAIL A.S.D. MAMMUM ANCHORS SPACING FOR MIN E.D FIER SCMEDLRUE INEUDIN * AP= AG PER APPLICABLE
To - -, &S.D. ANOHOftS SP ING POR - E-D- - -
DESIGN PANEL DESIGN A TO SECTIONS RARE
PRMLWE TApCON SQUO AUK -W LENGTH PRESSURE SOUD-SET ZV�)AC W" CALK- LOOM
RAIM _SET PAMIELMAYIE ZWAC-WXM I *L . RATING PANELIMATIE
m 70 To 10 TO To ED COMONkTION mmmn OF THEM
D"'m MME - = - o3w"M -_ - =am ODNDsW OF THEM P.A. - - (it
13* IT* I y 13, 13, 13* 13, 1 r 13" 12- 1 r io, I MP) I r 5. 13- LO 1/2- 13- 6 1/2- 13- 6 I1r 7 t/2- 5 1/2- JY 14 1/2- 1 7;;7P
I r 1' 13- 13' Ir Ir Ir Ir Ir 12* 13- TO- 1 (01070111) is, 0 1/2* 13' 1 r 13' '. ir 9. lo' 7 1/2- 13- 6'_ I (BOTTOM)
13, ll' 13* ir 13* 13' 13* 13* 13' ". 13' To* 2 (TOP) 13" 10 1/2' 13* 6 1/2- 1-3- 6 1/2- 7 t/2- 5 1/2- Ir 4 1/2- 2 (TOP)
1. - Tj v
3 (TOP)
13, IT' 13* 13* Ir ir- 13,- _13,_ Ir 12* 13- 10' Ir r 13' ly 13* 2 i/r 13" 1 1/2' 10 1/2" 7 IIV Ir r 3 (TOP) 3,-G,
- - 12 1/2-12 1/2- 6 1/4* 6 1/4" 12 1/2'12 1/2" - - 6 1/4- 5 1/4- 3 (BOTW oil P2 1/2-12 1/2- 6 '/A' a /4* 112 1/2- 6 1/4' 6 1/4- 6 1/4- 3 (BOTTOM)
6. 5. r 0. 1 1/2' 7- 51 a' 4 t/2' 4 (TOP) LESS r 3' S' 5 1/2' 7' 3 1/2' W 4. 4 1/2* 3' 6 1/2" 2 1/2* 4 (TOP)
a. 8'_ 4 (BOTTOM) /2' 4 (SOTTOM)
Ir it" 13' 13" 1 3' Ir 3� 3: 13'__ 12' 13' TO- 5 (TOP) 1 1 2' 13* 13" 1 r 13- 9- to' 7 I/r. 13, 6, 5 (top)
13- 1'- 13' 13, 13* 13, 13' Ir ly 13, To" 5 (BEYTOM) Ir 7r- 13" 13' S 1/2* 13' 9 1/2* 10 112* 7 1/2' Ir 6, 5 (BOTTOM)
F-TI W_ 6-
1 6 1/2- 7 1/2- 5 1/2' 13" 4
Ir 13* 13' to" 6 crop) 0 1 12� 13; /2, 6 (TOP)
13M It* 13* 13* 13,
>+m -65 - - 6 Ilr a 1/4- 6 1/4- 6 1/4- 1/4- 6 1/4- 6 (BCrn.-) >.m -75 6 1/4* 6 1/4' 6 1/4- 6 1/4- 61le _67/4- - 6 1/4 6 1/4' 6 (DOM-)
+ It) TO 7 1/2- 5 1/2- A 1/2* 1 (TOP)
75. -75 Ir 7 1/2* 13' 13, 13, to' la, 1. 13' 10 1/2* 13' S 1/2' 13 6 1/2 _ _ 13'
t3' 7 1/2' 13* 13, 13' 10 1/2* 13' 10 1/2'11 1/2' a' 11. r 11 (BOTMM) ir 9 i/2' 13' IY 13 9 13 10 7 1/2 - a 1 (11011110111)
13' 17 1/2' 13' 1 13' 13' WE, 13* to- I It- e- 13' 6 1/2" 2 (TOP) 13, V 13' 10 1/2' t3' 5 1/2" iY 6 T/2" 7 1/2' 5 1/2' Ir 4 1/2* 2 (TOP)
13* 17 1/2'1 13" 1 13' 13' 10 1/2' 13' 10 1/2111 1/2' a. 13' 7" 2 (BOTTOM) is' 7' 13' ". 3' 9 Ilr IS" 19 1/2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM)
13" 17 1/2" 1 13* 1 13- IS' :10 1/2' 13* 10 t/2'11 1/2" 6* 13* 7' 3 (TOP) 13' r 13'_ Ir 13- 9 1/2' 13' 19 1/2' 10 1/2- 7 1/2- 1 Y S- 3
