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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
PowderRoom
ABV or Alov.
Above
FLR or Fir.
Floor
RA or R/A or R.A.
Return Air
AC or AIC
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
AH U or A. H. U,
Air Handier Unit
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
RE F or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Footl Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQ D or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BLK.
Block
GALV or Galv.
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 SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRGorBRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
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 CIg.
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
KANALL 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
T13
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.
TH I KN or Th ik'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O.B.
Top of Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WDW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
LINO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D,V.
DryerVent
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
DWorD.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/orw/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or WC,
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 WDR H DR
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WID
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Fir. Finished Floor
PWorP.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 FRAME -WALK REVISIONS
12-27-17 3.0 2017 FBC UPDATES
05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO
ORIGINAL DESIGN
08-27-19 3.2 ENG. REVIEW FOR 150-C MPH
09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA
05-14-20 3.4 ELEV. B REV. ENTRY PER M.K.
12-15-20 3.5 OVERHANG OVER SGD REV. TO 31
12-19-20 4.0 FBC 2020 CODE UPDATE
11-29-21 5.0 ADDED ELEV KLM PER C.M.
I = IE INI INI JX 17Z10M
A 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
S3M MONO DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
WID WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
PA1.3 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
VIRTUIAL REVIEW ASSIS;
I
for C
Editi
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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OWNER'S BATHROOM
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42" H UPPER
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— — — — — — — — — — — — — — —
SPECIFICATIONS
T.O.M -- — — — — —
HDR HGT - — -- — — — — — — — — — — — — — 4
2" 1 " x 9" SMOOTH
CEMENTITIOUS FINISH TEXTURED
TEXTURED IM01:11D EIEI HEAD/BAND
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2" x 4" SMOOTH 18 x50"
TEXTURED
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T- - - - - - -
F.FL. 25 SH
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3068 16070 OVERHEAD DOOR
FRONT ELEVATION - 131
SCALE. 1/4"=V-0"
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SPECIFICATIONS
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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 LIL 217.
6. Provide AFCI's (Are -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 LIL 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 ANSULIL 2034, standard for single and multiple station CO alarms or
LIL 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
corner counters.
ELECTRICAL KEY
1 4z)
1`��
DUPLEX CONVENIENCE OUTLET
I '±��
PEPP
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
Flz�>v
SPECIAL PURPOSE OUTLET
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
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FANILIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[CH]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USIB
TELEPHONE/USB (OPTIONAL)
FTq
TELEVISION (OPTIONAL)
NT 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
�M-j
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
150AI200A INDOOR
PANEL CENTER
NEMA 1
1 50 AMPI
200 AMP
MAIN
0
200 amp
150 amp
4 copper to lights & outlets
2 copper to 20 amp ckts
0.2 copper to WH
0-3 copper to Dryer
or 4/0 SER Alu
Disconn
UNDERGROUND_I]octl
POWER CO. FEED 4 Bare Cu Ground
INTERSYSTEM
B01114DING #4 GROUNDING WIRE
TERMINATION PER WITH CODE APPROVED
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.
VERIFY METER
LOCATION WITH
BUILDER
WP
In
5INK
r05-11N Vol
VERIFY LOCATION WIRRIGATION
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W/ 25" EXT. ABOVE SLAB 40
4'-0"
STEEL" 25'-6"
BEYOND WALL
20'-6
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STEPS AS
REQUIRED
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CONDITIONS
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BARS
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0"
FOR SGD. REFER TO
MASON'S SLOPE FOR N I I F—
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SLOPE
(D
HERNANDO COUNTY ONLY
RECESS FOR FRT. DOOR
3-1/2" MIN 2500 PSI CONC SLAB 0 6
TOP OF CONC,/ PAVER TO BE 4"
MIL VISQUEEN VAPOR BARRIER
BELOW FIN. FLR.
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FOUNDATION PLAN MONO - ELEV-B1
SCALE: Y4"=1'-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F"OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE I BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING I
VVVVF PLACED IN
—1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB
THICKNESS WHERE
OR FIBERMESH
SHOWN ON
REINF. SEE PLAN.
—7—
FOUNDATION PLAN
%
X
Uj
CONTROL JOINT DETAIL
SCALE: 3/4" = V-0"
—#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
**Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seaL
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SEE 3/S5 FOR
STANDARD
GABLE END_
FRAMING
2X TOP PLATE TO —
GABLE END W1 16d
NAILS @ 6" O.C.
2X4 STUDS @ 24" O.C.-
W/ SINGLE BASE & TOP
PLATE W/ PLYWOOD
SHEATHING COVERING
I GE15i)I, FALSE BEAM
/ SCALE: 3/4" = 1 --0"
STRUCTURAL
SHEATHING 7/16" MIN.
NAILED W/ 8d COMMONS
@ 3" O.C. @ EDGE & 6"
O.C. FIELD RUN FULL
SHEET FROM BOTTOM
OF FALSE BEAM
0
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GABLE END
RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
:XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12]
a=4ft
AREA ROOF 1 2e 2n 2r 3 je 3r
HIP -35.94 -49.57 -49.57 -49.57 1
10
i GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58
ROOF NAILING SCHEDULEI NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" 0,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: 3/16" EXP. 1 CY16) or 15/32" EXP. 1 (33/16)
TILE: IY32" EXP. 1 (32/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
U U �UIKI �U[ 1ZK1= 0 IQ r11nC!A-r=Q �UAKI 151 , cupA-ruikif- QUAI I pp: pAq-r=Ki=r-%
4. VvFlF-r%r- 1 K- 0 C-ri 1-1 0 1
WITH ASTM F1667 RSRS-03 10d (2Y2"x0.131") NAILS ORASTM 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
W1 BLOCKING PER NAILING SCHEDULE.
TYP (2)
A A
TO (2) 10 r
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1/4" x 2 3/4" & (10) 1 Od NAI LS
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To
C �0
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S195
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
R73
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 1 112"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Old x 1 112% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
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" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 31,
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
176014095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1 1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
W/ (24) 1/4'. x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR W/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT1 5
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
31 00-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2 1
590
1 555
12-1 Od x 1 1/2"
HHCP2
1 680
570 1
(20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24"
I
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (..).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 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) 2A 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
1K1TrDQF-r1T10k1Q QD1 lf'iklr.'
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
,ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FRAMING PLAN - ELEV-Bl
SCALE: Y4"=1'-0"`
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within
these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineer's signature and sea
a on y r
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed 1_1360 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 --
Safe vertical load Safe horizontal lo�d -1-0
GENERAL CONCRETE LINTEL SCHEDULE
0 U4_'01
8F8-1B/1T 8F8-0B/1T
(A- �
k�2) 9
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
81744 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T
(a e
FORM & GROUT SOLID
r
LU
0
#5 BAR CONT.
8F12-1B11T
(S�)
W" LINTEL DETAIL
SCALE = N.T.S.
.
E'.
MOM:No
m,--
F = FILLED WITH
GROUT/ U = UNFILLED
R =RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
< Ld
8F16-
EB/1T
0
L6 Z
tNOMINAL
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL_
HEIGHT
MATERIALS
1. f c precast li tels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi w/
4. maximum 318" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CM U) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
REBAR
MIN.
r
AT TOP
(1) REQ'D
'J 1/2"
JEAR
ALTERNATE POWERS
STEEL LINTEL
4 4
7�_,
A I A
-
.4*-C. M. U,
#5 REBAR AT TOP
> Z
4
-GROUT
MIN. (1) REQ'D-
1-1/2" CLEAR
4
4
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4
<
F-
-#5 REBAR AT
U) U) Lu �s
F-
0 0
BOTTOM OF
ED
LU 0
LINTEL CAVITY
LU
"*-BOTTOM
REINFORCING
PROVIDED IN
+_ LINTEL
Ir < M
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L
-5 REBAR AT BOTTC
�S
7-5/ 8"ACTUAL
'NOMIRAL -WIDTH
(VARIES)
Lu 0
X CL
INDICATED
L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
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 @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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To the best of the Engineers knowledge, inforrnation and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florda 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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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
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(11524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
STRUCTURAL NOTES
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 6rrMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
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 W1 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 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4,
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2� 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
13. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DIL + FLOOR LL + ROOF LL
TOTAL DIL + 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:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-1 4
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3"
2"
1 y2"
Y4 "
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
STRUCTURAL NOTES
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
BUILDING DATA 140 MPH
CRITERIA.
WIND SPEED (ULTIMATE)
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ALLOWABLE) 108 MPH
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2. 1.1
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
BUILDING CATEGORY = 11
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 Wl 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
DESIGN WIND PRESSURE:
CONTRACTORS DISCRETION.
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
4.3. CONCRETE MASONRY:
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
INDOWS AND DOORS
NON -MOISTURE CONTROLLED.
CONSTRUCTION
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
STEM WALLS.
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI
GARAGE DOORS (V = 140 MPH)
MINIMUM.
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
SINGLE 90 +26.1 PSF / -29.9 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 160 +24.9 PSF / -28.0 PSF
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
SOFFIT +29.7 PSF / -39.7 PSF
4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
GREATER SECTION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS,
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
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.
-,DESIGN
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
ANSl/TPI 1-2014, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
NOTE:
PER FLORIDA CODE R703.7
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5. FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
FASTENING SHOULD BE TYPE "W" 1Y
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
ROUND METAL PIPE: ASTIM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW/
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
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.
NOTE:
4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (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 m
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate I 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-17'away from the building side walls.
3. Irrigation/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite 're"taton,,between
wall covering and final earth grade shall not be less than 6 inc s.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra
etc., shall be made with permanent metal or plastic forms, Permanent forms must �es'
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C,?ncrete overpgr and mortar along the foundation perimeter
must be removed be ore exterior soi treatment,
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
b a licensed pest control company before a certificate of occupancy will be issued.
T�e 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 T-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material,
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the structural plans and specifications contained within
these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineers slgnature� and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
WALL SHEATHING
. . .. ...... ...... ....
.....
... .... . .....
...................... ......
... .........
.... .. ....
�'
.... ..
........
...........
16GAxl-1\2" LONG (3/4"-1" CROWN)
.. .. . . .. HMA X -1/2" LONG (3/4 -1'
STAPLES @ 6" O.C. VERT BETWEEN A ......... ........ 16GAxl
STUDS (NOTED THUS:-) - OFFSET ROWN) STAPLES@ 6"
I
STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS
J (NOTED THUS:-)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
1 Of-Ofl
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 000
51-0"
4
01 C)
-01,
STUB -OUT FOR
C:) LO
19 0
GAS METER 0 0
9
0
N X:
—
MEASUREMENTS ARE FROM FINISHED FLOOR
0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN'
TY**
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-Y
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
101-81,
(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'-Y
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8 '-6-1
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11 141
(2) 16d TOENAILS
2" X 10" @ 24" 0. C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
1514'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS —
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCI"'Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1/8" or two 112"
6500s 1.8/1.7
1 wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2x + 518" or 3/4" wood panel
902.0
2x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
:zl_�
FILL CELL
STD. 900
CONT. #5
HOOK
BAR
STD. 90' HOOK BOND BEAM
BOND BEAM STEP
SIMPS(
w/ (22)
NAILS 1
CONT. #5
BAR
5181
#5 CONT. THRU
BOLT
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
Ablock
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid
Solid block all p st from
all postsfrom
STUDS
g e
abovetobearin b low.
SECTION INT. BRG. WALL
N.T.S.
I
1/8" min.. 2" min.
2" m Small gap
"
..
4
max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
-flange connection.
web
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stifle er 2" min.
4) Placejoists together and nail from each side with 2 rows of 10d nails
required when indicated or n 4"
.
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)/81' GAP @ TOP sides by 6".
- Hangers with sides not containing
WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor cnl,,mn,,/ IrLqri,
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
A 6"
code for appropriate
'N.
details in
I
One 10d box
Lor=20
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls
higher than 15001b
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls : -for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
Web Stiffener Fastener Schedule
Joist Bearin cation
Series Depth I End I Intermediate
�Vvvo
9-1121,
2-8d
2-8d
11-718"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s0_f_1-7/8-
BCI 6500s@
9-1/2"
2-8d
-f--8—d-
2-8d
3-8d
_14-
—
-2 8d
5-8d
16"
2 -8d
6 -8d
R
BCI 60sY
11-718"
2-8d
3-8d
14"
2-8d
5-8d
16"
f-8d
6-8d
BCI 90suR
11 -718"
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSC
w/ (22) -
NAILS 1
RTRUSS
OP PLATE
C
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META1 2
Plumbing
META12 TSS INSTALLATION
beam below Load bearing wall must stack over
4-
-
blocking and wall or beam below.*
tl� Joist
When joists meet over wall, provide
13/4" minimum bearing for each.
I -Joist can be offset
IF M
"
Provide adequate bearing
for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
10d nails require additional consideration.
SECTION INT. BRG. WALL
N.T.S.
v- --
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
D
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
(se,
DO NOT cut, notch
or drill flanges
A ROUND HOLE MAY \-DO NOT CUT HOLES
6 6"'
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT _,01 ?e-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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 BCCALCSOFTWARE.
HOLE CUTTING CHART
N.T.S.
up to 3
to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Joist hanger
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
te .!:. - _-f ---`I
Backer block (12" wide min.) =1 I 11=1 I ==--1 I 1=1 I
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
rT
Install kti,11 to to, flange
1 . 1 4
FOUNDATION INFO
STEM FOUNDATION
F-GRADE REINF
SEE PLAN
.
Fill
bl
ck.
-
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 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
0 6 X Joist
D depth
I -JOISTS BUCKETS
N.T.S.
/-vt, unmoizz,+ rvt,
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFTVALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A REQUIRED)
11
w/ (18) 10d x 1 1/2
NAILS
1 OA
X1 J/
UPLIFT 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x T-O"
CENTERED @ PIPE
PENETRATION
4 d 4
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLN.
SIZE & REINF.
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4' 0"
CENTERED @ PI�E
PENETRATION
/�PVC OR SCH40 SLEEVE
PLUMBING LINE
4/".
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
4,1
4
1 A -t4
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 signatureand sea] is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seaL
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SCALE AS NOTED
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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
1-1� I
� V � 2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" O.C. W1 (2) -\ PEI 10'-0'1 (R302.1 1)
16d TOFNAILS T & 8
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
HURRICANE ANCHOR @ EACH @ 6"MAX FROM END OF 2 x PLATE z E
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' /Ir 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 W1 ASTM IE-LI I E I 1- 9
D7158-CLASS G or H, or ASTM
D3161-CLASS F, IN
- I, -, --
III �JJEI I
ACCORDANCE w/ TABLE
Ell I I FEI
R905.2.6.1, FLORIDA BUILDING
EI I IEEI I I-- E
CODE 7TH EDITION (2020)
till
8"
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT
ELEV. VARIESJi-`� I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
5/8" OR 1 1/2" HIGH
r����ALUMINUM
DRIP
STRENGTH CEILING
EDGE
IVALUMINUM
BOARD PER CODE (OR 5/8"
FASCIA
GYP. TYPE "X" @ GARAGE
\2"
\0.
W/A HABITABLE ROOM
1
N. 2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
CEILING & 8" O.C. WALLS
8'W"X`16" KNOCK -OUT
INSULATION PER
BLOCK W/ 1#5 CONT,
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T. HORIZONTAL
NAILER
8" C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
PE 'IS" MORTAR
_----ARCHITECTURAL
FINISH
1x2 PTWD FURRING @24"O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS (SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
;2
4"xl" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB
W
/-NOTE: EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 61,
"FIBERMESH"
BELOW GRADE
co
co
6 MIL VAPOR
0?
BARRIER
C4
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT
ON 3" CHAIRS TYP.'
1'4' (1 STORY)
STD. 90 HOOK (SEE
U.N.O.
4"
V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION A
SCALE: 31,V= V-13"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
TPAVERS-� O.H.D. RECESS
0?
SEE A/S3 OR J/S6 '14-71 L, rT-1 P IR +-Ir-i F-11 ::,
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STORY) / V-8-- (1 STORY w/ DEPRESSED SLAB OPT.)
11 r 8" (2 STOR))
GARAGE DOOR SLAB RECESS K]
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
ADDITIONAL INFORMATION.
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLTINFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 1 Od NAILS
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
GG
S3
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
2xS.P.F.ST DS 16" O.C.
,,,.-2x STUD
8" C.M.U.
1 "x P.T. STUD
#5 VERT. IN FILLED CELL
5/8"x6" "T' BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
2x P.T. PLATE
ASSUMED FINISHED
-Z GRADE
FRAME WALL TO C.M.U. WALL CONNECTION
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
GRADE
C0
1-1
:-(1) #5 REBAR w/ OPT.
I t.1 I g=-I I � 7=1[l 1 r-SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE i(�L
SCALE: 3/4"=V-0" � S3
BLOCK WALL BEYOND
EXPANSION JOINT� r-O.H.D. RECESS
4'
A
FTI,
TV
0-
I r= I
r
�4 41'
LF
rF,4PI,
SEEA/S30RJIS6--- -W�=jl
FOR REINF. INFO. MIN. CLEARANCE
1`4" (1 STORY)
V-8" (2 STC RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1,,,S3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
71/1F
k-7,4- -- -R\ ----\ -b�d b;z+- -, 4A -v-- -b:d
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ----- \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
TOP PLATE S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(112) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS
SHEATHING REQ'D. FOR ALL ,,---2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0. C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (110) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
2x3/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. U-10" (ALT: 1/2"x1l 2" TITE N H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL
@ 24" O.C.) 2-1 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1.4
ELEV. 4-3 V211 "'k / I[ - I
A.F F P
LL-
L
111L I Tr;=Tl 5T73 1/2"(min.) 2� C 1/2"(min.)
CD
00 LI ::--I IF- I IF'' 00 5�
I I IF-ELI I
-:ILI I
11E 11�,: :'Vl, 3 1/2"(min..). - 4'�,
3 1/2'I(min.)
(2) #5 CONT. 4" 1'4' 8" (2) #5 COI
U.N.O. MIN. U.N.O. MIN.
/-N
TYPICAL BEARING WALL 6 STEP 6D SHEARWALL f C � FY IUAL bt:AKINU VVALL Qw- b I ItH
"SHEAR WALL"
SCALE: 3/411=11-011
60A �01\�
- SOG
0
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C V'7"s
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
2x BLOCKING HORIZONTALLY@ APPLICATION
INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
101-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL
PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
6 x 6 W1.4 x W1.4 WWF OR
12,5pt
2X PT PLATE
20" MIN. LAP [24" MIN. LAP]
#5 REINFORCING
FIBERMESH
WEEP SCREED INSTALLED
BAR
E
PER MFR INSTRUCTIONS
N�`-#3 OR #4 REINFORCING BAR
z:
2�
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fp-40's
FINISH GRADE 00 n;
26' 11 N. LAP [30" M I N. LAP]
[GRADE 60 MIN. FV= 60klsill
o?
6 MIL VAPOR BARRIEFT
riz
��Fi ma I
''T
��I 71-fff cli
T17-1 I I--T
Rxx� XX,14 11� �,A A��
#5 REINFORCING BAR
R 17/8"
= 0 4 HI MI �"E, -LI
COMP. SOIL. (COMPACTED TO I- 11-1
III
95% MODIFIED PROCTOR ASTM T
D 1557) l I till 1 -11111 -it III
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BID.
P.T. 2x
HOLD GYP. BD.
'e 2-2 1/2" FROM SLAB
CONT. BEAD SEALAIS
.. 4 A <
INTERIOR
-3 1/2"
4
A
CONCRETE NAILS W 11/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN,
TENSION 120#) CONCRETE S
<A
0?
171) 6 MIL VAPOR
BARRIER
14" 14"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0"
-2X STUDS @ 24" O.C. U.N.O.
GARAGE
zz--- 1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CO NT. BEAD SEALANT
6 x 6 W1.4 x W1.4
C- WWF OR FIBERMESH
K
S3
36" MIN. LAP [36" MIN. LAP]
101,
'---#6 REINFORCING BAR #5 STD. 90 HOOK
SCALE: 3/4"=V-0" � S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (110)
vv' " u'
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM\I1
I AT
END OF 2" x PLATE
Uj
-j
i
co
U-1
LU
U)
(2) #5 CONT.
;LI I
I
ON 3" CHAIRS 811 V-41'
(TYP.)
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
C?
All UP 'I �1@ I ILI '1P.,
8"
#6 LAP SPLICE TYPIrAl INTFPinP FAPINr.
REBAR DETAILS F WALL w/ UPLIFT rG
SCALE: N.T.S. �3 SCALE: 3/4"=V-10" � �3
VARIES
SEE 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
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
AT 24" O.C. MAX. x
SEE PLAN FOR CONNECTION INFO 4
& LAYOUT DESIGN
TOP OF BEAM
A
SEE ROOF PLAN
co
(2) HTS20 FOR STRUCTURAL
BEAM SIZE & .!4
CONNECTION INFO Cn a .1P
r--2x4 P.T
PLATE
/16"
O.S.B.
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6
z
22
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
LU
SCHEDULE
=
*
SEE TYP. WALL SECTION FOR ADDITIONAL
*
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
:�
-,
LU
COLUMN SIZE AND BASE
rM
ES
U-1
LU
CONNECTION INFO.
SLAB STEP & RECESS (c) S.G.D.
co
SCALE: 3)4"=1'-0" �
QI=f'HDC: 0-A 0 T PThA 01 ATr-
�S3
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS
COLUMN TO PORCH SILL
P1
AT 8" O.C.
MASONRYWALLAND
PAD FOOTING
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
ATTACHMENTS
EXTEND FILL CELLS
TO FOUNDATION PAD
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL-\
MAT REINFORCING.