- - 12 1/2- ILI�T 6 1/4' 6 1/4- 12 1/2- 6 1/4- - - 5 1/4- 0 1/4- 3 (wrimm) >5 TO V - 12 1/2 12 1/2 6 1/4 6 1/4 12 1/2 6 1/4 - 6 1/4 IS I T4: 3 "m
7 1/2- 3 1/2- a- 0- 7 1/2- 4- 1' 4 1/2' 5- 3 1/2' 7- 3, 4 (TOP) 5'-V F7 r a. 5 1/2' 7' 3 1/2' 8' 4. 41/2 3. 6 1/2- 2 1/2- 4 (TOP) 7-5*
Ir - a. - a. - - a. - 4 (BOTTOM) 6 1/2' Ir 5-1/2' - 7' - 4 (90110161)
13' 7 1/2' 13* 13 . 13* 10 1/2' 1. - - 7- 5 (TOP) 1 6 1/2' 3* 13' Ir 9. 13, 9. to' 7 1/2- 13
; I 1 .1 - -7 1/2' 13'
13" 7 1/2' IY 13- 13* It) 1/2' 13" 10 1/2' 11 1/2' 11 1 13' i 5 (BOTTOM) 3- i llr TO ;/2
13* 7 1/2' Ir 13* 13' 10 1/2* 13' 10 1/2-11 1/2- W 1 13- r 16 (TOP) v 43* 13" 0 1/2' 13' -i I -Ir 5 1 /2* 13' 2. (TOP)
- - 6 Ile Ile. j 11C TI/4 - 16 114" 15 1 t4'16 (9011 6 1/4 6 1/4 6 1/4 5 1/4 - 5 1/4
SEE 2MUT I I FOR ANCKM TYPE A SRAMA FOR IMSIMU.XTIONS INAD W000 FRANIE @ULDOM
HIMIRS, AACHEMpt VVEMMIS AND ASANIAI Eats ORIANCE ARE IMCKATED ON THIS SCHEDULE FOR ED.
LESS THAN INDICATED ON SOMMAX INEDUCE ANCHOR SPACING BY MALIVILYING Whigm DOWN ON
SCWDuuE OR THE FOLLONAG rWMW FOR "ft WMMN TO K MMLE. REDLICED SANCSIG
OffEWU USIFIC FACTOR SMALL MOT SE UM THAN WISM SPACOG MCM FOR EACH ANCHOR TYPE
ON no SCHmamr.
ANCHOR T"t 1/4'. _ 1/4% 1/4-. 1/4-, - Ile, - 1/41-
VPCON I - vm� z�� OMA-
ruvil 0 Pii,S
ANCHOR gvzm 0m) 3 3 3 a 'Ir 1'/2
3 3 3 'Ir 3
3 3 1 3,/1' 1
ACFIX OK 01111BOIDE (E.D) FACM
ws
r .00
3
SPACINGS ONLY v" WHIEN SP
LW AM #1 MR MO. A.&D.
DESIGN LOADS & VM. PANEL = ris USED.
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
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=3
Cn
CD
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z
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0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
IMLLJI A
A.&O. DESIGN LOAD M001MUM PANEL
LOOM
40 PSIF OR LESS 6'-B'
* 40 PSF TO 50 PSIF 1'-2-
* 50 PSF TO 60 PSF V-10,
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
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m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
E.D,-
INSTALLAXION DETAILS FOR LIFE SAFETY PANEL in
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1/4-* TAJACON,______ _,jXlSnNG POURED 114-0 TAT)T_
ANCHOR 0 9' D.C. CONCRETE OR ANCHOR 0 9 O.C. 9=0U.70
CONCRETE BLOCK CONCRETE BLOCK
REQUIRED. REOUIRED.