CO
U.1
SIZE VARIES PER PLAN
EE
w/ MIN. (2) #5 VERTICALS
-- z
00
GRADE _J I
FILLED SOLID (SEE PLAN FOR
Uj
Uj
SIZE AND REINFORCEMENT)
LU
-j
LU
U)
Z= LU
a_ LU
LU
I =d I i--
BRICK PAVERS or SLAB PER
11.1 U)
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COMMUNITYSPECS
Li-
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1= 4 11 ill 2
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""-��FOOTING -1
LIP11 -9 1 a i E::d I I -� E i - - H i-F i B EYO N D 0
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PAD REINFORCEMENT - 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL N
SCALE: N.T.S, 1,,13�,
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within
these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineer's signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
SCREW OFF CAP (3" DIA.)
--2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W1 DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
PLATE
I
1/2
MAXIMU
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 1 Od @
"i ) 4" O.C. FROM EACH HEADER FACE
TO BLOCKING
--�(2) 2x HEADER
8
PER PLAN
\\\-- 2x BOTTOM PLATE W1 (1) 1 Od @ 8"
VARIE5
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. ��4
12
SEE TYPICAL WALL SECTION
(TYP) 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) 10d
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W1 (3) 1 Od NAIL
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
L_/A
5/8" x 10" "J" BOLT @ 24" OIC MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
---:: d
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
CL_
TO DRAIN
L�/
EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S.
7 5/81, 8" 7 5/81, 8" 7 5/81, 8"
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD
SCALE: N.T.S.
�,14�
KNOCK -OUT
BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
11 24-
-
4
STD. 9d'H
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL -------
SEE FDN. PLAN FOR LOCATION
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL'
NOTE: FOR BEAM DEPTH 22", PR(>VIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
MOUNTING BASE SHOWN
IN POSITION
2x6 MOUNTING BASE
N,
>
0
FORM CREATES CONCRETE RECESS TO
2X4 (NOM
RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8xl 6 C. M.U. GARAGE DOOR----.
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
L
'BOTTOM OF MOUNTING 13�
POURED CONCRETE BASE FOR
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
GARAGEFLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
Y)
0
2x CRIPPLES @
16" 0. 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 8x8xl 6 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.
2x6P.
J-BOLT
TRACK
BRACKET
FOP
I
iARAGE
OOR
WIMOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUD
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
41-91
(2)
(3)
(2)
I (2)
(1)LSTA30
9'-16'
(3)
1 (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
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"X1 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
SCALE: N.T.S.
�4
SIMPSON
SIMPSON
A 1
12
TYP.)
SEE ELEV.
I
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER7;�_,o
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
EBLOCKING
i) EACH END
(L
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
LU
C
O/C FIELD
J
z
2x TOP P LATE
\!2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIEPJGIRDER 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
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
-7
MAIN SPAN
2x P.T. PLATE-�---,,
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FO
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT,
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL --- I
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE
MASONRY WALL DETAIL
I If /8"X10" "J" BO LT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
E
SECTION
P
\ I L I
\-SIMPSO' N SP4
I
41
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/S1 FOR ADDITIONAL
DETAILS
LINTEL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
0
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 10d @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
4&,, SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL -j
EXTERIOR ST DS
U
W/ 1A\ 16d TOENAILS
TOY6PPLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC)
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
K,
SCALE: N.T.S.
1,, �4
F= 2240 LBS
SIMPSON
SIMPSON SP4
SP2
I
I =�111
\ x- I
\-NAILED
INTO
TRANSOM
N G
TRANSOM FRAMING
FRAMING
P.T.
SEE SECTION AA/Sl
/S
A 1
-ATE
AND BB/S1 FOR
I
TAI LS
ADDITIONAL DETAILS
SIMPSON
spi
SIMPSON
SIMPSON
RECESS
-RECE 9
S'
LI T
/_ LINTEL
SP4
SP4
SIMPSON
SP4
SIMPSON
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SP4 --\
SIMPSON�
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/0, j
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
3 (5645# SPF)
33 (6970# SPF)
)S (9335# SPF)
IN. 8"
PDXIED A.T.R.
& NUT
'OXIEDA.T.R.
I & NUT
OXIED A.T.R.
I & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
4 2X8 P.T. BOTTOM PrTE
\-5/8"X10" "J" BOLT @ 24" 0 MAX-
C (MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
"
—
ROOFTRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0" O.C.
-MASONRYWALL
1 Od NAILS @ 4
1 Od NAILS @ 6" O.C.
-,------
STAGGERED A
STAGGERED
0 0 TRANSOM FRAMING
BEYOND.
PLYWOOD FASTENED TO TRUSSES
,�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
10
& 8" O/C FIELD
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
I 1 11 a SIMPSON SP2 w/ (12) 10d NAILS MASONR
I 5/8"X10" J-BOLTS @ 24" O.C.
o SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-
Ell
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
518"x1 0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
-
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: T.S.
S4
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0
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o the est o t e ng nee s know e ge, n rmatonan eie,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seaL
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SCALE AS NOTED
SHEET NO.
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C-4
C'4
C'4
SIMPSON HGAMV
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (z
114"X2 3/4"
TITEN TO CMU
1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK
MOISTURE BARRIER
PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,,
GABLE WEB
SECTION (2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
�5
SCALE: N.T.S.
�5
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
CO
M
x
SEE STRUCTURAL
CHORD BLOCKING
NOTES AND NAILING
x
INFORMATION
co
co
;0
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/-/
-WOOD TRUSSES
50
00
2"x4" CROSS BRACE
(2) 16d NAILS
APPROX. 8" FROM
-2X4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
ATTACHED W/ 2 -16d
NAILS @ EA. END
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W1 (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0. 148,,, L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINA
SPACE AS SHOWN FOR 3-PLY
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 TOENAILW/
6
(2)16d NAILS-,---�
SCHEDULE FOR SHEATHING DETAIL-7
2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5 BACKNAIL W/ (2) 16d NAILS
UNSUPPORTED,
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END,
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAIL W/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45'±
45'±
z
45'
SEESTRUCTURAL
NOTES AND NAILING
2x4 CRO
3 BRACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAIL -A
2X4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@4,KI SKER
8 _O�O/C
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
1" BRACE TO EXTEND
2X4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A W1 (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT W/ (3) 1 Od &
--,--FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS Ca EA. ,
- -1
BLOCKING
7116" OSB SHEATHING
END
I '\- GYPSUM WALL BOARD
ATTACHED W1 1 Od
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W1 (2)16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
I
r5m
ls? 6-
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
INTO 2" 6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
MAX. 9"
BACKNAIL W/ (2) 16d NAILS
UNSUPPORTED, MAX, I"
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
IF >9" SEE 10/S5
NAILING SCHEDULE FOR SHEATHING�
DETAIL
x
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
A
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
L" BRACE TO EXTEND
EACH JOINT W/ (3) 1 Od & (2) 1 Od
EACH JOINT W/ (3)
0
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
10d & (2) 10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
-GABLETRUSS
SECTION FOR SIZE & SPACING)
2X4 PANEL BLOCKING
///-1/2" CDX PLYWOOD OR
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
/-7/16" OSB SHEATHING
1-11-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
_.
:
(2) 16d NAILS
W/ (2) 16d TOENAILS
-2x4 "T" ON TOP OF PANEL
x
.
.
FO
2x BLO
2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.0 R CKING 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
@ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO
SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
"
""
"
"
"
MOISTURE BARRIER 1 Odx3" @ 4" OIC
SIMPSON SP2 w/ (12) 10d
-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
NAILS AT EACH STUD
'1'
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
r3
r4
SECTION SECTION
SCALE: N.T.S. SCALE: N.T.S.
MAX. 9"
8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/S5 r--WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLETRUSS
-1/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
SIMPSON HGAM1 OKTA W/ (4)
ED) O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"X2 3/4"
SEE PLAN FOR
TITEN TO CMU
-CONNECTION
2X4 "T" ON TOP OF P LL_�
BLOCKING, FASTE.. L 2X4 BLOCKING W/T_�
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. P 1 Odx3" @ 4" O/C (2)12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
SECTION
NON - LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SCALE: 3/4" V-0" rD
SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9
ADDITIONAL INFORMATION. SCALE: N.T.S.
SCALE: N.T.S. �5
111"s-
1INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL J�
SCALE: N.T.S.
S5
TOENAIL
(2) 16d NA
12"
�SH SCHEDULE
XTACHMENT
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 �0
SCALE: N.T.S.
'\, �5
GABLE TRUSS
S5
"L" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
S5
S5
\-CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
6" OVERLAP
AT LEAST TWO TRUSS SPACES
'-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
- 0
z
LU
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" O/C
�,_MOISTURE BARRIER
-BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
BEARING LOCATIO (UNEVEN CLG.)
EXT. WALL CONN. NON LOAD
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"XIS" (U.N.O.)
1" BRACE
24"
0'0" - 3'-0"
T-0" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
81 MPSON SP2 w/ (12)
1 Od 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
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S. (:]S5
2X4 "T" BLOCKING
48" O.C.
/--16d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" O.0
TYPICAL
W
4�
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL/"- 6
SCALE: N.T.S. �5
DIAPHRAGM
BLOCKI
48" O/C NG @
,-GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /"-7
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
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NOTE: /-TOP CHORD ?X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
/BOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, infornriation and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-02399
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1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER [-lx4 F
F TO PRODUCT
FP.T. TO PRODUCT
APPROVAL FOR CONN.
TO PRODUCT APPROVAL FOR CONN.
APPROVAL FOR CON X4
1 x4
1X4 P 3/16"0 X 3" LONG FURRING FURRING
TAPCONS (2) ROWS 3/16" x 3-1/2"
-1/4" LONG X3/16"O 77
3 FURI[iTING
_L TAPCON @ 16" O.C. & 4" 2X8
TAPCON. INTO
STAGGERED @ 16" E
BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8
DETAIL 2" EDGE DIST. ATTACH
PER MANUFACTURE of
MASONRYTHROUGH
1x8 wl (2) ROWS 8d NAL
1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL s 3" DETAIL
STAGGERED @ 12" O.C�
-3/16" x 3 -1/2" DOOR JAMB (REFER
TAPCON @ 16" x4 P.T.
TO PRODUCT 1x4
EACH END W/ MIN TO PRODUCT
DOOR JAMB (REFER
DOOR JAMB (REFER O.C. & 4" FROM APPROVAL FOR CONN. F 1/2" DRYWALL
2" EDGE DIST. APPROVAL FOR CONN. X 2x8 P.T. w/ (2) ROWS 3/16
TO PRODUCT
x 3-1/2" TAPCON @ 16"
APPROVAL FOR CONN. 1x4
(2) ROWS 3/16" x 3-1/2
O.C. & 4" FROM EACH
,4 " / FURRIN(
TAPCON @ 16" O.C. &
END w/ MIN. 2" EDGE DIST.
4" FROM EACH END w/ L
Z 2x8 P.T.
ATTACH SECOND PLY w/
MIN. 2" EDGE DIST. 2x8
L 2x P.T. AS REQ'D (2) ROWS 1 Odx3"
2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL
STAGGERED @ 12" 0
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSK`CC
SCALE: N.T.S. SS
N. 1X4 1/2"DI
*2 E I
�j 6"
IST
D
W/
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S)
2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT 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
SCALE: N.T.S.
111,!js
.A
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER
INSTALLATION DETAILS
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW----'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
1/4" MAX
ir
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2'-0"
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (11/4" MIN.
EMBEDMENT INTO��)
/4" MAX
4/_1 2'4'
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
(2) 1 Od
2 x 8 VERT. W/
NAILS AT EA. END �1� I � 7
LEAVE A CUT OUT IN O.S.B. ON
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
""-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
THRU OSB INTO 2 x 8
13-13 ARCH DETAIL
SCALE: N.T.S.
�S
SECTION
A -A
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. RAID.
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
TMAX. RAD.
EQUAL
MAX. 8"
PROPER INSTALLATION
#5 REB,
(TYP,)
FILL SOLID
STD. 90,
HOOK
BOTH CELLS
JL
I
LL NOTCH WEB AT
+5 A
FIRST 2 COURSI
DAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD
SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O,C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR
PLAN
2X6 #2 SYP @ 24" O�C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
IMPSON
(5) 12d NAILS
2X6 TO 2X4 H2.5A W/ (10)
8d NAILS
S
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
. .....
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6 MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y2"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
SCALE: 3/4" V-0"
�s
#5 CONT. TOP & MID
"
_L
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER 6%0"
'T"
=I I 1=1 F& I V`
I r=-, TIP-- I L
1>
GR DE 1>
Cl)
2�
= ;�
CN
(2) #5 REBAR. (1 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
.00
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21 SCALE: 3/4" = V-101"
FILLEDCELLPER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
2"x BOT. PLATE W1 (2) 10d @ 6" O.C..
4,� #5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
kR 41*
#
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
><1
O.C., 2 ROWS STAGGERED
*40#,
-
41
eTD 90- HOOK
2x BAND JOIST W1 FACE NAIL 10d
(TYP.)
@ TOP & BTTM CHORD, AND (8)
YP.)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
E:71:7/,
JL
Ej/
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
wl (4) 1/4xl 1/2" SDS SCREWS
OITNTEB @ FIRST COURSE
-±2'L
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN K.O.
THE
INTO BLOCK
:S
i
FILLED CELL INSTALLATION rH
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
BIRG WALL TYPE
PER PLAN
F CHANNEL,
FASTENED PER
NOTE 2 BELOW
CONT 2X4 NAILED TO
BLOCKING W/ 2-12d NAILS
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
1-3/4" TRIM PAINTED
SS NAIL W1 5/16" HEAD
---------- DIA. @ 24" O.C.
L CONT VENTED OR SOLID SOFFIT
OCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
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 W1 (3) 16 GA. 3/4"XI/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
- SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.�
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 Z-15"
DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
4
�'/y
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+
+
+
BLOCKING AS
REQUIREDTO
SUPPORT SOFFIT
++
�RU
G4 DO
SS AS
UBLE
SHOWN FOR O'�
,X4 SCAB FOR 1 -1
�/VG 1 " NAILS
To TRUSS Toll
+ PLYW(
-L--W,24 +
0
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTEN
SION rM
SCALE: 3/4" V-10"
SS
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDW/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT
3" MIN. EDGE DISTANCE
RETROFIT FOR MISS
MSTAM STRAP
SCALE.,, -
qPP qHF:PTn,) Amn
z
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0
(n
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FILL 1 st 4 COURSES
SOLID WIGROUT
FOR OVERHANGS BETWEEN OVER 1 112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.�
OVERHAN
:4
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
INISH F
>
A
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.1.011 t� -
A CENTERED W/
V- .6 11.
T9 =HH IN TOP
KNOCKOUT/ C-"4
A
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A
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SIZE AND REINF. PER PLAN
MONO FOOTING
AND SECTION DETAILS
CLEAN FILL J
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TING SIZE AND
REINF. PERLAN AND STEMWALL
STEMWALL FOO
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-0"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
(2) #5x6'IN CONC.
<
C/) LO FILLED CELL
DRILL 314"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
EXISTING FOOTING SECTION
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and sea] is only for
the ructural engineering portions of the drawing pages bearing
st
Engineer's signature and sea].
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CROSS BRACING DETAIL (TYP.)/,/-
SCALE:NTS
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 I
MAY BE NA LED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
T LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS . GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM,
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION.
CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB,:�
5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EAC H S I DE w/ (3) 12d NAI LS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 10d x
1 1/2" NAILS EACH
lffl
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
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL r7
SCALE:NTS
DIAGONAL
AT 81-0"
MAX
WOOD
TRUSS
ROOF
SEE
PLAN SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
E "lu
AN SHI
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER HIP
G.T
SIDE OR BOTH IF REQ'D) C.
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
I
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT-/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d L
TOENAILS TO TOP
PLATE & (2) 12d END MIN. (2) 2X4
NAILS TO TRUSS
SPFTOP
BOTTOM CHORD FPLATE
3
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
COMMON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
dkVARIES SEE PLAN
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
OIL SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN. 2x4 #2 SYP P.T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE,
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
SECTION-@
ENTRY
�8
SCALE'NTS
SIMPSON LSTA18
wl (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
(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 wl (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
I 10 ",.-A 181
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
SIMPSON HUC41 0 w/ (14)
1
tSEE PLAN L,
FOR CANTI
16d INTO HEADER & (6) —
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
—SEE FLOOR PLAN FOR
I
COLUMN SIZE & BASE
OSB FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
___--7/16"
OSB FLITCH PLATE.-----
SEE FLOOR PLAN
FOR
FORT
REQ'D ONLY WHEN
COLUMN SIZE& BA�SE
a,
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULEIPLAN OPTION B OPTION C
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
COMMON BM. TO POST ATTACHMENT
A A
SEE PLAN FOR
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O. \_,9EE PLAN FOR
CANTILEVER IF
SEE FLOOR PLAN FOR INDICATED
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE:NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
K�22�
CONNECTION
SCALE: NTS
SCALE: 3/4"=V-0"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
GABLE
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
I
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
H ETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
OR BEAM
BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
\—COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE
SCALE:NTS
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
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL
2X4 #2 SYP NAILER. NAIL
TO STUDS W1 (3) 16d AT
EACH STUD - TOENAIL
EACH TRUSS TO NAILER
W1 (3) 1 Od
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SCALE:NTS
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SIMPSON LUS26 W/ (8) 1 Od NAILS 0
OR IF 2 PLY TRUSS SIMPSON
LUS26-2 W/ (8) 16d NAILS TO Z SEE FLOOR FRAMING PLAN
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/1312 FOR
LAG SCREWS INTO END OF EACH BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG H--MASONRYWALL
(TYPICAL)
SCREWS EACH SIDE)
SECTION AT LOW ROOF
SCALE:NTS
LOW ROOF/WALI
I
SHEATHING ATTACHED
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 W/ (14) 10d x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/----/' Z- (2) 2X6 BLOCKING UNDER� FLOOR G.T.
RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
39'�
SECTION @ BUMP OUTK'
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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15
FOLD UP WEATHER
RESISTIVE BARRIER & WEATHER RESISTIVE -_ A V__ WINDOW UNIT
TEMPORARILY SECURE BARR,ERr' r DOOR ROUGH OPENING FLASHING REQUIREMENTS
v "'
W SS VE B R Rl nER 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
EATHER SLOPE
R E ' Tl�
BARZER (0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
TAPE EXTERIOR 1 " BEAD OF CONSTR.
SHEATHING SELF -ADHERED FLASHING 3/4"
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
OVER RIM JOIST AND THRESHOLD OF DOOR AND
WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID
NAIL BRAND OR EQUAL WEATHER -EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as requ re y ection an a means o
PROOF CAULKING CEMT. FIN.
I draining to the exterior water that penetrates the exterior cladding.
WEATHER SELF -ADHERED FLASHING BUILDING PAPER
RESISITIVE
1D BARRIER SEAL TOPS OF JOISTS 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
------ A-0-
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 horizontally,
SELF -ADHERED FLASHING (SEE DETAIL WP07) mm
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 mannerto meet the requirements of the exteriorwall envelope as described in Section R703.1.
THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for
flashing installation
AEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
NND 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
3E USED. 3. Fold weather resistive barrier back over head individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
flashing and seal with tape 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE 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
PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
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 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
CORN
ERS
SE F ADHERED
PER
SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE
1) SEALANT AT SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
OUTSIDE EDGE OF MASONRY o VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
WINDOW BUCK-
--2) SEALANT JOINT o THRESHOLD
5) SEALANT FROM INSIDE EDGE OF 2 3 Q shall be installed at the following locations:
o
WINDOW FRAME WINDOW BUCK 1��=
ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)-\ 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
MASONRY finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
AND EXTEND TO WINDOW FRAME
\A ATTACHED SELF -ADHERED FLASHING
PER CODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
6) TOOLED SEALANT REQUIREMENTS 2
BEAD BRIDGING following:
CLADDING AND WINDOW manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
FRAME FLASHING
5
3) SEALANT WINDOW FRAME T NAILING FLANGE SELF -ADHERED 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
WINDOW BUCK ALL THE WAY 1 4
AROUND, INCLUDING SILL. (D not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
UNDER DECKING , drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7
FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1 .3 1.3. In accordance with other approved methods.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 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 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
SHEATHING 4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
-in gutters.
Water Resistant Barrier 7.7.At built
JAMB, SILL AND HEAD DETAIL Lath
APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing
APPROVED HOUSEWRAP PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
STRUCTALATH TWIN TRACK 2.5 J Stucco
FLASHING AND WATERPROOFING METHODS TO BE USED.
3/4!'CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
0\
APPROVED FLASHING TAPE DOUBLE 4
JOIST
'V'SEALANT SOCKET WITH 7/8" Cement Plaster
TOOLED APPROVED SEALANT SINGLE WOOD BEAM
Foundation Wall in accordance with 7/8" Cement Plaster
JOIST 0 BELOW _(J1 SELF -ADHERED FLASHING
/ I \\ \ \\ ASTMC926 in accordance with
%01 SELF -ADHERED FLASHING 4' 4 ASTMC926
V / / I I
1 1 4 Felt backed metal
2 4
3" MIN lathe in accordance Felt backed metal
with ASTMC1 063 lathe in accordance
SELF -ADHERED -ADHERED 4
with ASTMC 1063
FLASHING FLASHING Building Paper
Building Paper
7/16" O.S.B.
sheathing 7/16" O.S.B.
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing
FOUNDATION WEEP SCREED .... Metal
EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER
Flashing
Weep Screed
Installed As Per
2x FRAMEWALL Manufact. Specs.
SELF -ADHERED FLASHING
STRIP OF SAF LEGEND Maintain Stampede or similar
PRODUCTSDETAILS TILE FINISH SELF ADHERED FLASHING (SAF) _0 ------ C_ Bottom of cauk bottom
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only
LU BARRIER (WRB) 1 1/2" to 2"
BOND BREAK WEATHER RESISTANT BARRIER
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK WRB Above Roof Weep Screed
1/2" DUROCK > SELF FURRING (SF) LATH
PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY Sheathing Installed As Per
SF LATH SHEATHING, 'OSB-, PLYWOOD, DENSGLASS Manufact. Specs.
1'4" PER PLAN 2�
WRAP DP WRB ONTO
Detail Instructions 11-011PERPLAN JTHEVERTICAL 1/2" Cementitious
Refer to the number marked asE) in each detail that corresponds to the Cement Plaster Decorative Finish
numbered items in the list of instructions below: FLANGE AS AN AIR in accordance
BARRIER
SURFACE TO TOP OF
with ASTMC926 q All inside and
-adhered flashing in order as shown by numbers SLOPE 3-1/2" INCH FLANGE over wood 2nd outside corner will
floor need to be miter
1. Install self 81, CMU Li
2. Install flashing and weather resistive barrier to form water shedding cut and caulked all
laps 4" OR 8" CMU
(PER SEAT DEPTH) butt joints need to
3. Self -adhered flashing can be substituted for building paper STRUCTURAL FRAMING
Z Z becaulked using
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT STRUCTURAL SHEATHING Stampede or sim.
embedded in the adhesive layer) - for ease of installation and to
THIS GAP IS A RESULT OF caulk for all
minimize scoring cuts LU LU PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF
IL 0- 11
5. Remove all release paper per standard installation instructions and 1-- W DO NOT SEAL. >,�DRAINAGE PLANE WRB
U) CONTINUOUS BACKER
adhere to substrate using a square piece of flashing material (6" x 6" CD W ROD & SEALANT
E-U 0 DRIP SCREED PLASTIC
W ACCESSORY BOND BREAK WRB
Minimum) SLOPED MUD BED _f�
SF LATH
6. Fold as shown by arrows w
LU
7. Angle of corner may vary, adjust folding of the flashing accordingly to 4 (0 3:
fit tight to corner VINYL SHOWER PAN 0
Note:
U)
8. Mechanically fasten as necessary St The building paper and metal lath must be
_OPE % Cement installed over the to of the weep screed.
4 1 H PLASTER STOP A Plaster
CONTINUOUS BACKER ROD over block
< & SEALANT 1 st floor
CEMENTITIOUS FINISH
SHOWER SEAT SOFF IT/CANTI LEVER /o`\ WEEP SCREED DETAIL
SCALE: NOT TO SCALE
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineedng portions of the drawing pages bearing
Engineer's signature and seaL
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NO: 22-02399
SCALE : AS NOTED
SHEET NO.
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January 27, 2022
U)
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Florida Department of Business& Professional �egulation
Building Codes and Standards
pirg. I of 3
1125022
(D
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MR' %0% D ULC' T A P P %0% VVIAML S P E I F ICAT10"N 05% HEET
Product Approval Application Detail
2
CL
(3) C)
=
(2o22)
0 0
==
(D
Entity
PAW 25tA
DatePendfiva
Q=
CU -0
Tvibe yersio
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Validated Sularnitled
15C Ariaroyal
Approved
statu s
(3)
(3)
Mounting Braiickialts (10 QwSo�
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibrmation and approval num bers on the building
components listed
below if
Reisl,n 2020
Therma-Tru Corporation
Category. Firterior Doors
2derior boor Assemblies
Stiru� Jasperson Lyndom,F. Schmidt FIE Ryan J. kng6 P.E.
@M 843-7628 PE-43409 (813) 767-5555
sJW.,son@th.-tr..co
07,12312020 OV1212020
07120t2020
1011311020
Approved
0 4- C/)
cn
sg=ory. SWinging
ce Method; E,,aluadnn Report from a
In
Co
(D -0 0
+V2'x4112'x2-12*
they will be utilized on the construction project for which you are applying
for a
Forld�Regl�tkedArchtectoraLloBnsedriorlde
I
'aressiona[Engineer
-0 -0
0
Or
Back Cross Support
0 25- 0 53:
Sm Iiiiinclitur 50edilde
(May be cut to W)
1
Prod Uet lildrdi Member or Name
a. Therma-Tru Fi borChissic and Smooth-8tar
QUalitvAssurame Approved for Us flutproVed lbr USE
Produetbaacription CantractExtilration DatE in IHVHZ outside HlVHZ
Nominal 6"�19;8 ":ImPsd&quct, Opaque 1'2J3112M Yes Yes
impact
Realtittarn
YOE
Design
Pressti
N(A
0
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp�. Date
-mpZ1&Edi Fiberglass Sirgilc Door
1"'n.
0 CU
0 >
Right Bracket (16 Gauge)
2
b. Therme-Tru Fiber-Clasiricand Smooth-Stsur
L
�hg;xconfiq�rsiior�
Nominal S&IW.8 ":Inrpart&qu 0 12131 �21322
%.rl..
Yes
yes
yes
NtA
-0 E
0
1. EXTERIOR DOORS
Composite Edge Fiberglass Single
Sldelkolis),(InsireinglPubs�na� XQ, OX or QXO
conli
CL
FL20461.1
12/31/2022
112"Dia.A325r5ali
A.
SWINGING
Therm aTru
Fiber -Classic and Sm ooth-Star (NON -IMPACT)
+67.0/-67.0 psf
a
o. Therma-Tru Fiber-Clawle and Smooth -Star
NorrillnurIltnegrs "impactiliquol: Opaque Iminm
yes
Yes
yes
i
42
ComposileEdge FiberglanDoubleDoorsithor
U)
(TyP-) D
Therm aTru
Fiber -Classic and Sm ooth-Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Without Sidalites (Irxvwng�Out�Mng; XX or OXKO
4
d. Therma-Ttu FI lier-Clasaicand Srhooth-Staf
ria=;��. &fluot;Imps2d"] Opaque 1 MI T29n
yes
Yes
Yes
NIA
Therm aTru
Fiber -Classic and Smooth-Star.OMPACT)
FL20470
+80.01-80.0 psf
12/31/2022
Do,,
(In gn,., on
# 14 W-Drilling
5
6. Thomn.-T,. Fib-Cl-mosind S-othSisir
Nominal 84#39jO kqu�Irr;ait&qof, Opquc 17J31)2022
Cc 'I Ios.�,E,%gl,
Yes
yes
yes
WA
B.
SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/3112024
sioEdenRb,
Door
(a) .g" or OX0
confillurations),
PGT
SedeSL 557-0
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
6
t. Therma-Tru Flbar-Clasgcand Shnocith-Star
Nominal 1:lf 1),� .11.n,,Id 11.1 Oipaqtra 1213112022
Yes
Yes
yes
NfA
NC VNt Olottom Edge
out a .XX or O)WO
-rifigunati.n.)
C.
SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
T
g. Theona-TrU Fltsiir.Classb�gncl SM00th-StaT
Nominal 6'�,a"Imp2ct_&quct Glued 1213WO22
CornpoS['ItS.Edge Fibergiass single Door
yes
Yes
yes
NfA
HurrIcArlie, Strap
(hsWng1Out5W-9;Xco u
Wayne -Dalton
Sedes. 8000/810018200 #1123 (16X7)
F L8248. 10
+30.01-33.5 psf
12131/2023
(Tvpica IL� 3 in front)
8;
h.Thorrroi-Tru Fbor-riassio and Smooth -Star
' "
Nominal Ii, a aquot;l q.0t, Glazoo 1 W31 r2O22
Composite, Edge ft.,@ less Single DOD r �qrth
yes
yes
Yes
NIA
4
Sidelite(s) (Insv�nlift)uteving; X0, OX or OX0
Wayne -Dalton
Series 800018100/8200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/31/2023
Washigris
Firont Cross Suppon
9
i. Themn�Tru Fiber-Cassro,and Smocti
rifigUrations)
Nominal ii ".hTrpsct" Glued _12J31
yes
yes
yes
WA
Self-�IxIckin Nuts
imay"becuttow)
C in (F1b41,g1,1,- 1,1:,11; Door vAth or
th in r C. " X)(or OM0
Left
Bracket (16 Gauge) -
10
1, Therma-Tru r.11ber- , Classic and Smoath-Star
configurations)
Nominal 8&0%;0 "1mpact" Glazed 1n4=22
yes
yes
yee
NIA
D.
METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,.747,and 847 Single & Pairs of Doors
F Ll 1537.1
N/A (see inst sht)
12/31/2025
#1 45eI(�0r11lq9 ScreviisTheu Brackets&
Composite Edge Flberglasssngle Door
(newnslautiewinm Von]
Sack,Ci Sunpart Into A/C Unk
flMom Side
11
V Themin-Try Fiber-Classlo slid Snroolh�Sbar
Nomin2l 8',0 1 al; Glazed 12)3t)2022
Yes,
Yes
Yes
WA
Z
(T01C*'3 oath Skit for htirtftane UW)
Compoette,EdIll. Fiberglass s- DoorvAth
adelitur(a) (Ins*ngi1Out5Wng: XO OX or OXO
configurations)
INSTALLATION INfORMATION
12
1, Themna-Tru Fiber-Clezvo and Smoothft,
Nominal adowl) aquoldnip-d&q..1; Glued 12J3112022
Fiberglass Double Door with or
21.M=
Yes
Yes
yee;
WA
2. WINDOWS
13
M, Thorma-Teu Fiber-ciassiciind Smoorth-ftar
(Irsv&qaloutewing; XX or =0
Nominal Oippque IM112022
yes
yes
yes
NIA
A. SINGLE HUNG
MI Windows and Doors-
Series 185
FL174992
+60.01-60.0, psf
10/812023
EclgeFlIbeigi psSingleDoormth
1�'4-M=mp..t&qutaSIdL 11te(s)
PGT
Series 550-0
FL239.2
NIA
7/3Q(2025
(1n,w =Wng; XO, QX orCXO cpnfiguraws)
Nominal Op 12131r=
Yes
yes
Yes
NfA
Z
14
n. Thernita-Tru RbarXImsia and Smooth -Star
6&*39�8 &qu
Composite Edge Fb9:1=rQ.oraqu*
B.
HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL153,51.1
+55.01-55.0 psf
2/16/2024
9quot;Ncln_lmpavt9quod: Sidelites (Inswing/Outswing;
OXXO oprifiguredion)
15
0. Therma-Tru Fiber-Cles.i9rand Srhooth-Star
Nominal 841F4,I) "11II*t:Im_"6qUo1r Opaque 1213112022
yes
Yes
Yes
WA
C.
FIXE D
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
Florida Department of Business Professional Regulation Ppe I if I
Composite Edge Ilb-ligle. Voe Door Wth
&q orNoni-I L "118 U, Stdalite(s)
Building Codes and Standards
omuwrighou= -1'IO;X.u0XO.configurations)
PGT
Series 5520
FL243.5
NIA
-
4/3012025
PiroductAppioval ApplicationDetall
15
li� Therma-Tru FI bOr-CluSto and Srho0th-Staf
Nominal 8&=.Q I W,3112T22
composite Edge VAth
Yes
Yes,
Yes
NIA
17
q Th--Tru Fibar-CE .. iand Smooffi-Stsi,
"Non-Imp.ct&qu.t; 51dattiss(Insivingibidawng;
OVO figuration)
N.mirr `g'
16&9$91,8 Olp.q.. 12/31=
Yes
yos
No
NWA
D MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12/3112024
TVDO
Q*44
version Manufacturer
Innittror
Contact Engineer & Llcanro Validated by
veto Date paw ps I :1.ng Iwo
V I Widened StbirrItted Iiii Aboroyal ftorovo Status
18
r. Tberma-Tru Filber�Qlnstic and Smooth -Star
Composite Edge Fiberglass Single Door
X configuration)
I,
==Wn� ot: Raqwe JW3112022
Edge
Yes
No
NIA
PGT
Series 5500
FL261.1
NIA
5/2612026
Amol-wi.
2020 gind Vent Products, Inc,
Msh..IG.... H-. F, No-o P.F_ L.kl Swald. P.E.
12MOrd= I�JIW020 1MV420 App-d
Composite Fic' -N,:n�l
birigil
Sidelte(e) 0dsKVnWOutT�;XQ,QX a OXO
E.
OTHER
Caregorr. Structural Components (077) 441-830 PE-73778 (334)300-1800
Sub Catognirr, Products Introdi as a Re WIT, of Infoatirmut"Acom
configulato
&qut;Noft4mpsot&quci; Opaque IWM022
yes
yes
No
NIA
N-Tis.hn.l.gy
19
S, Therma-Tru Fiber -Classic and Smoc&Star
Nominal 6&;;g;s
Composite Edge F lbarglost Double Door Wth or
Co.pUri.. Method: E.16tition R�igort Irom
Wthowt Sidattes (inWn91,OUtWAnQ4 XX or oxxp
Florida Registered Arcii ore Umead Florida
Pfc(essioned Engineer
20
t Themna-Tru Flbisr-Cassn and Snxioth-Slar
tonliguratlonsI
Nominal UW*.O kuotN6n-Im0a6t" Opaque IM112022
yes
yes
No
NIA
3.
PANEL WALL
Cmp.*di Edge Fiborg.- 6irgl. Door
(Ih-ihgJOteMng; X "`nfigurat�)
911:11.1
Product Mods]. Numb. or Wine
_�T
ciu.fty Assurance
limpro"diforus. Approved ler use Impact [14,4011
DUISIEW HVHZ fl,ststard For-
James Hardie Building Pmd.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
21
u. Themna-Tru Fiber-Owsio and Smooth -Star
Nominal 8&#N:o &qwot;Ncm-Impact%quot Opaque 12131=
Composite EdgeL Fiberglass Single Door Wth
Sclelita(s) llrewingjoutsc�ng: xa, Ox of 0)6a
yes
yes
No
WA
A. SIDING
N/A
12/31/2023
I
2
3
Smett'irentl"lods1#15 510
S-ttV.nt Modtil #154"11
smiuAftnt Mcdei V 540-520
Dual Function Flood aid Vishtleflon Vent 12J31112M
butil Function Flood and Writlation VeM IZ31nm
Insulated Flood Vent 12Wf2123
Yes Y. NIA OQUI-100
Yes yes, NIA -100/-100
Yes Y. NA *10J1o)L
22
Th-T. Fibier-Cl-i-d Sm-th-St.,
canflourietromil
Nominal 8&JM;p &qkNcImp..Aq.ot Opaque 1031*022
Composite Edge Fibarglass, Double Door Wth or
yes
Yes
No
NIA
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272. 1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
4
smerivem ki.d.: #1 &2'
"4
Ins.ulsed P:lood Verit 1261=23
Ya, N A tioo�loo
I
withoutSidelres. ansMnizifOuts -Mng;)OrorOXXO
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/30/2023
e Sm.1tVult ..del .1,14&524 Isitcitid;G-go 06cr Plow Viint 12`31=23 Yes Yes N A NIA
6 Smadvent Modal *1540-570 Wood Wall In stated Flood Vent JMIJ�023 yes Yet �IA 100
4
Thormo-Trq Fibor-Clagisoaund 5meoth-Slar
No ina 1=14022
Composite Edge Fiberglass Single Door
Yes
yes
No
NIA
0
7
rhA-t MCdol #1 5405�4
14.52Lipot: Q..g. Mor Fl000 Vent 12131/2023
Yes y,i. NIA NIA
� liolla )
Yes
>
0
S
C.
OTHER
24
Therrr.�T,u FilberClasaiq and Sirricoth-tar
. tr= I; Glazed 12r3lr=
.I, iiiqu.
MT.n.g10ut-gil,X
Composite Edge, Fiberglass SirvIs Door vAth
XO, OXtnr OXO
Yes
No
No
WA
NAA
L_
CL
CL
N
X26
y- TherMn-7tu Fibar-Classic,and Smooth.8t2r
Nominal 8'84quotNominTac1" Glazed 1213172022
Coorwith
Yes
Yes
Florida Department Of Business Professional Rnulallon
Building Codes Standards
P.vl
1114M21
Composite Edge Fiberglass Double or
Without Side] (Inswing/Out-Ing; XX or OXXO
coni'guridi
4. ROOFING PRODUCTS
and
2.6
2. Thrinma:rru Filber-Classm And Smoff,-Slar
Noming[B , ;0&quct:,Noih_impabI" Glazed, 12131=2
Yes
yes
No
NIA
Product Approval Application Detail
Zmpoetmge FlberglaseSirigle Door
"Im WOult, . X conliguration)
Li
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NfA
12/16/2022
27
za. Thenma-T,. Fiber-Classi. witl Smoffi-star
, mtn. .74 quc;Non:lmp2tct" Glued IMI12022'
Composibs Edge Rbeirgl Single Door %Wh
Sidd*s)LQnswnqAXAsWnQ: X0_ OX or OXO
_1=11191nal
Yes
Yes
No
NIA
c:
S2
a) Q
liggli I
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328
WA
612912023
'No.
Code
anlItYL or
Date Perldica An
�8
zb. Therma-Trul Fiber -Classic and SmoothwStar
;0 &quat.Non-Impactilqual; Glazed 1213V2022
Yes
Yes
No
NIA
.6-7 (1)
C:
C.
ROOFING FASTENERS
NOT USED
venellm M-fwu- content Enolhaer&Llaenas VAIldatel Sir V,1161jod SUoInitbid FRC Arion.val A_.�sd Status
Drexel
=s1t0EdgsRbeigI =ubla0oorWthor
Siderites Onswin; %An brovo
C
2020 M.1als. IN,
Caragoryt Roofing
Jason 8l'unian, 2.4h ry R priest L.*. Bowdon P. E.
=1363-1511 P=021, (334) 300-1 &DO
USMOM20 o"SQ020 oat2wzo2a 1AM3=20 PPPI-d
E
D.
ROOF VEN11LATORS
Thom ps on A rc h Metal Com p.
Off Ridge Vents
FL16918.1 - FL16918A
NA
9/9/2026
SuKalegoric Metal Roiling 11humatoQ-0-st'sam
Compliance Method: Eialutdion Report from a
< 0
Florida Snegistered AnhRwt or a Licensed Florida
6-
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
1213112024
Lomanco, Inc
DA4L Exahust Vent
FL17202.1
+97.5/-97.5 psf
1211012025
QuallwAssurance ApproVod for Use AtoorovedforUal, Impact Postal,
se'a 9 by or Nam 0060171113011 cofthrm plate in HVH outside HnMZ R-sistalit P00;a.ro
1,ti
<
>
=4111
Florkla Depe rtment of Business & Professional Regulation
page I or 2
! a)
E.
ROOFINGTILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
11
011C I GONS DMQ 1 50SS, QIVIC 175S� oMC 2006� 5 Yes N c, 'NIA 101-180
Dmctiv
Building Code$ and Standards
151261
a
Product Approval Application Detail
0
E
0 0
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
5
DMC 100NS, DMC 150SS, DMC 175S, DMC
c od.
entity or
lists I&&
06"Pe0acto
me
o
0
T Virsbn
X-foctuour
ccint�ct Liciansa vand" IN
V.Udtd submitted
FEIC Apurcyal
A-d
Slatu%
>
ui
Florida Department of Business & Professional Regulation
Pacii;2of4
F.
METAL ROOF
Drexel Metals, Inc.
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
RWs[.n 020
MI Wirdowi and Doore
ElrbritSITOW Luls Robcdo Lomas St"cri lit Orion. PE
1011U/20213
12h5=20
Appr-d
Building Codes and. Standards
1,25/2022
ca�egorr. Eledor Doors
S4tcihogcrFy� SlIdIftli Exterior Door Assamblil"
iTI71385-3300 PE-62514 i717)317-8454
bstilh9eforrilhed...
Product Approval Application Detail
Complishipe-ali EV�Iivallcn Report from a
mofict,Regil-cl Archlbact ore Licensed Honda
Prof-lond is
III ism=! i:;' 1:! 11
5.
SHUTTERS
Type
R-18lon
Code
Version Matsufactum
2020 Therme-Tru Corporation
Contact Enulnear$, License Validated B
On" date Pending Date
Validated Subm MW FBC Approval Approved Statu
:$so#
roductii Number pr Name
Product tiesrigho
AyproAd r9[ vio Aggrovii4foru"
ln+(VHZ Outside HVHZ
ftlaut,
Rosle
PWM
Pressure
A. STORM PANELS
Global Protection Products
Galwnized Steel Storm Panels
F Ll 5076.1 - FLI 5076.2
NIA
12131/2022
Category: Exterior Docis
staviijasperson Lyrdco F_ Sahmlklt RE Ryan J. King, RE
(WO) B45-7828 PE-4,21409 (81S) 767-6555
0015=21 12131/2020 04f2212021 81110=1 Approved
1
SERIES 42CrALUMINUM SGQ
SERIES 420 ALUMINUM SGD QX0 1201112024
No
Yes
No
NIA
All American Shutters& Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
12/31/2022
1300*0l;W� Svinging Exterior Door Assemblies
Compli.ne Mathcd:E�.lptio,R.P.rtfro M
2
SGRIES420ALUMINURASGO
145-314"x80&.quot: NON -REINFORCED
SER 12n1n024
No
Yes
No
NIA
Cin
�ordeRogisterodAmhitectoraLicen�d Florida
Professicn.1 Engineer
Z
SERIES 420ALUMINUM EGO KEINPORCEb
..�IES42GALUMINUMS(SDOXXO,XX
Lid 0kUot.'"lQN7RElNFoRcEo
;"8
SERIES 420ALUMINUM 8GO RE(WORCrl) OXO IM1112024
No
Yes
No
NIA
4
SERIES 420ALUMINUM SOP REINFORCED
l45.3/4&qsc1,-19S&qud:
SERIES 420ALUMINUIVISciD REINFORCED OX 1201112024
No
Yes
No
N/A
QUallIVAntitagoe
Abbingy"ifibrUre ApgrovedforUs 1iii Doi -in n
6.