1/4*
1/4-
"X. MAIL
A MAX. PANEL LENGTHS ARE ON,�Y VAUD FOR INSTALLATIONS
W/ SOLD SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
U)
m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
1/4-0 TA;��j - - - - _g=WWRIED
ANCHOR 9 D.C. OR
IBETE BLOCK
RE 12�1
1/4"0 TAPCON _�RED
ANCHOR 0 1" O.C� OR
j3COMC_= BLOCK
R
REOU
4)
EO- F
-01 1. AI
IT W-SSEPARATION-
EXISTINVI
ZU&I TO GLASS.
MASS BASE FOR MINE,
OSS
I
"L, M-
I PANEL LENGTH 6' PAIWL LENGTH
I (SEE ELEVATION A (SEE ELEVATION
IF T, ON SHEET 12) 0
I ON SKEET 12)
El W-S T 4
__S
It TO
w I ff- T
L/2
0.0
mvr
at
3/4'
7,
-04
"/40 TAPCON
0 9, O,C
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REOUTIRM
SECTION R-1A
0 REGULAR PANELS
WALL MOU"NGS
SCALE 3/8-1-
ED.*
ur Oc
1/4'a TAPCON
ANCHOR 9 9' 04.
EXISTING POURED CONCRETE OR
CONCRETE BLOCK REQUIRED.
9 RM"PANEL
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
U)
m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
SEE SHEITS 15 & 19 FOR Atg�� ANCHOR rm
TYPE & SPACING FOR INSTAILLATOW RITO UPCON
0= FRAME OULOMM
VON" ANCHOR SPACINGS AM M� ammmum, Ammilm
EDGE DISTANCE 'RE =WXFGQ CAMPI&I 4H,) 3
SCHEDULE MR E. DAMMAM OPS, Do I
ON SCWDAf REDUCE ANCHOR SPOLOG
IN MULTIPLYING SPACING WM ON APIRIAL ONE MM M IFROBBS
SCHOW BY THE FOLLOWING FACTOR&
MR INS OPERATION TO K POSSIBLE I
REDUCE) SPACING OBTAM" USING
FACTOR SMALL HOT WE LESS THAN 2 1/2-_ 0.81
� SPACING INDICATED FOR EACH DAD
ANCHOR TYPE ON THIS SCHEDULE
31/2'
FLORIDA BUILDING CODE
E.O.*
I EQ' EQ I
Ell El'
,a"
1 /4*0 TAJACON 1/4*# TAPCON
ANCHOR IS 9* O.C, ANCHOR IS 9* O.0
E)OSTING POURED CONCRETE OR COSTING POURED CONCRETE OR
__CONCRETE BLOCK REOURED. --CONCRETE BLOCK OEM=
SMON JL-2A
0 REGULAR PANELS 0 mm" NFL
WALL woumpmas
SCALE 3/5-l'
C/) -Fu Q)
> C.)
0 =3
CL 0
0- 0 L_
CIO CL
a)
CIO -cu
0
C= p �2
L_
0 C 0
C= 0 U-
CU
0 CU
C) >
0
CL
C/) CIO CD-
C_ ICU ZO -4-0
-0 . = U) <
INSTALLATION DETAILS FOR UFE SAFETY PANEL
INTO WOOD STRUCTURES
WOOD ME -DER M Hum
I CURBED
ON
_y4*0 TAK 9* D.C.
ANCHOR 9
1/4' 1/4'
Mo.
2' 2*
m; IF"a
It I KASSILI
A
PANEL LENGTH PANEL LENGTH
(SEE ELEVATION (SEE ELEVATION
ON SHEET 12)
ON SHEET 12) T
.01 IT TO GLASS- 0--sEPAPATOm
1 0 GLASS.
L/2 1 6.
EO. EQ.
I- - o F - ,
ED, I I M
2'.4' I'm 2-x4- TROOP
PLATE PLATE
REOURED "/40 Pj%WATE S REQUIRED 1/4'* PAMELMAIE PLUS
/2PUUI C ANCHOR 9 12 1/2- O.0
FORMAL= Aw AL _38w
0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
P1 SEAL/WWATINCIDITIE
I
FUXKDA INCIT .4 or Is
I
EXMTWf,**-SEP*AATION 1 1
m TO GLASS, /A
AT M 0;��
6SE FOR PAMIL
DICK - Y-c
I v 1, MAX.