STRUCTURAL
5
SFRIES420ALUMINUM WO RIENFORCEID,
XO. xx9ftiluot)o6i
SERIES 4?0 ALYMINUM SGD REINFORCED X)X 12131f2(124
No
Yes
No
WA
(D
Prod otLM'del Number drNaml,
Prod uct Obstrintlen :Ion Care
'in HVHZ Outside HVHZ Regislant Pressure
COMPONENTS
le
Thumne-Trur Fiber-Cli andSmooth-Star Nominal 8039;8 "Impact5.qjo� Opaque 12131=22 NO yes, yes NIA
Composite Edge Fibergil-is Sirgle Doo,
(InWMngKh1s%AV: X co"Ounatim)
A.
WOOD CONNECTORS/
USP Structural Conn.
see chart
2 b. Therma-Tro Fiber.Classic and Shrooth-Stir N.,rumal BUM.8 &quMImpa.t&qWl; Opaque 120112022 No yes Yes NfA
ht� Fiberglass Single Doorwith
Sidi "Wi rig; XQ, OX or 0)�C
ANCHORS
Simpson Strong -Tie
see chart
a Therma-Tro Fiber-Classio and Smooth -Star Nominal 6&m�a Iiquatimpactaclaot: Opaque 12t3112M No yss Yes WA
Composite Edge Fiberglass Double Door Wth or
Florida Department of Business Professional Regulation
P.S. i f 2
E
4
d, Therma-7ru Siber-Classic and Sh000th-Star
without Sidelites, OrtenoingfOutswitu. )O(or OXXO
ornifIguratiors) L
Nominal BUMA"lmpactaquot; Opaque 1213112=
No Y69 Yes NIA
Buildi rig Codes and Standards
102D21
-+--a
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
NIA
12/31/2024
Campoeite Edge R berglass Single Door
Product Approval Application Detail
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
NIA
12/31/2022
(ln9WnWOut9v4nli x coirtguraflool
5 Thsmna�Tnu Fllbsr.Chuiac and Smooth-81ar Nivninal 8ao &4ucrt;Impac*uo� Opaque 12T3112022 No Yes Yes WA
s
C-posillon Edge Fiberglass Single Door with
Sidelile(a) (Iririg/Ot.Wng� XO. OX or OXO
configurations)
code
9 License, valldi So
ow. Date
ValIdded Submitted
Did. P-di
FDO Angingal
Appmod
Sulu.
C_
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/3112023
6
1, Therma-Tfu Rber-Clasalcand Smooth -Star
Nominal 8&M�O "�l mpactilquot: Opaque i2tai=
No Yes y.s WA
TV" Aro=
Relqsft 2D20
manufacturner
W#"�Daftnh; a difiNcrar Overlivrid Door
conlad linahrim
[Nm9m; Komle John E.Sciufte Jaffr"P,Arresor, P.E.
10J`12=20 D9129902a
10123;�020
12(15�,2020
Vpr&,-d
U)
D.
MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
NIA
5/21/2022
1_'ampoet:& Eta R berglass, Double Door with or
v,ftout Sitlefites JIns,#mg1OutsMnM XX or OXXO
CorpOrtubn
(3,10170-8121h PE-51737 (9,04) 821-5200
caffigurations)
CtagW Eilarlor Doors
dkorrishQwYnedafton.�
Commercial Concrete Products, Inc.
High Strength Concrete Lintels,
F Lel 774
NIA
5/25/2024
7 g� Therma-Tru Fiber -Classic and Srrmth-Star Nominal wfag:,8 &quo'Impatitsiquot Glazed 120112022 No yes Yes NZA
Composite Edge Fiberglass Striglis Door
Subc�iiftig,,r_ &.di-.1 2,darfor D-A-kill.
c Eld-olior, Report from
8
1I.Therma-7ru Filber�Classlo and Emooth-Star
/Out-ing: R configtirotiori)
6&139�8 �4uoi misactAquat; Glazed 12131120=
8irigle Doorwith
Omal"CM9
No yes yes N/A
a 1-100rised Florida
l:
W Englnw
>
C)
=,a-
ts) r. xci, ax or OX0
configurations)
0 i, ThermaJw Fiot-Classuo and Smoiii Nomin-ASUSi a
8F&qu;�l r.�psict6 got. glazed 12i�,112022 No yes yes WA
sea 9
ProdMirl NodelL Nmbff or Name
�Xalffv Aeusocie
Product IgIstrobon C6rintract Miggiratim Date
A -ad for Use A-dfurlue,
01 HVHZ outside HyHZ
Innuect
Resistant
pealch
PressuffilL
>
Comp6tite 2 �b Is I D b Door Wth or
d,
*thout &:Ielites 0�inglOutswin000(or OMO
3
800111111 OW200 #1105
gilLOS: 10-40h. 14039; M. h.i ht. GIzling 12iMM23
No
�tq
yee
10
j, Therms-T. Fiber-C4asal. end Smooth-Sta,
=Rguratlona)
Nominal S&Ir-ig:,o "-,InVtlli Glued 12r3112=
Composite Edge Pberglasa Single Door
No Yes Yes NIA
10
81)90181010=0 III=
16 14&*9; MaKheigh. elazing 12W202Zi,
A."i Wei.. In top, or irteirnedlato .. I
N.
Yes
Yes
_33LSO
11
k�Tfierma-'Tru Smooth
11�1`olmwn
Yes NIA
The
products listed below did
not demonstrate product approxel at
plan review. I understand that at the time of inspection
of these products, the
following information
must be
11
8000181 OM200 #1124
i8MS: Mu wdh. 14MsMax height. Glacting 1V31=2Z
istilatil. In top or Intermediate 9.0ln.
No
yes
Yes
-34.401-38,36
I'llnerClassloand -Star
-iudd 1MInO22
Ct milpoeta Edge FlbeTIO62 Single Door with
No yes
12
1. Thermit-Tru Fibbr-Classic and Smadth-Star
Sclelle(s) �InsvAnWD*ying; X0.,OXor QX0
configurati-sl
Nominal 89089�D &qUatl mpactitquot-, Glazed 12131=22
No yes yes NIA
axellable to the inspector on the jobsite'. 1) copy of the pmduct approval, 2)
DoorMth or
=011ties )(X.r OXXO
13
M Therma-Tru Fliber-tlasslo
Nominal Zo &qwtIrnpact" Glazed Molded 12�31=22
No Yes yes NIA
0
and -Smooth-Star
Composite Edge Fibiriplass Single Door
11:nnaVvtsxyiQ,
Florida Department 0 Business Professional Regulaton
14
n, Themna.Tru Ftber-Classic and Smooth -Star
Xcunfiguration)
Nominal 6&g-ri "l mpac*wtl Glazed Molded 112al,12=
NO Ys yes WA
Building Codesand Sta rd2ld1S
gl. Door �,Ath
gide 6, So I.
Glue ) I
Product Approval Application Detail
16
Therms-7rit riber-Classic Smooth.Sar
Xq OX or OX0,corifiau rotions)
Nominal 6g;6 "Impact&quct; Glued Molded 12r3112=
No Yes yes WA
(D
I iffie 00 11� 1111, le 1 1
o. and
Open Composite Edge Fiberglass Double Door with
1
or without Glazed Molded Open Stelefiles
Code
29LIt S-Ail.
Dino pffloing
on-
Is
P. Thomno-7� Fibc,-CIsil ii.4,8L'm..lh-Star
(InsWpg1Qvtswh9I XX or O= conligumnabone)
NominAlo&g�0'6eqUbj�IMPOCt&qUbt; LoVilud 12191n022
No Yes yens NA
Version
glifflnuractuner
= & License Validated EW
subinitted
FDC Avisharial
Aov-d
Status
Composite Edgl� Fiberglass Single Door with Molded
open Sidirlite(-) Ox.rOX0
RW,if.tt 2W
cate4w. Ext000r Doors
Tom Rattat WL LLC Troy Eibircip. P:E
t641 494-�I113 (954) 247-0580
1211012020 l2jaV2020
12t2lMW
App�d
(1n__AnqlOuts0i.g:xO.
ocinfigiuraticirris)
SubCahitioy: Exterior Door Components
tan'tateye-tilw-co
17
Therma-Tru Fibel�^_Iaaslc and Smonth-Ster
N-In.16a0g.8 u 'Us "' Opaque r 1213112022
site
No yes Yes NfA
Complishco blethoot CWHIcalon Walk or Lilting
1pzi�,l Ipa�lda its,
;t1:1gl
X r. con figul'atlahs)
QueltyAssuranco,
Approwdiro,I)se Approved for Us,
Impact
Design
APPLICANT SIGNATURE
DA TE
a--#
1
Product Model, Number or Name
POT, 7071727� 747.757� 777� rid 84T Singis, and Pairs or
Product Drsoulaft, conlacl Expli 04,
FI.WGlazedl. and 1-suvared sloglis end ports or 12r3if2M
in HvHZ
yes
0,1side HYHZ
Yes
R-I'll
Yes
Pnessum
WA
-0
Doors
hollow monal docim
ICU
Florida Department ofBusin"$L& Professional Regulation
1 11
BuildingCodee and Stan da rids
llw2uzl
Product Approval Applicadon Detall
Florida, Depa rtment of Buagpess & Professional Regulation
Page 1 or 2
Building Codes and Standards
512021
Z
ProductApproval Application Detail
GM
get- llo� Primlln,
Z
7vo Version Manufacturer corA valued By "noli P$C AirproVill Apgroved 19talus
<
RolAson
2020 PGTIridustries,
JsmrRos-Md WI-Ditd, SCCO - OrR Mlsmi�().d. SWID - VAL
lV11=20 limlW2020 11f2V2Q2Q Aippicod
ccils
Isdoir
date rw.
P�t. Pending
Bete
Cat.grp,r. Uerior Doors
Slicilrig Ext.rlarl) .. Ase-bles
(94i)48S0iGD (7811) 316-2590
mm vesim
'u"""' '1111dilled 11,
6Architectural
viflidetsil aberiftcd
F8Q A-ruival
Agongyrid
Stetu
_J
C-ptlarl. Method; Owillcatort Wrk or Usting
M
R�Wislon 2D2G
MI Windows and Doors
grant SMIngar aiow M. Urich. PE
11117M20 11(17=13
1112712020 Approved
Category, Windows
silOCitegoW. Single Hung
1717)365-33CIC Wnriact-ors Ass.dfl0h 4 fll� �T?-SOA
h.lt1IhgrQrr"
SHEET NO.
.QuitillivAssurarict, Approved for Aw-M for Use I.D.M Desim
compliance Method: Owill Matic a Using
9-00
a
llll,del� lesuberrit N,,,
70 JU.,gelki.slis nipact)
Pnoduct Itioscrictil Condrad Eisirsti-W. In IjWt Disr& Resistant Po -um
Vinyl Sildirg Ole. Donr (141140021 Yes Yes ye" Ny�
SMA
2
Model. NumiarorName
Quality okssuranol,
Produat Description orgraot Emrflon, Datir
52x72 FinRpng& Frame IGrG Single Hung 1010412023
Laminoted G1,unt
Awroyd for Use
in Hyliz
No
AromyadfirrUse
outs1*1110HIZ
Yes
Iroulad
Rei;WuW
No
claslan
Pressure
40.60
PA 1.0
Florida Department of Business 8A,11prafessional I Rog ulation
P.O. 6 .1 0
Florida Department of Business & Professional Regulation
Pal I of I
Building Codes and Standards
I �
lt4=2
Building Godesi'and Standards
1&232�
Product Approval Application Detail
.
Product Approval ApPlIcation Detail
Code
Brill 9
Date _Qg4
Date plinding!
Date
iiiiiiii�M
I I ii,iiiiiii� 1111�1i!Ii iI a Ii;iiiii!iIl:
- -_
I
IM2
venglo" manyloatto.re
contact Fivairreseaucenlill validated B
Validated sulor"Ittool
F50 Approval
Approved
staft
Card.
al
Date A"
Data P- iffirea
91112
Revial
2020 Thwaral Corracaretion
Stilivi'j-persain Lyndon R Sol R E Ry2ri King, RE.
10107=21 091180021 1 CV1 3IM21
12M5=21
Approved
7voe
version
gianurastourier
cents lileatirm a License Validated my,
Validated ftball
f8c Acgroval
Atallay
status
Chilegi exterior Door.
(80i 84 (811) 767-6556
� 3-7628 PF-434M
,
Affirration
2C20
PGTIndustrift
J-s Raral Merrill Reco � CER Wwri-Ded. SCOD - VAL
11Mr2020 I i)V,Q020
�
1VI 1/2020
Approi
SittloCarthaorr.0,Mraging EAlersor Door Assearnblias,
I .
tj . asper,acn,@th0rMatrU,00
Cesigorr-WAdotee
.
C941)48"101) I 315-25N:
,
complarical Method: &Rlual Report from a
in
suiticisargany, angle Hung
irwo,welklapisinovial
Florida Registered Archilect or a lJoeraled Florida
Creapaw. Method: Cartiliqat[w; ar il
0M
professional Engineer
.1
,Mark
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....
lijill
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Qualft Assurance
ApprowdlibrUse
ApprOvedibrUse
Impact
allillan.
&I-qk
Product Model, Number or Name
comma Expirallog De",
III
"sl HVH
Roseensit
Pressure
51- 4
Product Model, Number or Name
Product Description C�nlh`Iidt EXIolrial Dole in HvHZ
Outside HVHZ
Resistant
Pressure
2
61-15500 full Masse impall
" all Hung Wind- 07M=5
,
Is.
ya.
Y.
MIA
1
,or Therml Filbei,,01el and Smooth -Star
,
Nominal %iiiii &quat�Non-lmpdcl Opaque 1213112022
Composite Edge Fiberellses Single boax
No
Yes
No
NIA
2
b- Themalai Fiber-Classi and Smooth -Star
(InsWrQ/Out5vV1n9:)(rxrafigural
Nominal 613,111I &iquatNon-larripectill Opaque 1264/2022
Composite Edge Fiberglass Sin �to Door vAth
: OX al
No
Y_
No
N)A
3
r% Therm-Tru FbarZilasso end Smanothi
SIbilli (IniWirigOUial X.
o.fturl
NonninaI68aff3i &qls:*,Non-Impea&Aq,l Q 1M112022
Fiber , , ,paque
rikasas�compostta Ecide, Double b6or vi or
No
yes,
No
WA
4
d. Thermasi Fitier-Classic and Stratath-Star
wtho�iSdsfitt% (InswriO76utswirg: xxo, 0=
configunallorg)
Nominal 76iii 8quotNon-Impassulcluot, Opaque IM112=
Composite Ecko Fiberglass Single Door
No
Yes
No
I
5
a Thermal Fibew-Clial and Smocith-Sbar
(InsvArgfOutsi X corriligunatoij)
Nominal 18al iliquStNon-linicatilsidirl Opaque IV3112022
Composite, Edge Fible,glal Singi. Door witin
No
Yes
No
N)A
6
I, Therms-Tru Fillow-Classic and Smoolth-Star
adolite(s� Ons%�ArigkOytil XO, OX a, OXO
Qatrifgural �
Nominal ftal "Nor-Impapti,quat: Opaque 12/3112022
No
Yes
No
NIA
Florida Department of Business, & Professional Regulation
Pass I 6f 1
Composite rdo Fiberglass $1inglee Door
Bulking Codes and Starida rds
11612D21
7
g. Thermal Filloor,Ciseek, and Smooth-atar
JnsronO/,QutsQn% XvixitigUral
Nominal 58a#3eQ8iquaI:,Non-IMpgQlal Opaque 12al=22
No
Yes
No,
NIA
Q.Tipardis Edgis Fiberglass Satiliel vvith
Skl (InialivingrOatilivving; XQ OX or I
Product Approval Application Del
ilii:li!l
11 iiiiil!l�iiii�1!1!111��l�111111111111�l�ill';Illllllllllllliiil�iiiiiii:1
I lii
:
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i i : ill!!: 1 11
.---------
configritaxions)'
8 h. Thermal Fibea-Classicand.Smooth-Slar Nominal 8800;0 "Non-I mpaci Opaque 1=1=22 No Yes No WA
CoMpoeft Edge Fiberglass Double Door vAth or
WIl Sidalli XX OXXO
Cede
fill ol,
JIM_- Dole
neire Pori
RIMA
(lirsvvingilOurtsmAg; or
odrifigurabomay
1
MUM
Versim
Mavaularturilir
conliatt laws- a juirwase yelli fi�
valclataxI submitted
FIOQ Awrarval
Aroati
Ste'sus
9
I. Therml Filber-.Classio,and Smo,othl
WminpJ,$&#N:a,&qVa,Non-Impoag�uot,6t4ged 121$112022
No
Yes
No
NIA
Affirmation
202C
PGTIndushiat
jois Roso.ml 1A.Mil-Ceekil -.CER Mal 113CCID- VAL
I VC5020 liii�41020
1114 t/2020
1 1
Appir
Compral edge Fibe%glial SingleDidi
i2wasil I ade, I 10
1941)486-0100 (786) 3151-�590
(FrImAng[Ourtzi X configairation)
.
SUbrAtAgcT_ Fixed
jr0so,wrikkipstinclusuieso
10
� Therma-Tru ribsir-Cial lmd Snocath-Sil
Nominal 8&94W,B &quo�Nimrnpactsquc)t,Gue,c1 121310022
No
Yes
No
NIA
Compil-ii, hal CartiffoaU.in Al ar Listing
Orm
Composite Edo Fic-galas SlablarDoor Oth
Sdalfte(8) (I nsWrV?Outs1wfril XIO, OX orOXO
1�
,
,
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", , , _ - , f,
, " , - " �__ ,
-11 Is
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-
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11
k Thermal Fiber-Gaesk, .ad Sirricarth-Stuar
on"figurations) �
N��nal-6&M;8i%quotNon-Jmpmt&q,ucI; Glued IMIr2022
No
Yem
No
N/A
�
Duality Assurance
�
Abla-ledlo, u-
,,,�`
Awn -Ad for U,
laread
0--O-
Composite, Edge Fillserglass, Double, Door Imth or
4.00
Pi Mada. th"Ibill Narl
ption, Caterwetibrairall-Dati,
In HVHZ
Outside,
Ralitakerat
le-eure,
v�mout adattes tinavvingivoutial XX or OX , XO
a
PW-5820 (Large Ml..Ila al
M"�d- 04=l
Y..
Y..
Y..
WA
12
L Thernal Fiber -Classic and Smooth -Star
configulard'orsT
Nominal 7U3O;0 &quatNon-Imp.acb9qL(l Glued 12131 =
Cornpoolte Edge Fiberglass; Singlel
No
yes
No
NIA
Is
m. Therml Filber,Chll and Soncoth-Sli r
(16tivivirilifoutsi Xcarfiliguratorn) ,
Nominal 7s,4i &quall,iNorl mpeachliquok, Glued 1 W31 i�022
Composite Edge Rharglass, Sing Is Door vvith
No
Y_
No
NiA
14
n. Thermal Fibw-theseto end Smooth-Slair
Skelfte,a) (InsWinglOutsvArs; Mi OX or OXO
codgural
Nomliell 88d#3a,0Aqu6�-Non-Imppda,quc� Glued 1�131=22
MposifteFdoFfloargiligailasShI Door
No
yes
No
NIA
1�
o. Ther"i Fber,�Clasl and Smooth -Star
I
Q..sWng1Outsi Xioanflaucal
Nominal SOK044uritNion-Impactaqui Glued 1213112022
Conip.isrs, Edge Fbirbleasili Door Qth I
s I
No,
Yes
NO
NIA
�
Florks Department of Business & Professional Regulation . Fagot art
Building Codes arid ftnadards I ri
Product Approval Application Detail
I
Code
:all i all I;
I I I i ; I I i I:: I
Intilly or-
i
1 VANFAMIMIMEBRNM
malliammmenommmomawAsmm
Dida Date owe pond
Date
Tvaw jagill maniul
-
Entaral Licarrass,
voidegad By
veal Submitted lificAngromis
Awaromad Sarturs
Revisicin 2020 MI Wadows end Cal
efent,8ftlinger Amojcan Anchliteennal
Steven R Urlah, PE
1WEV2020 IOMWO20
1WIW4X Apploved
categray: Will
(rl?) 3ad-33N slo.1.0- Aescoreff.
(�IT)3ir-M4
"Cateal Horizontal sider
baflrlaix,ronal�d_oom
Compill MKIl Cortficarlon Mark or Lisiling
, - , , -
- � - ',I - - - . �
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guallow Assurance
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Approvedforl Approved for Us.
Impact Di
a-# Product Modi Nuaabw ar Nam
Product Daisorhol
Central expiration liali
In HV outside HVKZ
Resistant Froassi
I HS IW Fin andFl,al Friani
'73.02 insulated Q
02/ieJ2024
No- Yes
No .Mlsa
Florida Department of Business, & Professional Regulation
�
Builifing Codes and Standards
ProductAppirlovall Application Detail
Pat. I of 1
I r'l
EMIW g
A"
-911-1 Data Paral Data
I ginalreewh,ulevarev,
vaidel
Validated
$10twill M Avri Ay,roved Steve
grant all L.I. R Lol PE
si IA. Ul PIR
lc,108023
10100020 t0AW02a 12h5/2020 Appi
k717) 305-mo, Fl 4
(717)3174454
bsffiIree*rrIW.om
I
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Product 004"hotlon
contract Ex6flatil 0.0
jr, HWZ
I Resistant Pressun,
Vwbald A.nah.. Molitor
17)31[n=4
No
�.
Y4 WA
Is
17
is
aradsmooth-Stair ctli'�
Sideltri an"na/butiswil
configurations).
P. Thermal FIber-Classlic and'Smooth-Star Nominal Will aquatNoNimpactlikqUil
,
C,ompowl Fiberglass
Wthout Sid (Insiveirwoutsirling"
configurations)
q. Thermal Filow-Chassic and Smouth-Sl Nomirusill %ng'.8 ftotNon-Impactliqui
I Composite Roo ricargliersa
Transomil nZWOultal
r. Theral Filoser-Classic and smoath-Star Nominal ;8"N.n1mpacI8qul
)*, OX or OX0
I . .
Glued 12rJ112022
Doobli voth or
XX at OXXO
Opaque 4213IM22
Singla-d6or Wth '
W configuration)
Opaque 12J$112022
NO
No
NO
Yes
yes
yes
No
No
No
WA
NIA
NIA
Florida Department CC Business & Professional Regulation
I �
Building Codes and Standards
Product Approval A pplication Detail
Page I or I
116=1
Florida Department of Business & professional Regulation
BuildingCocil aid Standards
Product Approval Application Detail
Pagel
1OM2021
CO& frillital 21I oki rm# P"nal 1hL4
11111"jigaiiiiiiiiii I � 1 11 1! lis; iii!�:ilmwmmmmawmmwmmml�i:i i ImIli , 1 Illi ;; swillilliMilligilimi ; 1:01-Iiii !III! mimmmm:lmmmalm
mmummosom ofimomsummomm I I
Code illni or 2n lin Paids, Pending Date
Cornpoeill Edge Fiberglass,
, al
Single D..&h
- �
TV- Version illarsufactureer
.
Candact EQ-l-RE& 11-le Vestal Hy
validated 'submitted IFEIGAD-1
Approved
Status
Miss, y.rairin
alwaf.d.-
conamer E,,h,,* & U- validated EW
validated subral
Fil Awral
ftowl
aill
=,,,, ;",djalll
a, 6 . conffouretiorell
(hnInjiO.i.Wrg:,O1,XQ,
%vfii- 2020 James HardloSuill Products, In.
,'had tracks. Wftdrov, Tan Joh n aQuil F.E.
0110,92021 1 2J1 4&020 014"621
ding PIM Appir,
R ... on 2020
A1.1ce
,.F-, Ryan 1. King, P,E.
Nick Th-ps- Lynd,F;4xhl
02?1512D21 02hW421 02n2r2021
,
001=021
Approved
19
s. Thrarna-7s, Fibat-Clasal and Smoothl Nominal 69,M;I3&,quotNon-Iapact&quct;
Opaque 128112M
No
Yes
No
N)A
Ced-al Ill walls
�WSI 545-6359 pi (3m W?-2528
Ceti Panel W.11a
�330)922-2389 RE-43409 (913) 7i
Composite Edge. Fiberglass
Sil Door \%fth
"Categi. 3dInQ
.h.d.dian�.0jeareshard
ZubCatag.ry-. Wis.
nth-p-@.I**.d,.-
Sidsitell(a) (Ila,aWag?Outsl
XZ� VX or OXp
Ompharica,liflighod: EiIalusion Report from a
M
C-pilie,ort Method: Evoluai Report froin s
Coal Head and sill
coirfiguWtIorl
Foal Registered ArchIlaPt or a Licamed Forld.
Hard. Ross irtwisidAr�hki or. lJoerod Florida
20
t Thermal Flber-Cassic and Sirrikotir-Igbar Nominal Isill "Ncn4rnpAat&qu.t
Opaque 1201r=
No
Yes
N.
NJA
Professional Engineer
Pl.faiskt Engineer
CompoelteRidge Fiberglass
gdelil (InavvinglOutel
Shila'Dw.fth
0,,D)(cr6X0
M I
I I I I -
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21
Continuous Head ovidVill
ir Thermal Rber-Classle and SmDoth-Star Nominal 6U898 &cribiliton-Imicacts,quarl
configurations)
Ginzed i2nir=
No
Yes
No
NIA
Oul Assurance
:1 ,
Approved for use Apisrovild for Use
Imsm
Deal
-
I I _ _:
� , ,,,�
Quality Asocarl
I
Aural Far Use
JI for U t
In" ... t
Cli
Composite Edo Fiberglass
Single Door with
ft" Product No". Wrap" � Name,
Proctuct Clestriptla central librairation
Date In HVHZ out"
Resistant
linissure,
se"10
Product Modal, alunabar or We-
Product De,sadallon Contract EMInalimill3i
In HVHZ
Oulaida HVHZ
lita-ligh.-It
P-.m
adelpsil 00svAutioul
XC), Ox or Oxci
I Canal Lap alirl
liber-owl apell 1MIU2023
Yes Yale
WA
I
I
aL &qU`t?TAqUcl Soffit
Vent or add Will eaffit IWIROZ�
No
yes
NO
N/A
cintintraus H ea'd itia Sill
coinfigurstioms)
2 kardriplai Lisp ailing
lbw_,�amsat lev'skil 1213,mms,
Yes Yr.
WAI
NVA
��
41 lutUct;Alijace 4&ailot: Soffir
Vent or Sold vil Sol 12ai,20;�3
P40
'�a.
tid
WA
22
v. Therma-Tal Fibui-Chussic and Brinooth,Star Nominal 88effi "Ncm4m4iaet"
Gi 12t3lf2022
No
yes
No
NIA
3
C. &qudl:Gr0mbrIwVlnl 6wa:I Son
Vent or8ald Vlayl Wall t26I Z023
tic
*'a t
No
NtA
Composite Edge Fjol
ass Single Door with
4
d . lL4uat:us8qu-t8dft
vent or son d vW Sam 12MIM23
I's.
Yes
No
I
Shielibal QnsviAriptOutal
XQ, OX or OXG
5
.. li,quotiChal Dak&ql Baird
Vol, . sold Vial solair 12131qq?3
N.
Vree
N.
NIA
23
Continuous Hiend and Sill
wThermal Fliber-Claissic, Noml 1.406 a
conriguratill
N I 12-1-�,
�1
-
o
f &q'&1%PwGPo4kq_t; si
'Vent or sold Vinyl Will 12M02S
N.
Yea
No
WA
na ; - on- mi 0, -qua a ,,a -
Goamposits, Edge Fiberglass, Door Pana"th Vented
Sidl-libo(Q (1rt.vvng1Qubtvvinl XXI M or XXXK
. I III
coal one)
24 x Therma-Tru Fiber-aassic and Smol Nominal 88,930;0 liquotNon-Innisuct8cit,rot; Opaque 12J31/2022 No Yes No NIA
Composite Edge Fliberilave Door Panel �* Vented
Sidefitel llnswrigiOutri >V, )Mor)Q= I
,
I configuranicins) �
26 y. Thermal Fiber-Classiound'Smoolial Nominal 6;kff3O;Z&qua�N&r-ImpacKquot; Clal lX31112022 No Yes, No NJA
Comoca,ifill, Eme Flicisralearies Door Panels vAth Vented
Sidi (IntivanglCartowpi
. I
)0�-)O(X or X)00(
Florida Department of Business & Professional Regulation
"I ori
Florichis Department of Business & Professional Regulation
, �
PRO I oil
28
0011figurriorls),
. Themm-Tru Fber-ansiosirld Smooth -Star Nominal sill &quccNon-Impsuat",GIued
1213IM22
No
ye�
NO
NIA
BiLlitclingCodes and St I a I radards
tol
Building Codes and Standards
102621
Composite Edge Fibeigioss,
Sidellitial QIrssising/Outs,wrig;
corifigurationa) 11 I
Door Panels Win Vented
I 1 X)� XXX or XXXX
Product Approval Application Detail
Product Approval Application Detail
27
�za. Thernia-Tru Fiber -Classic arad Smooth -Star Nominal ftff*8 Utri
Composite Edge Fiberglass
rapacAqucill Glued 12131/2022
Single Door vAh-38alli
No
Y"
No
N/A
ii: ;iIII;ii IiiiIil;llll gli: ;11,11
i
limilis I iiiiiiii,iiii!iillllii; il!lllli''�iii
i
I
1111111FITIMEM
ill
ilill 0
sua,
WIN
ill!
Knongmumumm
Sidel 0 ri-Imptauts"nal
1
XO, OX or OXO
owl
2211,
Emi Rill
Data Date pimi
2d,
RUN
codill
Eager or
we Cale
Dest fticlim
Itars,
28
zb. Therml riber-Paill and Smootli ��I,n,11111111.11all) �, 11 aquilk
No n - I rrioad8ti u ol Glued 17WILrOm
No
Yes
No
N/A,
Iya
Version claarleytorer.
cooled Racial Uloal Validated III Validated
.
sublial Pal AsPI
Amara"
2611i,
aa Varrall
Marvirtectorer
coal Endriwaira U1,.l Validetwil
Validated rilitanithad
FECAtioraval
Avia.-
I&,
Composite Edge Fiberglass
Double Door vft
ReVe..
2920 TAMKQ Building Produals LLc
�
" Edo Robert Menthol John W. Knosovkh, FE 10,00202)
ownf2ol i(A1120120
1211,5=20
Approved
R.145$. 2020
L_V. Thorrapson, Inc. doe Thompso Architectural
. .
Tony Christmen Zachary R. Pass, Steven ML Until PIE
oral califflm
09=020
12JI512020
Approved
3ii sidliblitas 0 rilavirigitOutsMing;
O)Q(G
category; R-oariv
(417) 624-BO44 pl�_Si 04)T7243224
Mal CQmPanY4TAMC Of
013�24&3456 PE-74021 V17) 317-8454
29
0-afilgLost-0)
,zo. Thermal Fibear-Clasi and Smopthil Nominal W39l SquokNon-Impatol
Glued 121$112022
No
yes
No
NJA
zaardirlsalon, Lindwayrrsints
keart-adar'49trank,046M
Cede": Rating,
8.1tcaleFiry: RWl A008i that Us an
lanyclukarrebrac.fini
,
Composite Edge Fiberglass
Sidelil 0 newnglOutial
Single Door with 38i
I
XG, OX or OXO -
Compliance Mashod. Evaluation Report from a
Flail Ragistareal Ardl Licensed Fiords
Integral Part oftha Rel W�twn
lor.feasiorial Engineer
Compluen" staga.d.- Evaival Report torn a
so
-
zd. Therrise-Tru Fbor-Clatal and Smoath�Star N .M?,U,r%n %,: 0 & q u at
.
IN a n - I in pectiliI U o Q, Gle zed 12131f2022
,
No
Yes
NO
N16
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� , ,
1, � �
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",!, 11r1,1 i ,
Florida Registered Architect ar a Licensed local
Professional Engineer
Composite Edge PiblorglaVal
Doub4 Door with
,ii
�_ ", , I
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O�=
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A-,-d for Usaa
ka,ax
season
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HurrioanoTia
17
MQU3-�'637SDS, VIGU5.25750$: MQU5.60-SIDS, MGU5,52-SIDS, MGV7.Q,0-$D$
Faoa�mouffl: hangers
:E CU
0
4
SPtF22434, SDCF22512. SDCF22614, SDCF227G0. SDCF22858,,Sl)CF`22I014:
Strong -Drive SDCPTii-nber-CF Screw
8
13VI-2
Brick Veneer Ledger Connector
10
HSS2,SDSI,5,,HSS2w2 -SDS$, HSS2-3�81]1!3,3, 118S4�SD83
Heavy Stud Shoe
18
MIU, series hangers
-.9t16"t �5-
Face mount hangists available in widths ranging from I a
C
U)
SD,CF221134, SDCF221334,,SDC!`27I95S,, SDCF=��i&
9,
CBT2Z: Q_ST4,,Z
Concealed Sea rhTies
11
HST2., HqT.1, H$T5, HST6
'Straight: Straps
14. and holginiz ranging from 6-1611V'019, 11 1 Z'.
5 SDCP2204, SDCP22512, SDCP22614. SDCP22700, SDCP2?8$81,sQCP229j2, Strong-DriVle$QCP Timbbr-CP -Scraw
10 CJTV� CjT4Z,.: CJT5Z, CJT6Z Conoosladi Joist T"*
12 HTS1 6. HTS20, HT$24, HT$28,, HTS30, KT-S30C Heavy TWst Strap
19 MUS26m MUS28 Facbmrinciunt hangers
SDCP221100. SDQP2Zl 134, sbcP,27140Q
11
DJT1 4
DeekJ,��istTie
13
HTSQ1 RKTZ. HTS02QKTZ
Heavy Tvv[at Sirap,
20
SUR:'SUL SURCi SU�Qsafles hangers
Skewadface-mount in wdths,ranging from I-
6
SDHR_
2740Q; SDHR27614: SDHRS1400, SDHR3IS14
$trong-DrivaSDHRCembo-Hez6 Screw,
12
DS
DryWoll Step,
14
UFTA
Light, Floor Tie Anchor
9118" to 34`16'and heightiaronging from 3-11/16'to 13-TW',
7
SDS251 12� SDS2�1 3,�, SQS262Q0, SDS25212. SDS255001. SDS2�11 2 aDS25,41'2,
'Strong-Dtive SPS Heavy -Doty Obilinactor Screw
13
1`04�.FC6
FromingZlips
1,5
LISTAR L.STAI 2, LSTA1 6, LSTAI 8, I-STA21, LSTA24, LSTAW, L 5TA36
Straight Straps
C66oealod flange version (SURC, SULGj avai[aNafw alwouble
SDS256001'abS25500�, SOS25800
14
FWANZ
Fodnd'ationWoArn Iss
9
16
LSTIf49,, LST173
g t
Stral h Straps
a flange is congealed,
8
SD8251 128S, SOS2SM08S, SE)S25212SE, SIDS25300ISS: SDS25312SS
Strong-brive sps,Heavy-DaylConnector SS Screw
15
GAI: GA2
Gusset Angles
17
LTB20, LT1340
Bridging
21
u-'series,haroliars
Faveniculpt hangers avolable- in widths tangingfrom 1-9ti6l I to
9
SDWF27167 SOWFV�0, S0WF2T24�SDVVF272j5, sb,WF27�0
13trong-Drive SDWF Flgor-to-Floor Screw
IS
HZA� Ko, H81 H1.0A.2,_HI,QS, HI 4, H I GAI 0:
1 B
LtSI 2, LTS, 16 LTSI LT , 82 1 0
Ltg lit Twisit St:rAo
b" and haill Ints ran glng, from 2-5161c, -11.114".
17
15
HCJTZ
HH4; HH6
Heavy Concea led doist Tie
Header Hangers
I b
20
MdT
MST�7. MST�7, MST48, MST60, MST72-
MediumGfirderTiedown
Straight Straps
FL#10007-R
19
kESIZ
knee -Brace Stabilizer
21
MSTA0, MSTA11 MSTAT5. MSTA19, MkTA21, META24, mSTA20, m8TA38, mSTA49
Stra�ght Straps
FLM0667-K6
20
Q4�6L L501. L70-, L90
Angles,
-22
M$TC2$1� M$TC403 MSTC�Z, MSTCO�. MSTC7a
Straight Strips
S" X
ProductModel, Numberor Name
Product bescrintion
21
LC94
Post Cap
25
MSTC4695, M§T061893
Pre-2erit Straps
gga
Product Model. Number,or Name
Produd DesedgEga
I
ATR316, ATRI12, ATRv8, ATkv4
Threaded Roofs
22
I.Sk, 1.860, L870� LSOO
Skeyalale, Angles
24
MSTI26, MSTISG, IMSTI48, MSTIOO� MST172
Straight Straps
I
BA series hangers
Top flange hangers avolable in widths ranging from I VIVto 7-
2
ATUD5, ATUD8-2, ATUDS, ATUDg-2, ATLID9-3, ATUDI 4. ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adj Oita ble Star 8tdnggr Connector
�5
MTSI 21 MT81 8, MTSI 8, mTsx, mT8240, VTssa, MTS36C
Medium TwistStrap
Iff- And heights ranging from 7-1/8"'to3j'.
3
BF318-2, SPV2,BPlii2-,3, BIP16/6�2, BPa18-3, Blo3fill, SpaA-3, BPRTub3-4
Bearing Plates
24
LSSJ26i LSSJ26RZ, LSSJ2%Z, LSSJ2BRZ, LSSJ21OLZ, LSSJ21 URZ
Field Adj ustable, Jack Hanger
26
NCA2XI071'2, NCA2xIZ-IZ NCA2x8-10, NCA200-16, NCA2x12-10
Bridging,
2
IDGBF series hangers
Topfong�e hingers availabloln'widthisfangfing
4,
CNW3/.S, ONW112., CNW518, ONW5/4, CNWW-11,2,CNW3/4-5/`8
Coupler Nuts
25
LSSRI_81, I-SSR211, LSSR2.37, L8S92.56. LSSR110-2, LSSRA10
Field�Adjustable SlopocislSkewable Hanger
27
RCW812� ROWS14,
Wall,13rarifig
Iff'and height�prangingfrgm.V-1/4"IcP24,',
5
CTUD55, CTUD85, CTUD66, QTUU75, CTUD76, CTUQ77, CTUDS7, CTUD68, CTUDP7:
Coupling Take-Ulip Dev Ice
20
LTP4,LTP5
Tie Plates
28
RPS1,8. RPS22, RPS,28
Repair Plate Strop
3
QGF series hangers
Top,flarige hangert available In widths ran&4 from 1 -1 Oto 3-
z
tTUQ9S.,0TUD9i
27
MI-237, ML24Z, ML267, ML28Z. ML21OZ
Angles
29
RSP4
Stud to Plaite Connector
518" pndhefghts� ranging from 7AX'to 24".
N:�, N4, N5j N6
Heavy Hex No%
28
MMH8
Roof Ti&-Qovm
�O
SPIj $P2, SP4j, $FIG, SPQ
ft d Plate Tie
4
DGHF "rise hztdgor�
Top flang6hiingersevailiole irivoidths ranging from 1-314PIto. 3-
7-
RTUD,5.,RTUD3B, RTUD4, RTUD4q, RTUD-5, RTUD8, RTUD7, RTUD6
Ratcheting Takie-qp, Dev Ice
29
NMHC
Hjqgqd;RocrfCo neck�r
31
SPH4, SPHS, SPH8
Heavy Stud Plato Tie
518" and heights ranging from 9-11,Vto 24*.,
S
TUD9, TUD10
Take -Up. Device
30
MMI_W6,, MMLU2642, MIALUIZ, MMLU28-2 MMLU210,,MMLVI21 1. MMLUI39, MMLUM I
Faep-MoutritHarigers
3
6 -1 SS4.5
Stud Shoo
5
EG5, EG7, EG9 series hangers
T60 flange hangersevailp,510 in vAdtho rangin from5-114"to$-
9,
TUW318,
Taka-Up Washer
31
RBQ; FISOP
Roof Spundary,!Clips
33
STO, ST12,,ST10, ST,22, ST�Z92, STZ122,$T�-1 15, ST2215. 5Ta215, ST8224..ST(5Z�6
StrzightStrap%
7i!3" and heights ranging from I V-10 32-1YZ'.
10
U R S
WS" Uplft R60 Run Tia,do*n System
S2,
RST-a
RoafTie-Down
34
T9201 T1327, TS30: TESS, TB42, TB4�, TB54, TB56. T860
TsInsion Biridgirrig
(3
EGQ series hen _rs,
Top flange hangersAvailable in wdthe ranging from to 7-
11
URS4
112" Uplift Pod Runfledown System
33
RTC42, RTC
RTC227 2Zz RTS4
R12107le, Connectors,
S5
TWBI 0, T,AS12, TVVI314
Wall Bracing,
'1�4" and heights ranging from 32,�.
z
12
URS�
Uplift Rod Ron Tledown System
34
S!3TCz STQT, DTC., HTC4
TrussClips
36
VGT, VGTR, VqTL
Variable, Pitch Girder Tiedpvvin
7
GLS series harl"fs.
the
Sadd Is, hangers Available In wid ronQilng from 3, jlVto 8-71SI
13
URS6
3/4" UPIR Rad'Rurt Tietlown System
�5
T-JC$7, TdC57
Truiss,da kClips
37
WEI 00� WSIQQ�, WB126, WEI �6C�. WS148C
Wall Bracin
and heights ranging from S�VZ' to 28",
36
Z2, Z4, Z44
Panel Sl;tffPnerCfIpS
6
C LTV series hangers
Top flange hangets-availoble in voldths ir,angin flQm:3-144o7-
P
118"And hafights na'nging'from 1 V to 32"-
WM06441-RIS
Flj#_10531-RO
9�
HB series hangers
Top flange hangers avallAbje in WdNs fargiing from I'-9116'lio T
FL4010447-RS
112" and heionts hariging from'S" th,39',
Sea 9
Produtt Model, Number of Name
Product DesCrIgtion
Produat Model. NUMber or Name
112mclUct Desiodbak
I'D
HGILS set , feshangers.
Saddle hang'sis available in vvidths rangling from 5AX't6 8-713'
I
DTT2
HoldAckviri
Seq 4
Product Model, Number or Nam
Product 0olsorilati
I
CI3H9',37x5.5,.CI3H2.57x7,63, CGH2,374.75
Concealed hangers
and, heights ranging from 10-1 IZ'to 2S'_
,2
HOC1014" HOCIO122
Hold-down
1
AHER
Adjustable Hip -End Coirins6tor
1
DU, DHIUj DHUTF series hangery
Face4ount (06, DHU)ard top4lafige (DHUTF) hangers
11
HGLT series hangers
Top�ftsthgra han gers.available in widths trarigilrig from 3-1PVto $-
�5
HDQ8� HHDQi 1. HHDQ1 4
Hold-down
2
DSC2FZ-SDS3. DSQ21_-SDS3, D8C5R�SDS_S, D,805L-SDSS
Drag Strutconnecto rs
Availai b I- n Wdths ranging from 1 -911 IS," to MIMS" a rid heights
,
7113", giid hdig its to n g ih_q front 71 IT to 32',
I
4
HIDU2. HDU4, HOUS, HOU8, HOU'll, HDU14
Hold-doAm
3
GBC
Gable Brace Connector
ranging frorno-116 " to 2S4 511 81'�
12
HGI_TV series hangers
Top flange hangers av aflable In wdths ranging from 3-ItW'to 7-
S
HPA28, HPA35
Stralp-style purin anchor
4
HCP1,81, HCP:2, HCP4
Hip Corner Plate.,
HOU5,25,WS, HGU5,-%SDS, HOU!5�6ZSDS, HOU7.00, SOS, 14GU7.2$-
Face -mount hangers
118" a rid heig his to ngjng Jhpm 14" to 3:�'.