PANEL LENGTH
(SEE ELEVATION
6' PANEL LENGTH
(SEE ELEVATION
SHEET 12) 11 ON SHEET 12)
11
It
01
Z4
L/2
4)
t
14
z
z
w
mi
'0
Cm
> 0
0 0
L_ (y)
CL 0 IN
a -co x
M LL
C:)
0 m
C\1
Q)
V)
<
a) _8
0.
>
>
0_0
E c
0 0
L 4 uj
=3
Cn
CD
Lu
z
z
_j
a -
CD
(D
U)
m
0
L_
0_
0-
R<
-6-0
L)
=3
AMID
0
L_
CL
CD
Cf)
C0
cn
SHEET NO.
SH 1.4
FLORIDA BUILDING CODE
E.O.*
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INTO WOOD STRUCTURES
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I CURBED
ON
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0 U%RMSW PANEL
WALL kiouNnNGS P, T10
............
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No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
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DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
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0 U%RMSW PANEL
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............
SCALE 3/8-1'
No. 167 FLORIDA BUILDING CODE (Non High Veloafty Hu cone Zons)j
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ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
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DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
DENSITY OF 0.55 OR EQUAL ORMANI; -
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WALL kiouNnNGS P, T10
............
SCALE 3/8-1'
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cm YLIM. PC. 24 GAGE GALVANIZED STEEL STORM PANEL
ry.
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF Ofteni r,'
INC GLOBAL PROTECTION PRODUCTS, LLC. 'M/" I
�T�LE C �0�,��
DESIGN PRESSURE RATINGS (p.s.f) AND PANEL Oi, �10R Z IT
LENGTHS AS PER ELEVATION ON SHEET 12.
THILLT FUSTAN a � COMPANY 41110 S... 51 STREET
--"I- OWIL M 3331
1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
- - -&��
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 01-01 cm PROW, (W)M�7W. F 20-175
A
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-
[ R R ... I�R I _' -A I-T 7 MAX + Cont. TRACKS TOP ar BOTTOM.
_j(EAID PANEL) INTERIOR PANEL) (I PANEL) ( ) (END PANEL)
SEE NOTES 2. . I ! I ,
I SEE NOTES 2, . A (2). END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM MACK
j
I � C-0, OTHERWISE A STOP MR W SHALL BE PROVIDED AT TOP OF SUCH
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BOLTS W/I TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
1.
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--1
I . TRACK I A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWO
-
� T-1 T
i 1" PANELS SHALL
I i i [ 111 BE CONNECTED TO BOTTOM TRACK USING SPECS
II 1� � I J.-Il uln m-1 I I 11 i i I i i i i1s.
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I I ' ' I If I . I I NEUCATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
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_J' � J I' L -1 A��_ L -J--L-LJ-J-I __ I __ I PANELS TO B070M MAY OCCUR AT ANY PANEL LOCATION
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- __ __ ___ __ __ -(SEE SECTION EZI & ALTERNATIVE EZIW ON SHEET 78) - - ,. ----.. ----. -
h,EZI/18,
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TYPICAL LEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d) SYSTEM (t)
-
"'A SCALE: 3/32"= I"
1/4- M" GAP
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at ENGINEERING
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EN13INCERINC3 EXPRE1115-
PRODUCT EVALUATION REPORT
September 15,2O20
Application Number: 17869.1 - R2
EX Project Number: 20-31543
Product Manufacturer. All American Shutters and Glass
Manufacturer Addreels: 1540 Donne Road
Viest Palm Beech, FIL 33409
Product Norm & Description: 24ge Galvanized Steel Storm Panels
Low Missile Impect Resistant
Scope of Evaluation:
This Product Evalustion, Report Is being Issusid in accordance with the requirements of the Florida
Deparlyrient of Busunew and Proessionali Regulation (Florida Sulding Commission) Rule Chapter
61020-3.005 ' FALC_ for statewide acceptance per Method 1(d). The product noted above has been
tested and/or evaluated as summarized herein to show compliance with Me Florida Building Code
Seventh Edition (2020) and is. for the purpose Intended, at least equivallent to that required by the Code.