6
LSTHD'8, LSTHD8Rd1
$1ralp-style hold-down
5
HHRC2,2, HHRO42i HHRC42�2� HHRC,411,81, HHRIC44, HHIRG5.15;3,25, HI-IRC517,13.12,
Heavy Hip to -Ridge Coriffectws
$PS, HC,,1)9.00-$t)S
HIT series. harigers
Told flange hangers available In wdths ranging from 2-5116" to 3-
7
MASA,MASAP
Foundation anchdr Strap.
HHRC6e
4
hangers
F;c�&mduhit harrigars, available in widths ranging from 1-516'10,7-
9,MS"zinid heights ranging from I S"to 26'_
8
MPA132, MPA,144
S traprstyle purin anchor
6
HRC1.61, HRQ22
Hio Ridge Connector
WF' And heights ranging from 5-�KV' W 1`2-WV',
14
HUSTF series hangers
Top flange joist hangers available in widths ra Ning from 37 1 1;8"to
�9
PAIS,, PA23, PV�, PA36; PA51, PASS
Strap�stylei pOrlin Anchor
7
LRU,20, LRU28, _RU21Q LRU212
Rifler Hofigar
5
HHGU5�25-SDS, HHW�,5.MDS: HHGU5.62-SDS, HHOUTGO-SDS, HHGUT25�SDS,
Face-mcliunt hangers
3-9116" and heights ringing fromiS,5m" to
10
PA118, PA123: PA1281 PA135
Strap-stylo purlin anchor
8,
LSU26, LSS U
Q28z LSS 210
Light SlapoabloiSkowable� U Hanger
HHGU9.0"DS
15
H UTF H LCTF series he noers
To p t1a n ge. h Angels ava flab Is in widths, rarigi no, from I -W1 6" tc,,5-
11
STH D1 0. STHD1 ORJ
Strap -style hold-down
9
TBE4,,TBES
Trusi§,Bearinij Enhancer
6
HHUS26-2. HHUS28-2, HHUS2,10-2, HHUS46, HHUs4a-. HHu!5410, HHUS5,50l'o,
Pace -mount hang are
112" and heights ranging from _3-7,`16`�tc, 15".-ben cea led flange,
12
STHDI 4; STH DI 4RJ1
Slrap-style hold-down
10
TM,4� TCN. TC28
Toossclip
HHUS7.25filb
vorrion'(HUCTF)Availablia fat all models havingodth equal to or
11
0 tii� 221
THA29, TH A21�,THA218,THA218-2,THA222-2,TH.A413,TFIA41�,THA�--41 4
)kdjustablaTru Hanger
7
HSUR, HSUL. HSURC, HSULGaetiesnangers
Skewed facia-moupt hangersayAloblo in widths ranging from 3-
g ri�iapar than 2-9116".
THAG4�2, THA42E THA421-2, THA42&2
118" to_5-IJ8'!and heights ranging from 4-SW to
IS
HWP series hangers
Top flange hangers availab,le Inwidthis rangfriq from I -ViS" to 7-
12
THAII.81r22, THAl2.661�2, THA112,1122, THA1222, THA]a22. THAJ352Z THAIAb2
AdjustableTruss, Hanger Sied for Wolst�,
Correaled,flangevOrsion (H_�URQ, H$VLQ)1,a,�jI61piefbr all
Val, and height I s ranging from 5.516, to 2e'.
I S
THAL422, THAR4�2
Skewed Truss Hanger
40010X And 4Xrncqo*. only acuta,flanga lis concealed,
17
HWPH series hangers
Topflarige hangers available iln�vvdths ranging from 7-
C=
14
THJA26, LTHJA20, LTHMA
Multiple Truss Hangers
8
HTUg HTU28, HTU216, HTU25-1, HTW$-2, HTU210-2
Face -mount hangers
112'and heights ranging from 5-3)8" to �2';
15
THJlvf2-4-8b§3, THJM2,5_,SDS�j THJU25. 7HJU26-W
Multiple Truss Hangers
9
HIJ. HUC,seties hangers
Face�mount hangers available in widths -ranging from 1-9ti 61c 7-
IS
ITS series hangers
Top flange hangers available in Wdths ranging from 1 -gh V'to 3-
15
TSBR2,24
Truss Spacer -Restraint
112"ond holohts ranging from 2-7/6" to Concealed flange
5,10",and heights rEirrging from 16',
V_ >
0
17
VPA2� VIPA25, VPAS. VI VPA4
Venable Pitch,tonnectors
version (HUC) ampilablefor,afil m#odolsJiavIng width equal to tr
ID
J2 series hangers
Topflange hangers available in wdth of I-SUIV' and heights
01-
o
18
VTCR
VaiayT�ues Clip
ranginb'from5,W8"jo7-V4V'4
10
HUCQLj.81,f9-SDS, HUC 01 81111-SDS. HUCWID�2-SDS, HUCO2IM-SOS�.. HUC0310-
Fare-mapint hangers
20
JnA series hange to
Top flange hangers avollablein width of "116" and heights
CL C
><
SDSj HUCQ4i0-SDS, HUCQ412�GM; HQCQ31%-SDS,, HLCq5.25/I1-SDS, HUC4�610-
ranging from 9-8/1
(13 L
S&S,
a_
CIO
M
CL
u) E
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0
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 1,2/=420
Simpson Strong -Tie -2020 F13C Approved Products
Updated 1213WO20
Simpson Strong-Tie2026 FBC Approved Products
Updated 120012020
Simpson Strong -Tie �020 FBC Approved Products
Updated 12130/2020
0
0 0
For direct finksloall -S-,ST4ipProv01s listed CLICK HE -RE
For draA linksto ell $ST opproviptle; Islied telvv, CLICK HERE
For dr a Este beJpwi CLICK HERE.
aet links to all Sant approval
For diraijA links to all $SToppirov s listed t�elo�vi CLICK HERE
C,
For additional information regarding Fltiflda!�j Statemde Product ApprovalSwIent an d Migmi-Dede County Notice of Atmeptan" (NOA),.4;�,
For additional information rogardiln; Ftordail Statowidt ProduptAPproval -System and M!j±VadePopnjty Nod�e of-Looplandt (11,10A),
For additional inforinatiion regarding Florida�s *1lewide Pro M
ductApprowiSystemorid
For additional information regarding Flodda`5 Statewide Product Approval System ail d Majd-Eiad� County
Notico 91Agcoplance INOA). 9WQj.=,
40- Uj
21
L&5eries hangers
Top in wdth of 1-911V'and hei ht
FL#11460-R5
18
SVILISV1 56, SILBVI31 , SILBV2.06, S/LBV2,3T, S1L5V2.$S,1S/LBV2.�§. S&QV3,12,
Top Flariga.-Joist Hangers
61
SET_XP`
Adhesive Arlphprfor aoriciete,
ranging train 6-318" to
SILBV3;96, tk8V&S2. SILEW4_06. Sti-BV02, SfLBV4,2a, SLqVVE5. S&BVS.60
6
Straing,15oft 2 (STB2, STB24SS� ST B2-6SS)
Strong-Polt,2 Wedge b
Anchor for concrete,avallable. in car, on
22
LBAZ sides hangers
Top flange hangers available in wdth�of i 411 6�� and heights,
4W
f=V-el. Number or Nam
Product Description
19
SILTT20� SjDTT�Z, SiHTT1 4� HTT4. HTTS
Holdovyne
steel and 06 and'3 , 1 6 s;t aln&s ataisl
f4nol
I
US�l O�4
Joist Hanger
20
SIM8T60, 6IMS772
Siraps 11 a m g
'il ti
7
Titan HE) (TH6H. THD-HMG, THD- H4§S. THD-H6SS,.THD _C$, THbLbseisss)
Titan HD Heavy, Duty ScrewAnchorfor concrete and masonry
23
LEW, LEG6, LECT series hangers
Topflaings.hangers available I n widths ranging from V14P to S-
2
HRSQ, HRS6� HRS12
Strap Ties,
21
SP4tSP6
Stud Plate Ties
wAgabie wtK hok heod, in c0orth steel and Typos,304 and M 6
718" end heights ranging from 9," tin 33-1
3
HUCtiti 0-2,S'DS, HUCQ21 O�3�SDS, HUCWl0-SDS
I oer
Jolst Han
2�
tsp,oap'TtP
Stud Plata Ties
etainjits steel, orwith cout rsunk h�atlJnearbonstsvj and
rft
24
MIEG5, MEG7 series hangers
Top flange hangers available in widths ranging from 5-114" to 6-
4
TH0132, THOU5, THGBH2,, THGOH3, THGBH4
deist Hanger
23
STC,DTC
TrussCltp
Typeii 6 stainless steel
7.18"and fielghtis taAging from
5
THG02-SDO3, THGQ3,8584,5, THGOHMOSS, THGQH3-SDS4�6. TI+GQH4-SD86
Joist Hanger
24
TED2t
I Trust Brace Diagonal
A.
Titen HD Rod Coupler (THD37634RC, THI)509NRCl
Tifen HD Threaded Rod Coupler for cicinchfte
26
MIT series harigiers
Top flange haingersavailab[oln Wcfthe ranging from I , -911,6'16 5-
6
THGM-3, THGW3-4, THQW4-3, THGW4-4
Joist Hanger
26
TJC37
Tiruss da&k Conneoor
9
Titeri HID ThroadW Red. Hangrer qHDB25I58RH, THUBS1158RIII, TH037212RH,
TitanHDThre4dsd,RW Hangerfitt-coricrote,
118" and heights ranging frorn-9,_114�4o 24".
THD5PZ34RH, TIHDI0212RH)
20
PFi PFB, PFDB� PFD,5B series hangers:
Top flange hangers Avallable4riwdth of 1 -911V'and heightV
TO
We4e-AlllWA)
Wedolo-All Anchor for n4sadini
'31
rangirrgfrcm�,Iw 8`to7-I&',
FLtH1473.R5
FL#13904.R5
(D
2T
RR
Ridge rafter connector
4
WP sarliss hanljort�
T)op flange frongersavailalojoin v�dtlhs ranglng from 1 -911fy' to 7-
Sea #
Product Model, Num ber or Name
Product Des�cthoitlori
Sea 0
Pmduct Mortel. Num bor or Name
Prciduct Doscaegga
FL*l MO -IRS
118" and heights ranginQ.614110 �2".
1
GETAL2T)
noubld Embedded Truss Anchor
1
GCOMS-62-S13SHOG, GCx]tM4_d2-SDSHDG, CCQMa5O-SOSHDG,,CCTOPA3-62-ScfSG;
Masonry PjiarlPaps
2
FGTR; FGTRHL. FGTRHR
Girder Retrofit Anchor
CCTQM5.A0-SDS'6, CCCO-M3.62-S05,3� C=61IM4:e��-sbsia,
Sen Al
Product Model, Number or Name
Product Descde=
z
H18,,H161S. H1&2z H1812S
Hurricane Tie
1
AT-XP
AT�Ixp Hig hfStr1ingth Acrylic Adhesive for concrete or masonry;
FL#1C*60-R5
4
HETA12 HETA16, HETA20, HETA24, HETA40
Embeccl ad Truss Anchor
ECCI_CkM3,620-KT,, EGCI_QM,4MG-KT, EQtI_QM51.,50G-KT,, ECCLLQMD3.S2Q-KT,
Masonry Plot Caps
2
ET.HP
ET.HP FoaxyA�Ihesive for masonry
5
H ETAL112, HETALIO, HFTAL2( I
Embedded Truss Antficir
ECCLL QMD4.S2G-KT. ECr_.LLQMD�.500-KT. E C'CLFtQM6i.&._KT, EC121-RWID4.62G,
SET-XP
- no
SETXPHi9h-St ngthEpc)�yAdht�siveforyno�;onr.y
Sea 9
Product Model. Ngmberor Name
Product rjescrijotion
'6
HQAM10, HMQ
Masonry re"fit corinectors;
KT, ECCLRQMlJ5.50G-KT
4
Strang-BoV (ST132)
Strong-Rpilt 2Wadga Anchor for masonry
I
ABA44, ASA44R; ABA45, ABA40R, AEA66, ABA66R
Adjustable Post,Bose
7
HHETA16. HHETA20, HHETA24, HHETA40
Heavy Smi;,edded Truss -Anchor
3
14GUM5.25, HGUMS:60, HGUM7.00, HGUW�25, HOUM9.00
Heavy Masonry Hangers
5
Titer, 2 Cr*2�
Titen 2 Screw , Anchoufor Concrete
2
ASU44. ABU44R, ABU41k ASU46R, AI;U5-5, A81-15-6. ABU65, ABUN, ABIJ66R, AgU88,
Adjusta ble post Base
�8
LGT2 LGT8-SDS15, LGT4-$D83
GirderTierlowr
4
LOUM26-2, LGUM26-3., LGUN426-4, LGUIVI,28�2. LQUM28.3, LGIUM264, LG'UM210-2,
Masonry Beam Hangers
4
Tlien HD CFHD-HASS, THD-HOSS, THD-CSGsSl
TftonHD He n �04
avy-D ultly Screw Anchor for concrete available i
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ARU85Rj ABUI.010: ASU1010R, ABU.1212,,AI3UI2112R
9
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Lateral"Fruss Anchor
LGUM21'0-3, LGUM210-4, LGUM46; LGIUM418; LGUIM410
ABW44Z, AI3W44RZ,ABW462, ABW46RZ. ABVV.66Z, AM:66RZ, ABW7-7
Adjustable PostBase
10
mETm'�, mETAI6, METAIS., META�n, mETA,24j META40
Embedded TrussAnchor
6
MBHA3.1919,25, MBI-A3,12J11.25, MBHA3.56fT25, MBHA3,%,f0_.,25, MISHA3.5611.25,
MasonryTop Flange Beam Hangers
countersunk head.
4
AC4, A04R; ACE4� AtO. ACSR, AC E6
Pastcap
11
IVISTAM24, M87I*Am�a, MSTGM40, M$TCM60
Strap. Tie for Maso nry
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7
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6
BC4, BC46j BC4R, SCS, BMi 3C6, 9QS2-2/4� SCS2-316
post Cap
12
MTSM 1 e, MTSWO, HT,9M1 6, HTSM20
Twist Strip for Masonry
MBHAS�50 ' 19.�25. 25, meHA5,50111,88, MSHAS,50114, MBIHA5,50MS
6
CB44,CB46, CM8, CB66, CB88,
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7
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5
MEHU8.5619.25, UBHU3,6611125, MSHIJ3.5611 I,et, MBHU8,66114, MBRUS.56flio,
masorrify Boom Hanjem
fL#16937-R3
8
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Bolted column cApswillh Wl,fanblng from 3-114"to9-112" and
FLOM 1406-
M13HU3,56115. MBHU5.,50;9,25, MBHU�5.WII,26�. MSHU5fiQll��88,; MBHU&S0114,
W ranging from 3.519" to,7-112"
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Pro.duot Descriptio'n
9
CGCI_SDS2m5,_ ECM-SDS2.5 Series
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Product Model. Nurni bor or Name
Prod uct Descrintion
I
X34BI0164K 91$110116,X481 01 84K X0181 0IS,:XQ1 BI 01 6.4K
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to, , it #3
W? ranging fmrn,3-5f8'1 to 7-112"
1
DTTiz
DeckTensiori Tie
brin Point
CL
10
CPT44Z, OPT687. CPT88Z
Concealed Ppst'Tie, Base
2
HD1 2, H DI'9
Bolted Holdawrra
FILtill 3975-118
X II4TI224..XLQ1i4SI224-:ZK
412-24 Strorig4)rlve XL LargermHead Mleta[ $0-Drilling, Tapping
11
EP13,44A, EPB44, EPB46, EPBFA
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4
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13
LQ1344, LCBS6
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Product Description
5
6400
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19
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PPB44,4Z; PP1344-6Z
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butdoor Accenla; Structural Wood Scr , ew,
I
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Bypass Framing DrkStrut Connector
22
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Retrofit Post Base
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9
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Product Descriptiam
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.
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4 1
LSFC2_251, LSFC425, LSFCO-25, SFC2.25.'SFC��25, SFC6.25
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$traps,97 mil,(12,ga)
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Product Model. Number or Name
Product Dbscriotion
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I
FJA, FSA
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4
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7
S6,B43 5,SC845, c SCS
5, 47$, -B49.5, 5OB41 1�5 MSC$45�5, MSCS475
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5
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ft-duot Description
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Bridging Connector
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18 ga,. Truss Plates
5
'SCV4.25, SOW5.5
H.ad-,ONVall Slide -Clip Connector
4
QLB5A, GL135a. GLB5C, G1.860, GLB7'A. QLB713, GLBTC1 GLB7D
Golarn Bearing Plate
7
LTP5
La teral Tie Plate
AS 26HS
20ga High- Strength Truss PIatA-
10
SJCa,26, SX10.25, MSJC8.25. MSJCIO.26
Steel Joist ConnectoM
5
GLBTSI 2; In wr6l 2, (3LBT516,1:13 BLT91�6, 61-13T54, G91-TOD
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8
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Light:TwiatStiaps
,
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M go. Truss Plate
11
SSM. 51 ar
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6
HGLBA, HQLaB, HGILQq, HGL6D
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MSTA80, MSTA:36, �3T(321 s, �STS=4, Ets, STi,2�. s�riiel, STa�,mSTCg$, IMSTc4c, MSTt52
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L
91414,Stronq-�brive ALSH Shouldered 8elf-Drill(no, Tapping
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HGT-2, HGIT-3, HG'T-4
Heavy 6irderTiedown
ia
ms=rce�, m§Tc7s. aTs�134
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Screw.
LU
8
UFPIO-Snss
Univefsa I Foundation Plate
11
MTI§12, MTS16r MTS18� MTS�G. MTS10, MTS24C, MTSWC
Medium Twist Straps
15
�V§Idi 8, �41 BI 01i§_41<� X01 91214� XQ1 B1214-3.5K XQ788i2�4,5478811�**,
ffib-1 8.41'244. and i�l 2-NEtrong-briv. >� MetalSelf-Drilling,
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12
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Top FlarrigoLJoist Hangers
FL#1 67'30-R4
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Tapping Screws
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SHEET NO.
PA 1.3.
I IN
Z I ILI ECO limc.
TILLIT TESTING S ENGINEERING COMPANY
PRODI 2
2.2. TEST REPaRITS:
Large missile impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
nODTIC r
G. MAIEWAL CHARACTSRIST[CS Q, SPECIFICATIQNS:
Shall be strictly in acoordance with General Notes and Components Indicated on
sheet 1., 2 and 22 of 26, of Product rEvaluation Document (P. E.D.), drawing
VATTFR A. TXUT. M, P.E. -CC
FL�Xtc�:ftj 441IMT
R rA L4 N,,. NW. ig
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
26, of Product Evaluation EYocument (P.E.D.), drawing go. 20-176,
PRODUCT EVALUATION REPORT
#96-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports# 20M dated 0411611998 and
# 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS AND CONDITIONS OF USE:
REPORT NO.: 20-0728.01
0219.Gl-09, dated March 4,2009, signed and seated by Edmundo Largeospada.
P.E_ and Henry Hattem, P.E.
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
DATE* July 28, 2020
Tensile test report No. 9CM-197 by OC MetalIvrgical, Inc,, dated March 13, 20K
on sheet I of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate, P.E.
prepared by Tilleco, Inc, and signed and sealed by Walter A. Tilift, Jr,, P.E,
PRODUCT SUB,CATEGORY- Storm Panels
2.3. rRUC.TtJRAL,FNGINEERINGCALCULA]]QN$m
7.2. Product may be installed within HIGH VELOCITY HURRICANEMNES as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on section 1620,2 of the Florida Building Code.
PRODUCTN
,AME: 20 GAGE GALVANIZED, STEEL STORM PANEL
Wind load, as Well as maximum anchor spacing vs. design Wind load and panel
MANUFACTURER- Global Protection Products
length based on ratlonal and comparative analysis, and In accordance with
7.3. Product shall only be Installed Into poured concrete, concrete block, and
LLC,
48W&W. 51 Street
section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
wood frame structures.
Davie, Fladda33314
dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
1_ PURPOSE OF EVALUATION;
3. MISSILE IMPACT RESISTANCE:
Product Evaluation Report prepared by Waiter A. Tillft,.Jr., P.E. (Florida License
This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
Large missile Impact under section 1626 of the Florida Building Code, as per
No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
TAS 201 Protocol.
6 1 G20-3, Method I D of the Florida Department of Business and
IMA ND_LOAD$_MJ31ANC_E_
Iolf"HHH11"',
1;jp, AL T141,iZ4*
Professional ReguiWon.