Re-ovalueffion of rift product sheill be required following pertinent Florida Buildling Code firWilksitions or
. .
revmons.
Substantiating Daft:
. PRODUCT EVALUATION DOCUMENTS
EX drawing SM31543 MW *249a Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)*, sheets 1-5.
prepared by Engineering Express. Signed & saakid by Frank Sanniardo. P.E. is an integral part of this
Evaluation Report.
. TEST REPORT3
Undorm, structural performance has been tested In accordance with TAB 202 test standards per test
report(s) JISI 7-001 by Slackwider Testing, Inc.
Large missile wripect resistance and cyclic loading perhornance ties been hoW in accordance with TAS
201 and TAS 203 test standards per tog repod(s) JAOT-ASG- 1 7-001 by Shickwater Testing. Inc.
. STRUCTURAL ENGINEERING CA ULATIONS
Structural engineering Calculations have been prepared which evaluslis, the product based on
comparative andlof rational anallim to qualiff, the follownrig design criferia:
1. Maximum Allow" Spans
2. Minimum Allowable Spans
3. Minimum Glass Separation
4. Anchor Spacing
160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954 ) 354-0660 1 (866) 396-9999
TEAM* ENG INEIRINGE x PRESS. CON
ENGINEERINGEXPRESS.COM
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otENGINEERING Page 2 of 2
All American Shuttm and Glass - 24ga Galvanized Steel Storm Panels
No 33% increase in alloweble stress has been used in the design of this product.
Separation frorn glazing is not required for Installations outside of wind zone 4 and essential feciliffies.
Impact Resistance:
Large Impact Reshiterice has been demonstrated as evidenced in previouvi listed test repci and is
accounted for in the englineering design of this product.
Mnd Load Resistance
This product has been designed to. wind loadis as indicated in the span schadula(s) on the
respective Product Evaluation Document OA. engineering drawing).
Installation
This product shall be installed in sind compliance with As respective Product Evaluation Document fie.
engineerft drawing), skmg with all components noted therain.
Product components shall be of the material spectiled in that product's respective Product Evaluabon
Document fl.e. engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with die respective Product Evaluation Document (Le.
engineering drawing) as noted herishr.
All Supporting host structures shall be designed to resist all superimposed loads and shelf be of a material
lated in this product's respective anchor schedule. Host structure conditions w1fth are not accounted for
In this product's respective anchor schedule shell be designed for on a sille,apedfic basis by a registered
professional engineer.
AN components which are pernienently Insisted shelf be protected against corrosion. contamination. and
other such damage at all times.
This product has bean designed for use within arid outside ft High Va" Hurricane Zone (HVHZ).
Respectfully,
.
," - 174"",
, -, "
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Frank Rennardia, PE
ENGINEERING EVRESS*
#PE0046549 � Cen Auth 9885
160 SW 12'" AVENUE SUITE 106, OFERFIILD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
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INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
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WALL, MQUINTINIG WALL MQUINTING
SECTION EZ1 ALTERNAME EZ1W
SCALE 3/8-1- SCALE 3/8-1*
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NOTES, MIN. PANEL taox� Matm - 1J`
IF ,rGTH 2 . ) 24 GAGE GALVAMUD STEEL STORM PANEL ONARN W
- . -
SHALL BE 2 6 S** :*_
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1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D. DESIGN
;;�� GLOM PROTECTION PRODUCTS, - LLC. 07/"/=" __
PRESSURE RATING +/- 40.0 p.s.f. AND W-0. MAX
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PANEL LENGTH. I. - -
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2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD X, . ; fiat 1,13,11M A, "INIX, SY S, SWE"
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S-1-- "10RID N�"
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MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC .! - oft.- -amn-SIM"' -Mcfau I . 7
,, S . )N�7U& - m4w"n
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4-1�,
DENSITY Of 0.55 OR EQUAL , III 4� i�T
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ALL AMERICAN SHUTTERS AND GLASS
4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �
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DESIGN PRESSURES: "IN yl�-
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F S NZTED IN DESIGNI
_(P WIDTH UNLIMI
To
EAR PANELSPAN)_
TOP MOUNT (CONN- TV P,
TYPE AS REQ'D) SECTIONS
� I OPTIONAL A"-20 S71TCH
I , SOLT$ WITH WASI
DESIGN NOTES: I SCHEDULES
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
SEPARATE ENGINEERING IN ACCORDANCE WITH THE
Wall
IA&CIODEC�� EIIJUIREMENTS AS
W H ASCIE 7 AND CHAPTER
N ACI
E
16N OF THE FLORIDA BUILDING CODE SHALL 8 UESSTHAN
CRE OR NEGATIVE DESIGN
PAQUAL TO THE POSITIVE
URE CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOI
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GENERAL NOTES:.