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
This product is being Issued an Evaluation Report as described heroin, and has
pressures. Maximum panel length shall boas Indicated on sheets
4,41
been verified for compliance in accordance With the 2020 Seventh Edition of the
16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
------
Florida Building Code, and to verify that the product is for the purpose Intended
20-176. Maximum Anchor Spacing shall be.as Indicated on sheets 8, 9, 10, 11,
I
14, 15,
STATE OF
at least equivalent to that required by the Coda
17, 18, 19, 20 26 and 26 of 26, of Prod uct Evaluation Document (P.E.D.),
drawing No. 20,176,
This Product Evaluation Report shall be subject to review and revision In case of
N4
a Building Code change that may affect its limitations and conditions
5—INSTALLATION,
HIIIII00
Installation shall be performed strictly in accordance With details indicated on
2. E'liRIDENCE SUBMITTED.
sheets 3 thru 7, 10 thru 20, 23,24 and 26 of26. of Product Evaluation Document
VVAML
D;� TILTECO. AbMPN RECORDS P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 20 GAGE
2.1. PRODUCT EVALU .71ON-DOG
(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
GALVANIZED STEEL STORM PANELk DRW3 III MI 76 % REPORT If 200728.01
,___UMEKTW_
Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU',
indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
sheets I thru 26 of 26 prepared byTilleco, Inc.; signed and sealed by Walter A.
(P.E.D.), drawing No. 20AT6.
Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part R
Evaluation Report.
..........
EN,9,'
k 441i7
"4167
STATE OF
r
s�,
6355 N.W. 36th Strea, Mte 305, Miuni, Flar ida 33166 - Pbone: (305) 871-1530 -
GIENERAL
&3) IN CAM THAT PRECAST STONE OR PRECAST CONCRETE PANELS. STV= OR WOOD 80AM BE FOUND ON nit
0" RE Ifn am
MMATON
EXISTING WM.L. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS.
1. STORM PANEL 5HOVrM"0NTAS1P4RWX9T OMMMt (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN
ANCHORAGE SHAU BE AS MENTIONED IN 9.1) AM IN
ACCORDANCE WITH THE 2020 t7M EDITION) OF THE FLORIDA BUILDING CODE
(C)
DESIGN WIND LOADS SPIALL BE DETERMINED AS PER SECT" 1620 OF THE ABOVE MENTMNO CODE,
FOR A CEO SPEED AS THE JURISDICTION WHERE THESE SHUTTM WILL BE IWAULM An
1/4-OPTAPCON P�4ROFtS.�ASnVANOUFAgMgl^l�D-�12,��'W'I IFURM, INt
14-10 PANELMATE FEMALE 0 Mo PAINELMATE PLUS ANCHM. AS MANUFACTURED BY ELOO CONSTRUCT" PRCIDUCTEL
CTIONALM F=EFF
FOR A 0,06' USING ASICE 7-16 AND SNA14 HOT 9=0 THE MAXIMUM (&SO.)
1� 4'# L44 SCREWS PER N.C.S.
DESIGN RESSURE RATINGS INDICATED ON SHEET 7 THRU 12. 14, 15, 1% 19 A 20,
5/8' WOOD BUSH040, AS DISTRIBUTED BY ALL POINT SCREW. SOLT A SPECIALTY CO,
IN ORMR TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED PER ASM 7-to
SHALL BE FIRST REDUCED TO AAM DESIGN WIND LOAD$ BY MULTIPLYING THEM BY OB IN ORM TO
C-1) MINIMUM "WED POCTRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS
COMPARE THESE W/ MAXL (A.ST)) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 111, 10 & 20.
AND PANELMALE FfAIALE ID�
IN ORDER TO VERIFY THAT ANCHORS ON THIS PEO AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
C.2) NW==E1j=41=OF LAG SCREW. IWO THE WOOD FRAME UNIT SMALL BE 1 1/2�. NO THREADED
BE CONSIDERED AS PART OF THE REQUIRIED 7IMENOW PENCITLAPON,
STRM FOR "D LOADS WAS AM USED 04 THEIR_ANALYSIS� FASTENERS SPACAqG To Wow HAS SEEN DETERMINED IN
ACCORDANCE WITH NO,& M&
C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING
STORM PANELS AMILIACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED K ACCORDANCE WITH SECTION 1626 OF
THE ABOVE MENTIONED CODE AS PER HURRICANE EN41NEERING & TESTING INC. REPORTS S6-50. 9&-570 111 96-T30 AND
C�4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 310`� 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
FENESIPATION TESTING LAS. W REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
SHOULD STUCCID DUST. AND I' MINIMUM FOR WALLS WITH NO STLICCC.
AS WELL AS AMMCAN TEST LAB OF SOUTH FLORIDA REPORT 102,51.01-09. AS PER TAS 201, JAS 202 AND
TAS 203 STANDARDS.
C3) IN CASE THAT PRECAST STOW OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE OWING
2� ALL ALUWNU%I EXTRUSIONS TO BE SM-To ALLOY AND TEMPER. (LMM OTHERWISE NOTED). SEE SNEEr 2.
WALL AMOORS SHALL BE LONG 04OLM TO MACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
ANCHORAGE 94AU BE AS MUHTIONED IN CA). C.2) & CA)
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAM HAVE 3105-H14 ALLOY,
(0) ANCHORS SHIALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOA*S MANUFACTURER.
4. ALL STEEL SHM METAL PAWLS 94ALL RAVE STRUCTURAL DUALITY SFCEI_ AMU A-653 GRADE 50 MINIMUM, 0-60
GALVANIZED STEEL DESKINKTION W/FY- S&S W (AFTER ROLLO).
8- PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN Om SECTION 3 THROUGH 10 (SwErs 4
THROLMH 6) EXCEPT THAT WADERS Q & Q SHALL NOT BE USED
5- ALL SCRM TO BE STAMM STEM 304 Oft 316 AM SERIES OR CORROSION RESISTANT COATED CARBON Slu AS PER
ON 50010 W/ 50 AN YIELD STRENGTH AND 90 W TENSILE STRENGTH dr SHALL COMPLY W/ FLORIDA BUILDING
9 If SMALL BE THE REWONSIBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S7&X7URE WHERE SHUM 15 TO BE
SECTION 2411.3.3-4.
ATTACHED TO INSURIE PROPER ANCHORAOF_ THIS SHUTTER SHALL ONLY BE ATTACHED TO MCRM St=X OR WOOD FRAME
BUILDINGS.
5. BOLTS TO 13E ASTIA A-307 GALVANIZED STEEL OR AISI 304 SERIES STAMM STIM, WITH 36 W MINIMUM YEW
STRENGTH.
10- EACH REGULAR STM PANEL WITH U5NGTHS GYM W-0 THROUGH 12'-4*, AS PER SECTIONS IT, & 9 a 10 AND ALTERNATIVES BW,
9W & IOW & 12 RESPECTIVELY, SIALL HAVE A tZAKE *0 READILY VISIBLE MARONG WMUCW OWNER OR
7. ANCHORS TO WALL SHALL BE 05 FOLLOM
a0%3LS6
TEHIANT TO , E WITH APPLICABLE DURING POWDS OF HURRICANE WAANNIG�
(A) T"N9W.TZdU?
1/4'0 TAM" ANCHM AS MANUFACTUNEO By I.T.W. SUILDEX. INC. OF,,, f1_3tS2
11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIM
TIC BUILDING 10 PREVENT WING/RAW INTRUSION.
/4w a x 7/W CALK -IN ANCHORS. AS MANUFACTURED BY DEWAT INC� (". ro-3000, p�al)
/4"11 . Ve SOW-%T ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
12. STORM PANEL IMALLAUM SHALL COMPLY WITH SpEtS INDICATED IN THIS DRWNG PLUS ANY BUILDING AND ZONING REGULATIONS
(hift f'..3000
PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
- #14-10 PANELMATE FIDI 0 & PAHELMATE PLUS ANCHORS� AS MWUFACTURED BY am CONSTRUCTION PRODUCT&
CMIN. #*C-3350 P�i)
13, (a) THIS PRODUCT VAIMATION DOCUMENT (P.E.M) PREPARED BY THIS ENGINEER IS 006-MC AND DOES NOT Pf*MDE INFORMATION
- 11CP CF TAP -GRIP ANCHORS. AS MANUFACTURED 13Y TRU-IFAST CORPORATION (f.-MOO p,.1)
FOR A SITE SPECIFIC PROEM, La. WHERE THE SITE CONDITIONS DOME FROM THE P.F-D.
A 1) MINIMUM DABOMENT OF TAPCON AN04M INTO POURED CONCRETE SHALL BE 1 3/4' 2- FOR PMELMATE FEMALE
(b) CONTRACTOR -TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUVAS LIFE SAFETY OF THIS PROD=
BASED ON IRS PE.M PROVIDED "HE GOES NOT DEVIATE FROM THE CONDMOM MIALED ON THIS DOCUMENT.
0 AND PAMENALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHM.
CONSTRUCTION SAFETY AT SITE IS THE CONtRACTOI RESPONSBUITY.
A-2) CALX-1N & SDUD-SET ANCWRS %LALL BE EMBEDDED 7/s- INTO THE POURED CONCRETE No EMBEDMENT INTO
THIS PRODUCT EVALUATION DOCUMENT WIU. BE CONSIDERED INVALID IF MODIFIED.
STUCCO SHALL BE PERMITTED, 1/4" 10-20 SCREWS USED 94AU BE 1 1/2* LONG MINIMUM SHOULD SrUODO EXIST,
NO I* MINIMUM FOR IIALLS WITH NO STUCCO. AND WAY BE HEADED SUREWS OR ALL THREAM SCREWS W/O WAD.
(d) SITE SPECIFIC PROIECTS SHAU BE PREPARED BY A FLORIDA REGISTERED DIGINEM OR AROMCT WH� WILL BECOME M
BUT WITH WING N=.
ENGINEER OF RECORD (FO�_= PROACT APO WHO WILL BE RESPONSIBLE FOR THE
PROM USE OF THE PI-D. RECORD.
A-3) IN CAM THAT PRECAST STOML PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
Or ACTING AS A CELECATED ENGINEER TO THE
PZO� ENGINEER, SHIAU, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
EXISTING WALL OR FLOOR. ANCHORS SMALL BE LUC DOM TO REACH THE MAIN STRUCTURE BEHIND SUCH
PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2).
(a) THIS PS 0 4' KAR THE WE AND ORCIKAI. SM AND SIONATUFIE OF THE PROFESSIONAL
DORM OPIMMORG IMT PREPARED IT.
(B) TO EXISTING CONCRETE
1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BUILDEX, INC.
1/4* 0 9 7/3' CALK-N ANCHORS, AS MANUFACTURED BY DIDNALT INC� (MIN, F1500
14 SHUTTER MANUFACTUREWS LAM SHALL BE LOCATED ON A READILY IASFSLE LOCATION AT STORIA
PANEL SHUITTER IN ACCORDANCE WTTH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LAISM
p."�)
I X
/4'd 3le SOUD-SET ANCHORS. AS DISTRIBUTED, BY ALL PONT SCREW. SOLT & SPECALTY Co.
SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTOR 17051.91 OF 'ME
FLORIDA BUILDING COCF_
I.
(MIN ' _tENDO P-L)
#14-10 PANtLMA7E FTMALC 0 AND PANELMA-TE PLUS ANCHORS. AS MMWACPJM BY ELOO CONSTFUCtION!
5i;��*-a T"AL ONLY BE USED TO
If
PRODUCTS (MIN� t'a-2071 p�..I.) I'MI4011 IN THE STATE OF FLORIDA
1/4* 0 CF TAP -GRIP ANCHOOS, AS MANUFACTURED BY TRU-FAST CORPORATION ��Vk
A. Ttq%
COA0.1) MINIMUM EMBEDMENT OF TAPOOW ANCHORS, ELCO PANELMATES AND CF tAP-CRP ANCHOR. INTO THE
FLORIDA BUILDIK OWE (High valaefty Ho DO
4�'
MO" UNIT WALL at 1 1/4-� 42aac 1ILTEC01 M 20 GAM GALVAWM SM SMRM PAMEL
NO.
9.2) CA19_4N & SOUD-SET ANCHOSS SHALJ, BE EMBEDDED 7/5- INTO THE CONCRETE BLOCK UNIT. go 4
INTO STUCCO SHAJ.L BE PERMITTED, Ile 0-20 SCREWS USED SHALL BE 1 1/2' LOK MINIMUM SHOIJ
�LML Pwxcrm PRoDucm.
EXIST. MO I' MINIMUM FOR WALLS WITH NO STUCCO. QTA
up-1
1)
INUALLADON DETAILS FOR REGULAR PASELSQ) &
1131-W 16a1Q.11,1139 LUM111166M kMOkOr.1r. MM
COMOREM ANCIAINS
(SEE 501MULE ON ;,v
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---------- -------------
END UP
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END UP W/ HMNED EWE.
(N.T.S)
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ALUMINUIII ANGLE
I I Li ECO
TILLIT TESTING S ENGINEERING COMPANY
�ElfRA. ULLJ� 5_ ry. fil
PRODUCT EVALUATION REPORT
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: Global Protection Product% LLC
4800 S.W..51 Street
Davie. Florida 33314
1. PURPOSE OF EVALUADQN:
This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method 10 of the Florida Department of Business and
ProNsslonal 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 'he
Florida, Building Cocle, 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 SUSMITTED:
Z1, PRO -DUCT EVALUATION DOCUMENT (P.E.
Drawing No. 26-175, 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 0712712G20. This drawing is an integ
mil
Evaluation Report.
—
6355 N.W, 36th Streo, Suite 305, MiamL Florida 33166 - Phofte: (305)
LON! IWIM _411111 141; to) A 9 V*111111V WMIll 19 4 W-V 9, 3 k fA 1-11 t-61 X OJI
Mr
Lee
.0 AWO
NICKEL
a -
WINS NUT
ALTERMATMELY. USE "NO Off W/OUt
MONIX11M WISHER W/ ADDITIONAL
M),
(TOTAL
ED:
ZL t
;E
EDGE
MAIL 2 LHIDAMED TYP.
L AIL A 48S
END STORM PANIEL
304 Som 304 SERIES
I -ss. STUD IINM S.S. sm RIVE�
'S'
70 AN= 0 a
12 -1/ Ir M.
.093r ;7
SEE
2 DOG
. r -
BETAIL
0"Aft. I
_XD,
I M-7
M
CONCRETE AKNOMS
M.37=10 —A)
UXM3/0!- I -A -9—
NEW I' WADE . VARZ 1/9'
141" AUUM' TIUSEOR I
NO P.T. WOOD PLATE SPACM
NEW I* WIDE a VARIES x 1/0*
ALUM. TUBE OR I' x VAMES
.U.JMPLATE SPACER
CK
CONCRUS MICHORS
(SEE SCIMILE ON
SHTETS 8 THROUGH 9)7
CONOVETE wora'aw
REQUIRED 'wa's YAW
WALE 3,
DJUIL FOR WAGERS IMOVIRF11 AT QR
AMU Tmcn WA M ==QJA=D UM
TOO 011, .7w
I
.108 25 00-M 30. SUM
Be
RWETIGI TO
.375' ANOU 12 Ilr 0
F
AILI
1.063, 1343 082
2r
1 .080'
.825* 9J
VACK ANGLE (R 3X *r— TUM 0 nAT PIATED
WITH STUD
K CaM.
af r.
, BE
aaM
3
J
it _J
ME A �LAVI 1.
40
SCALE 3/le-1- wa~
w Iv.
1/4'
MIND 0%At
Svc" S/s.
V= DWAMM VAL
(Sit SCHEDULE ON
it & s)
N OF 5
TOP BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION. CqCrV,,(.P.WQ
I
Z2.MTREPORTS:
Large missile Impact load'losts were performed under SSTD 12-99 standard as
per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8.3, per ASTM E-330. Test reports, prepared by American Testing
Lab of South Florida, Report# 0814.0f�01 dated 03/11102 witnessed by William
R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 25, 2009, signed and Sealed by Edmundo
Largaospecla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 16091.2 of the Florida
'Building Code. Test Report prepared byArnerican Testing Lab of South Florida,
Report No. 11123.01-110� dated November23,2010, signed and sealed by Julio E.
Gonzale7_ P.E.
Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P.E, as per ASTM It-8 and Tensile feet as
per QC: Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
and Sealed by Jerry Jeciofano, P.E. as per ASTIM E-8.
2.3. STRUCTURAL ENGINEERING CALCULATIONS,
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Cak;ulatlons prepared by Tilteco,
Inc -dated 12/18110 and 08/27113 (for this revision), signed and sealed by Walter
A Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:,
Large missile Impact under section 16691.2 of the Florida Building Code, as per
SSTID 12-99 Standard and TAS 201.
4. V
MIND LQADS: RESIS.,TANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11i
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shvtter assembly, as per SSTD 12-99 Standard.
000kItA1011111iff, 't
67
STATE F
R
PRODUCT EYA1,UATX"UQRLWLJLQU= 3
5. INSTALL—AT-10N.
Installation shall be performed stridtly in accordance With details indicated on
sheets 3 thrij 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, 1 a� 14, 1 15� 15 and 18 of 18, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
t.__MAPEMAL_G��� �SECI �CnQ�N-
Shall be strictly in accordance with General Notes and Components indicated on
sheet 1 and 2 of I a, of Product Evaluation Document (P,E.D.), drawing No.
,20-175.
Anchor specif [cations shall be as Indicated on sheet I of 18, of Prod vot
Evaluation Document (P.ED,), 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
on sheet I of 18 of Product Evaluation Document (P.E-D.), drawing No, 20-175
prepared byTilteco, Inc. and signed and sealed by Walter k T11111. Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1020.2 of the Florida Building Code,
7.3. Produclshall only be Installed into poured concrefte, concrete block, and
wood frame structures.
Product Evaluation Report prepared by WalterA. T1111t, Jr., P.E. (Florida License
No. 4067), President of Tifteco, Inc. (Florida CA-0006719Y.
s
7
WATILL
D:I TILTECO ADIVION RECOR CIS k P, E. REPORT.20 % GLUb/AL PA/O%,; ;,RNP S. L AGE
ED§ jtff
(3,0ILVANIZEDSTEFLSTORM PANEL WRWG*2OA75�RFPORT#2M727. _ § *AA
ORID ,', -
........... �IQ010-0'
ONACE �0'
1/4, 2/4, 3/4. 4/4, 5/5. 7/5,
1W/10, 2W/10, 3W/10, 4W/10. 6/5
5w/1O. 6W/1 I & 7W/11
-3: MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHOEIS 8, M"
I FOR WOOD SEE SECTIONS ON SHEETS 10 It I I vm�j
r-T-1 I
6
/ V
IM, i6 ra P,�
UNBOLTED PANELS
(SEE AS 8011 W/ 7/0* X 3/32'
0 EA_ OVERLAP
(SEE SECTIONS AS APPUCA&E)
4 + 6
r MAX: 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, Mot.
IW/10. 2W/10, 3W/10. 4W/10, 6/5"
5W/10. 6W/II & 7W/11
ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 9__
FOR WOOD six SWTIOW ON SHEIEFS 10 & 11
REGULAR STORM PANELS d) & Q ELEVATION
11r Mo.. GAP
(MINL OVERLAP -1 WOKU VALLEY)
AKDAP
M Y,
LiA EN FLORIDA OUILDINO CODE fth 11141�"Hyy HU come Zone)
430211 Tum INC. 20 UM "LVARIM STUL STORM PAKIL rp.
1w 44. DINNIN or.,
SEQIIQN A- **. —
T GLomi. mucnoii nomcis, uc.
ATHE
WT.S� AW M 61 MOST
I Tkc Sm.
TIUUT F9005 I Epq� OOM DIME. III. =14
W_ T_ 20-176
R P�l (95011110-amm,
% 0,41,10"Is -.I — W M.
%4M 06 IILUT &" P4
441
iNsTALLMION 12EIAlLs Egg REGULAR PANELSCD & &A
INTO EXISTING POURED QQtICRETE OR CONCRETE BLOCK USUCTURES
r-W.R&MUCK
mum CONCRETE ARCHDRS REQUIRED ANCHM REQUIRED
_9&1r_ ON
F
SHEET 9) SHEET 6)
C
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ar
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MR 2 OWN &W 0
MIMAP,
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7/8
.1 DDNCRM ANCHORS
L—MST
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L—tm ScHaw ON
SHW 4) L—M—.O%S—. ON
.—WI=E 01,
DIREEr AND WAL
,I M UNTING DIR_= MOUtMNO
SCALE 3/4-l' WALE
ED. - EDGE OWANCE HM WE COURKIINION OF
(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
SHEET 9) COMBINED IN ANY WAY TO SUrr ANY
INSTALLATION.
__ANCHOR& FOR CONCRETE SEE SCHEDULE ON SHEET
FOR WOOD SEE SECTIONS ON SHEET 12
Ww VALLM
—MOKIM MR CONCRETE SEE SCHEDULE ON SHEET 0
FOR WOOD SM SECTIONS ON SHEET 12
REWIAll STORM UUMN
1/4* MAX. GAP
2.67*
Oft OVERILAP -1 WHOLE VAULXY�
-A I - r 11 -7-%�-
1/4� MAX
SECTIO14 A —A (�Ma
SCALE 3/32--1
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SHEET NO.
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� AMCWDft
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SPUT PANELS
r
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-Nov.