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1 . THIS SPECIFICATION HAS BEEN DESIGNED AND SHALLL BE FAWLICATED IN
ACCORDANCE WITH THE fk�gUIREMBNTS OF THE FLORIDA BUILDING CODE
BEV Ear ?
CUM)STRUSEINSID AMDOU7S1O5CFTHE4VHZ,PER
PRO OLS. CONTRACTOR SHALL IWES r
TASE2`21, 202'ANDN 3TE IT 'ATE
AND COMFORMTOAULLOC
Al ITEXIA AIL BUILDING CODE AMENDMENTS WHICH MAY
PLY. DESIGN CA BEYOND AS STATED HEREIN MAY REQUIRE
ADDITIO At SITE -SPECIFIC SEALED ENGINE
2 110133.113% INCREASE IN ALLOWABLE -STRE-SS HAS BEEN USSOIN THE
DESIGN OF THIS "TEM.
3. THE ARCHITECTIEWGINEER OF RECORD FOR THE PACUECT
SUPERST'RUCTURE WITH WHICH THIS DESIGN 3 USED SHALL BE RESPONSIBLE
FOR THE IN`rEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
SMALL BE COORDINATED By THE PERMITTING CONTRACTOR.
4. SCMMA, is ALID aNCIIIIII.M. . RE :2111RIM IN
*5
Ofi .9U.'OF GM!C10FA11 5.10
L C� EM NIT
HEREIN. CONTACT THIS ENrINER FOR EZTnEORUt�A�TEORSPSAPHANCSAL'COULATIOINDSAS
A
M Y %ERE %1=0 DeTALED HEREIN 15 GENERIC AND COM NOT PROWDE
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INFORMATION MR A SPECIFIC SITE. FOR SM CONDITIONS ODIFERENT MGM
THNECONDITI $015TAILED HEREIN, A LICENSED ENGINEEROR RAMTERED
AKH�MTSORN�PROARE�5P�IFIC�UME�FMUMIN
CONJUMMON 11I "IS, DOCUMENT
6. DESIGN PRESSURES N BASED ON MALYJMUM TESTED
PRE55URES DIVIDED BYA ffEaMMIL
7 ALL FASTENERS TO BE GNI't 7NIPSLAATRMO�R OTHERWISE
AX�o OR E 5 UNLESS NOTED
ur"ERWIM FASTENERS SH 9 E CA
CORROSION -RESISTANT MATEIUAL AND SHALL COMPLY WITH 'SPECIFICATIONS
FOR ALUMINUM STRUCTURES' SECIIION 1.3 BY THE ALUMINUM ASSOCIATTOI
INC.; & ANY APPLICABLE FEDERAL, STATE, ANDJOR LOCAL CODES,
: AU_ STORM PANELS SMALL HE 24QA STVeL�, biOGI
S`fDRM PAREI-S SMN.L CONFORM TO ASIM 0653 STRUCTuRALQUALITY
S�LMOG VANUCOCOATTHIGWITHA MINIMUM FY�al KSL
10. ALL ALUMINUM EXTRUSIONSSHAU. 85 6063-76 ALUMINUM AJILOY,
UNLESS NOTED OTHER111SIL
11 T�&�OMOffAl�SK��YBEIN��HANGED�MLO
C A DITIONS DICTATE PAN ELS MAY BE M I
HORIXONTAILY AS APPLICABLE.
12M,CONCRJ�ANO�ORSNOYE HEREFFISHAUSEEMBEDDED70
NO CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
MANUFACTURERS RECOMMENDATIONS.
13. THE CONTRACTORIS RESPONSIBLETO INSULATE OR PROTECTALL
MEMBERS FROM OIS61MILAR MATERIALSTO PREINUTELECTAO.YSIS.
CA
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� PANELS MAY BE NOICH ED As REWIRED,
0 BOLTS
PROVIDED THAT CONN � - WASHIRIED
1`20I AN NUTS FASTENED a
ANCHORS ARE USED WHICH SATISFY rodVERLAPS; 0 MIDSPAN (USE
. SPANS ABOVE & 8 --- �
.1 APPROPRIATE SPAN TABLE)
14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTPACTOR,
1N MMIFIES&SANtSMARMILMS-THI ENGINEER FOR A_LCOSefr� ILDANABIES
PIC I LEGAL FEES & APPELLATE FEES RESULTING FROM "M
FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CAILLED MR BY LOCAL, STAII, & nCERAd. CCIOE� & FROM
ot, .,TONS OF TIM M.Ari.
IS EXCIPTAS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
OIRTIFCCA IONS OR AFFIRMATIONS ARE INTENDED
IS ALTE"MNS,�MnOkS..OR�MMARUNMTO�M�UMENT
� AR NOT 11111 0 AND INVALIDATE -IS CeRTFICATION.
17. PANELS H U. BE PERMANENTLY LABELED WITHA MINIMUM OF (1) LABEL
PSR�V.Y30M�.CONT�ING�HEMLLOI�NGMMR-nON.
ALLAMERICAN SHUTTERS AND GLASS
WEST PALM BEACH, FL
TAS 202, TAS 2OZ & TAB 203
I FLORIDA PRODUCT APPROVAL NUMBER
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POP --MPNAM IM
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
tANItAU#A STORM PANEL SEPARATION FROM GLASS
(MUNI W010 ZONE 4
& ESSENTIAL FACILITIES)
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1. ENTER SPAN SCHEDULES WITH NEGATIVE
DESIGN LOAD & 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 V41TH ALL MOUNTING EXTRUSMS
('r-TRACX. STUDDED ANGLE. ETC.). USE 615'
O*C , PANEL FASTENER SPACING TABLE VALUES FOR
A, .W. AND"U'-HEADERS (INCLUDING BUILD OUT
CONDMONS).
3 LINEAR INTERPOLATION BETWEEN LOADS IS
AC��AISLE, OTHERWISE USE NEXT HIGHER LOAD.
GLASS SEPARATION NOTES:
I. ENT" SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIF71ERMINE
MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTM
2. SCHEDULE IS REWIRED FOR USE WITH POSMviE LOADS ONLY,
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
LOAD.
3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSENT AL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GASS SEPARATION
SO4EDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED.
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I ANCHOR SCHEDULE APPLIES 70ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANSAND PRESSURES INDICATED
IN SPAN SCHEDULE SHALL APPLY.
Z. ENTER ANCHOR SCHEDULE BASED ON PAWL FASTENER SPACING, THE EXISTING STRUCTURE
MATEFUAL,&ANCHORTYPe SELECT DI LOAD GREATER THAN OR EQUAL TO NEGATIVE DE51GN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE),
1. "PAWL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
('F--TRACK,57UDDeD ANGLE, ETC.) USE 6.25- O.C. PANEL FASTENER SPACING TABLE VALUES FOR
ALL 'H"- AND 'U"-HEADERS (INCLUDING SUILCOU7 CONDITIONS)
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTU REPS' RECOMMENDATIONS
5 HOLLOW 5LOCK HOST STRUCTURE SHALL CONFORM TO ASTIM C90 BLOCK.
6� MIMMU M EMBEDMENT SHALL 13E AS NOTED IN ANCHOR SCHIFOULE�
7 MMMU M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO. FORM, BRICK, AND OTHER WALL
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ADEQUATELY TRANSFER WADS TO HOST STRUCTURE
B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACICED CONCRETE ONLY.
9. WHERE EXISTIN13 STRUCTURE IS WOOD FRAMING, EXISTING CONDMONS, MAY VARY FIELD
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TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
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11 RJEMOVABLE ANI ARE: DEWALT PANEI_MXTE, AUL-POI SOLID-SEI` A, BRASS BUSH G
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13. MINIMUM EMSEDMENI AND EDGE DISTANCE EXCLUDES STUCOO OR OTHER WALL FINISHES.
14. =DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES,
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16 LINEAR INTERPOLATION 15 NOT PERMITTED FOA. USE WITH THE ANCHOR SCHEDULES LISTED ON
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