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/4'
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/4- -A-1 aluall HAM
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um
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MAXIMUM A.S.D. DESIGN PRESSURE UJING AND CORRESPONDING M"IMUM ANCHOR
SPMING SCHEDULE FOR REGULAR RM PANELS CI) A & INSTALLATIONS
INTO EXISTING CONCRETE &
(VALID ONLY FOR PAMELSO& @01STAIJAXIONS AS PER SECTIONS I THFU 10. ON S14EM 11, 5 & 6)
WM" MMOM NAMN FOR M - 3 I/r -
&SLD. OEM IAPm OF W-OW CALKw 1014UME FEMALE 0 PANEELVATE PKMMS APPLIONILE TO
SECTIM IF a wmm Pmm
PINSIDURE TO ANY commmem Lemorm -r oft')
RATING To 10 To To TO 1
70 CoNcom CONCRETE To COMICAM COMIC11,171C TO CONCRETE omom To CONCRETE Comallm TO Co"Cftn 0011CRER: TO OCINCREM CONCREFE OF 1HEM
am BUICK a" M= a= "M
1. NIA N/A N/A 1. N/A 61 N/A r N/A 1 N/A N/A I ctop)
1. 4- N^ N/A a, r N/A NIA I (BOTTOM)
11. N/A N/A N/A e S* N/A NIA N/A N/A 2 (TOP)
or N/A N/A N/A r N/A S. N/A 1. MIA NIA N/A 2 (BOTTOM)
56z' _1ZO S* N/A N/A N/A 1. N/A N/A 1. N/A N/A 14/A 3 & 4 (TOP) >r-S. TO W-.r
OR LESS 6. 4' R/A N/A a, S* a. 9" N/A N/A 3 (BOTTOM)
M/A N/A N/A 6. N/A N/A 1. N/A N/A N/A 7 (TOP)
N/A N/A 1. 6. 6. 1. MIA N/A 4 & 7 (BOTTOM)
N/A N/A 112 11/2- 01/4- 121/2- 6 1/4- 61/4- 61/4- 61/4- 1 61/4' N/A N/A 5 (TOP/BOTTOM)
+50.0. -53.3 N/A N/A 12 1/2- 5 1/4- 121/2- 61/4- a 1/4- 6 1/4- 6 1/** 61/4- N/A N/A 6 (TOP/BOTTOM) >11i To il'-2*
+55,0. -72.0 N/A N/A 61/4- N/A Sti N/A 6 1/4' 6 1/4- 6 1/4-_ 6 1/*- NIA N/A 6 (TOP/007TOM) >V--8* TO 11'-2-
N/A N/A N/A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' 6 1/4" a '/4- a. 9. 10 crop)
+43.3. -41LO N/A N/A N/A N/A N/A N/A 1. 1. 6 1/4- 6 1/4-
LIM Ltbl.
Ir 1 4 N/A NIA N/A N/A N/A N/A 6 1/4* 6 1/4
N/A oli
N/A N/A N/A N/A N/A N/A N/A
SEE SHWIS 10. 11 AND 12 FOR A404M TnPE A WACHS nAt OVALLALYM INTO wow FRANC BVLDM
MWMUM MOM SPACOM AND MNAN WOE DISIAN" ARE SIDICIM ON TNS SCHEDULL FOR Lti� LOS
THAN SWATO ON SCHMULK REM= ANCIDDA SPACW BY MMTPLVIND SPACN3 SHOWN ON SC�NXULE BT
THE FIXILDWINg FACTORL FOR THE OPERATION TO K POSSIBLE RMXM SWI04 ORIMMED USING FACTIM
SHALL NOT BE LESS THAN W"k SPACM INDICATO M EACH ANIC"Oft TYPE AT AM>Cft UAIND,
1/'ve Ile. 11r. I/re 1/4. 1/41.
V~ Or up-em allix-of SR)D-W
5F
3 1 3 1 3 1 3 1 3 31/2
0)
1 31/2
PAWO 3 1 3 1 31/2 1 4 31/2 FLORIDA BUILDING CODE (Wigh Ve4accify Hu canit Zonli
AMk I&A OW MOM IF A V T 0 it 0, 4167 ALTIM PC. Fp_
20 GAGE GALVANIZED STEEL STORM PANEL mm MI.
IS U/n/un
GLOBAL PROTECTION PRODUCT% I.I.C. Alm
2 1
I ILIECO,NCI
r 4= 51 sow
lip
fm 330114
3 'Ir 20-176
1 Atz %n.I.
-I- Me OR -Am felt
F079 'SHW I OF 29
67
FLLED III
Yr
4 v
S%"i
Rom DETAIL 2
MUWON M34ED=
INSTALLATIOhl DEMILS FOR REGULAR PANELSCD & a
INIQ EXISTING WOOD STRUCTURES
7T71�-77 7, T11r 1-1 T
-10 PMO-MATE PLUS A4
114 -to
PLUS /=
0; a Zw/ni THREADED POOMT" TO
DUSYM WOOD HEADER IDUSM VXW HIAM
T_
OUSTIM0. WOW HEADER
x
F
%A
VMS=* I
it 1/0
a 1/. at
WOOD HEADER t
Rmw L
wi RED
SEE 2000ULE ON SIX SCHEDULE as
SHEIT &
smw a FOR me, SBVPXM 7F:
FOR M.
To GLAS&
M- PANEL LENGTH M PANEL LENGTH U- PANEL LENM
(Ii NOTE 1) (SEE NOTE 1) (SEE Nom 1)
A
sox
501 OF V
OF "L" OF 'V
M!0" -.0
w
mrovjr f lyq 7
WOW. .3w mown* I
0 it 112^ O.C. cm
a.
L_ it
r14' WOOD PM i p t 2
PENETRATION AT
.0
MVNM" OF PLATE
7"RDM PENETRATION a
SCREW5
MID WVM OF PLATE STAOCERED 9/
1'"2 WIN.
Ix TON
DIRECT
AT MOWIM OF PLATE
ALTERNAM- BW DiKa mmw Ift MOUi INSTALLATION DIRECT MOUNT NG INSTALLATION
SCALE 318.1- 1 ALT®RW 91mm
SCALE 3/8-1- SCALE 3Aw*
NOTES
1. INSTALLATIONS FOR ALTERNATIVES OW, 9W IOW ONLY VAUD FOR I Iloilo
BUILDINGS WITH XS.D. DESIGN LOADS 11 +43.8, -48.0 pm,f. AND
PANECS LENGTH UP TO 12�-4'
L FOR NEW WOOD FRAME CONSTRUCnOW WOW MEMBERS TO Of SOUTHERN %
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDINO OODE (fth Vei Ii one Zone)
4 f.p.
20 GAGE GALVANIZED STEEL STORM PANEL a"" ft.
TOP & II;OFFOM MOUNTINGS CAN BE S GLOBAL PROTECTION
COMBINED IN ANY WAY TO SUIT ANY K_iz IL ECO one. PRWUCTS, U.C.
INSTALLATION. 41100 SIC, 51 SUMM
I'LLIT er INKUHUDIH19 DRAL 111 =14
(04)M-?U& IM (144)M-SM 20-176
swu H, , 25
wow A. TILUT VIAL
Ram& ui 4 '7
"Hum, a A 9)
> �V-6- To 5�11` 2'. IV. I/w
Move;
V-41, TO 1151
"Hum, a A 9)
> �V-6- To 5�11` 2'. IV. I/w
Move;
V-41, TO 1151
mum 6 ti, VISIT.
Ir-10' TO 51-o' r. I/e
SPAS V
UP Mon", Ii %T.K.Nf ""'SURI RAIMG
SECTION 1
SCALE 3/8-1-
NOTE, MULANDIN CAN OWM10
V&PANELS ON 70P
BOTMM St%,SE
IT IS AT
OR 90770M OF OPERM.
(ONE PAIa OMM W1 TUBE TOP a WTTOW
T_\ i, I a, OFF
`lIet* -
BUILD -low MOWMNG
INSTALLATION - ALTMi I
SCALE, 1/4' - 1'
WALL III
RMALLATION - ALTEPM&ThM 2W
SCALE Ii - 11-
1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
UP TO +55.5. -72.0 p.s.f. AND PANECS LENGTH UP TO 8'-S",
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC Dli OF 0,55 OR EQUAL.
TOP & BOTTOM MOUNTNGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
CONCRM ANCHORS
(Sa SCHIMULE ON--,\
SW 14)
(SEE On.
WALL MOUNTING
RMALLATIO14 - hjMMM
SCALE. 1/r - I*
�-SEE ScHumum
MR U%j" j
TO am
EVIRY A
lIr o'Q
No,,.
In 2
(Sm Deli A.
colicAm mfoats _/
ISM SCHEDUIA ON 'm , , >
WW 14) Pomb, CONCRETE
mmwn
Di
ow 14)
WALL MOUbMNG IH3j&=1ON1 !MLL 0 FLOOR MOUNDIS INUALLATION
SEMON I SCALE�� 3/8- - I- - SEC= SCAUi 3/6*
NOTES ON URE W= SMM PANEL SYSTEM HIMAMUL;
Y, UFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
OR AS AM INTERIOR PX�L LOCATION IN BETWEEN voDRTNELs).P
,�=FANEL
LIFE SAFETY PANELS NOT BE INSTALLED ADJACENT TO CILAR AMELS
(W/ OR W/O REMILAR TRACKS)
2. LIFE PANEL CONSISTS OF" 0.039' GALVANIZED STEEL STORM PANEL AS
PER C:OR4 SHEET 2 OF DRAWING.
A3EMT,
THIS ITSW TO BE ROA0WD OR INSTALLED FROM THE INSIDE OF
STRUCTURE
I LIFE SAFETY PAIU REQUIRES TOP TRACK TO BE COMPONENT (DIII, BOTTOM TRACK TO
00i
N. Tit
THIS DRAWi
4 . ........
IiA
k1F
YAS
M MDIT
!SOM�PON OR FLOOR MOUNTED FOLLOWING SECTIONS I
AS I & 2 ON SHEET 14.
E 1114
4. 1A,,. LENGTH FORAr" 6 S.-
14- ANCHOR S NG FrCSIONIENTII)ANCHORACE AT BOTTOM m IWL. LIN
SCl9i I It Z SHEET 14.
COMPONEW4DWAY BE PERMANENT OR REMOMUE.
S. SEE DETAILS FOR 11,19AULATION INTO WOOD FRANCE BU1,1311i ON SHEET 15.
S. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTAUATMN OF
di,
SPACERS AT `TRi INSTALLED A[IMCENT AND BMW TO STUCCQ/WOOO 1101i
V4141 unit
ANDOM aft SCHICULE
ow a &I) -
ingearmanni SOON
FLORIDA
-1 IF
CEILING A nWR 114011UNTING WALL & FLOOR MOUNTING
IbIZALUMN - ALTERIMAME AW INSULLAWO - ALTIERHATIVE
(SECTION AT TOP is umrrED To +w-i-erz mi WAV 1/4- 1-
A.S.D. DESIGN PRESSURE RATING)
WAL- 1/4- 1-
F=R MOUNTING
INSTALLATION =-NMM-40
SCALE 1/4' - 1*
L-WA 2/4. 24/4, 3/4 oR 4/4
L-W1. 2: & 14W/15 Lpil-1, IW/115
ALTE.I. LOCATION
ON LVE SATETY PANEL i
AM Wi LIFE SAM PANELS
LOCAT)i LIFE Sol NOTE IBELOW)
L.. FWJ2" PANELS W1 OR
SAFETY PANEL
W/O RED" TRACKS
I
= LAST PANEL F TOPOE: "ALLM ALIALIL
In SmIm
QPTIQN #1 FOR LJEE S6EETY
OMM Al
STQRM ALWAYS: 0
P_TE
�g
PANEL (1) A (JA
ELEVATION
To .
Of STIDJCTURE.
SCALE 3/32'.1*
CAP
all,
_A
SEE tom I)
SECTION 8-1
SCALE 3/32--1-
Hurrfcone
MAXIMUM
A.S.D. DESIGN
MAXIMUM
PRESSURE HaNG (p.a.f.) AND CORRESPONDING
PANEL L09M 'i SCHEDULE
C*M ONLY FOR
&0 OWAIATOS 13 PER SECTIONS I THRU 10. ON SKM 4. It & 6)
rj?
TO CLASS am
DIi .
&M
Im
.55A -72A 'r-V
OR LESS 21/4' umomm
I THRU 5 a 7
.S!kA _7" "1-51 TO li M� 2 3/4' UNINDLIED
I THRU Is a 7
+35A -72.0 vi To si�r w- a Ilr oftPO&Ww"
a
.4-411 -44.0 vz'�' OR Lm 31/2.
9 * to
MAXIMUM AAA
Si W/ t/4'0-li SS 0 OVW AT Q~ At SIMENCIN OF AIINDL
RE UJI (gsJ.) AND CORRESPONDING
MAXIMUM
ARMOR
WAMNIG
MEWLE FOR REGULAR MRM WELS (1) & & INSTAUMICINS
ISM EXISTING CONCRM & COMEFE BLOCK STRUCTURES
Wo ONLY FOR Pmas(D& @muumm As m scurims I Tom 7, ON stims 4 & 5)
UkUW AA .
MAUM AmcHo" VAC" m ED, - 3 11 -
-mm
CESON TAPM
a vu-mp
CNUK� PmNdUxmlm a ;708mn
PRESSURE 10
TO comomirm mc=gm
TO commm ow"m
to To
To WCRM Coemom in wwwm cowcom To COMICAM
warm v QL)
OF IM
ww '." w
BUICK
SL= Su=
BLOCK
N/A
N/A N/A
N/A
RA
I (Toi
S'
"/A NIA
9* r
r
1 Sarrow)
Ir MIA
N/A N/A
to. MIA N/A
N/A
2 (W)
i N/A
NIA li N/A w
2 Doorraw
+SILS� -72.0 1* X/A
i MIA
w W/A Ar
MIA
3 a 4 (Tal OR LOS
OR
A M/A
W WA K/A
6,
S. 6 r
6'
3 (Sorrom)
--;;7A
R/A N/A
Ir NiA or N/A
S' 1.
MIA N/A
�121/r
w Ir or
N/A 'VIA
a Ile
12 1/2' a I/r it
six nwm 10 a it FOR im 0 0
MMUM AMC�ft VACM mmxa=MOA4=0: lmrwm MR LIX Lms
THAN NOWIM ON SOMILIC RIDUCE APICHOR SYZM on MILIJIFLY104 VA04 SNIN&I ON SM40MULE In
W FOLL� FMDRMIS FOR THIS OPIRAM TO SE POWAL AM= VACM OOMO HONG FACTOR
Nor W UMS 11,1001 MkA" MOM 610"TO MR IACR ANCHOR IRK AT AMMA" UAID0.
ofew Tot
Ile. Ile.
"VAMM
�1/4�.t �1/4..
3 3
3 3
13
2'/2 j
3 31/2
FLORIDA BUILDING CODE (RIO Veloclify
can* Zoroej
J'/z
No. 4167 1
wm
1101m NIL
Mft LL fm mmm Nam
20 GAGE GALVANIZED STEEL STORM PAN1i
Dam ST,
2
OF
GLOBAL PROTECTION PRODUM U.C.
4M S.W. 3 SMW
0
fwD"[_. (N4)M-75W M-
HIM. 471-1614
20-176
C4-mwlo
T"A
It XIT *_ PX1
MM A OF U
INSTALLATION DETAILS FOR REQULM PANELSCl) & B
INTO EXISTING WOOD STRUCTURES
t/4'0 LM; 90111301, 9 e
4
E0
ED 7-
ED EO[
ALTERHATNE JW ALTERNATTIM 2W
SCALE 3/li SCALE :5/8.1-
SCHIDXU ON SHM a
foe All. suvmrA"
1%
E
ED IL
EQ
ED
Z"7-* I'Lm
WOOD "LX"L
ALTERNATIVE 3W ALTERNATIVE
SCALE 3/0-1- SCALE 3/15.1-
GONE! MMFI
HM_ - - I W-1 - I LImmus
z S44TITER TRUCKS SHOWN FOR CL41MY
. 5X LOW BRAM INISHING
-204' S.S. V.S. 0 6 1/4" D.C.
L LINGTHS UP 10 5, -W AND 6
FOR LBOM UP TO w-lor is-
10 PAINUMITT FEM" 10 ON
, FILUS 11 12 112' M , WITH I
to
MRECT Bu!__
JLLATION
Afflullf'"RENLA&M UW
SCALE 318-1.
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESION LOADIS
UP To +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-13".
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SLqT ANY
INSTALLATION.
I
CODE
� A.SA CF TAP-" PANDUATE FSWUE IS APPLKASLE
DESCH SmTmm IT & MAXIMUM
PRESSIM TO to TO
"I'm TO CONCRM TO To commNam LDISTH V (m)
"We"N'T" 4111111 OF Tift
INIM f-1.1 COMORM SLOCK CONCRETE KM at= Stio
A N/A N/A Ir N/A S' A � 11- N/A 1 & 2 (TOP)
+55.0, -72,0 1. 9. 9 1. 1 (Wmw) V-O* OR LESS
+5$.Q -72.0 NA N/A 1/1 1. N/A v N/A 6. N/A I & 2 1 TO 71-r
5* 1. S. 9* 7 1/2' a' 9. 1. 1. 1 (BOTTOM)
+55.0 -72,0 N/A N/A N/A 0' N/A a" FT 6' N/A I a 2 (TOP)
I , - H_ _Ir TO li
aia Ali
i
STUD3 0 EVU
OVERLI
wzO'C
FANt
5/0' wl loksc 1)
3- W. (CASE 0)
JoMSAWo &EIL WIMW$WV.FYAMIWOF&VM CAMOMW*rktk"MWWMCM ME TO 11 PANEL
OEM TAPCON i IN kNif CO TIOP LENGTH V
PRISSURE
Or THEM
_mmik.i
+49,2 -614
4 1 2 (BOTTOM) r-e" OR LESS
+52,8 -0.0
3' 41 2 (BOTTOM) 7--a- OR
4' LESS
+55.0 -72.0 2 1/2-
2 1/2- 4' 3 I/r 2 (BOTTOM) r-111- OR LESS
t5S.O _7ZO 2 1/2- 2 1/2- N/A N/A 2 (BOTTOIA) >7'-S- TO 80:
1+55.0 -72,01 N/A N/A 1 31 3- 1 2 (BOTTOM) p7'-O" TO W-S'
ALTERNATE
tOCATiON
AT END PAWL
0
I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
-"'. I . 'CA L.,
M.. ANCHOR
3
DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
SCALE. 3/16' 1*
MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
MAXIMUM PANEL LENGTH "i SCIJEDULE
ji ONLY TO SECTIONS I A 2 INNICATED
STI
(I
TO
ASIA
pf4eskm 1
'WI I . .. I
10 PAU
r-r 2 me
SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
momim 11'Ve I Ile. I t/4. 11 1/4,
W�W' a I =mT "i � I
w mcm SWVM 0') 3 3 3 3 21/2
1i 01 3 1 3 1 3 3 3
1 3 1 31/2 3 'jo,
-1i
a)
-00 (3) -4-0
> 0
0 =3
_0
a)
a) c)_ ci 2
= M -0 Q- .
a) a)
CIO
a)
c: 2 a)
0 5_ 3:
c: c: LL_ -
cu 0 "_ cu
0 >
Ln 0 E 0
Ii
cn a) 0_
- cn "o cu
c cu C _+_j
-0 . cn
z
z
w
mi
cl-j I I
c%j
Q)
9)"'1
>
0 C)
CL CV
arn x
m LL a-
'Doo...
c: N _c
im p im
c:
0
2 2
U)
0 <
W
<
INSTALLATION DETAU FOR OPTION If I EQR UEE Si STORM PANEL SYSIEM
INTO EXISTING WOOD $TRUCIURES
10 Sw
cn
7'
c
EO�
4D
cu
>
0
STO 0 12 Mar_
ALIERNATIVE I
I'v"',
0.
SCHEDULE
_m 9`w 14
MR". -,(D
Sm4A§Tm
EO EO
ED I
fa DO
REQU=
cu
8 cw, ALIERNATIVE ALTERNATIVE 4 0
IS 0 r or_ W/ I lIr C/)
Llft�Rx= OR
0 ca
i/,r�20 PngUVX JIMME 0 OR E WOOD FRAME CONDITION$ & ANCHOR LOCATION
;= PLUS a r DIM w/ I lZor, swm ve - I,
PLATE PORTIMMON TO EXISTING "M : SHUTTER T1b%M HOT S"XIM M CLAN" co
WALL MOUNTING INSIALLA110 oo# ,Iloolo#M
T
ALIERNATIVE I Lu
$ME- 3/8' 1- m
7 FLORIDA BUILDING CODE (Wgh Volloctly Hu oclout Zone)
em TILTS00. W_ rp.
0: 20 CAM GALVANIZED STEEL STORM PANEL ORION W.
1� INSTALLATICNILL ARE 07/^am
'MY Lacs UP To
pl=FDR SUILDINKIS WITH A.S.D, DESNIN 111LIEC0,1111111- GLOBAL PROTECTION
U30M UP TO al-oli
+351, -no Plot PROUCTS, U.C. ClIt.
wm To RE 1 40410 5,11, 51 S"W z
z I" "T W ft MR sourt4i
0A5,0111 EQUAL. tw)= 3m.
Hill 110 4 W)MM-M,
pm N. 2,T/ WOMOF 0000 20-176 <
P1. CA-Wwig Camm �- _j
Ste" 13,w
SHEET NO.
SH 1.1
=am
vm Nouri f1fQ;Jm W.
Sm Vt) TL= MULUO14 -
2" . a* . 1/8"
. 5X LOW BRAM INISHING
-204' S.S. V.S. 0 6 1/4" D.C.
L LINGTHS UP 10 5, -W AND 6
FOR LBOM UP TO w-lor is-
10 PAINUMITT FEM" 10 ON
, FILUS 11 12 112' M , WITH I
to
MRECT Bu!__
JLLATION
Afflullf'"RENLA&M UW
SCALE 318-1.
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESION LOADIS
UP To +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-13".
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SLqT ANY
INSTALLATION.
I
CODE
� A.SA CF TAP-" PANDUATE FSWUE IS APPLKASLE
DESCH SmTmm IT & MAXIMUM
PRESSIM TO to TO
"I'm TO CONCRM TO To commNam LDISTH V (m)
"We"N'T" 4111111 OF Tift
INIM f-1.1 COMORM SLOCK CONCRETE KM at= Stio
A N/A N/A Ir N/A S' A � 11- N/A 1 & 2 (TOP)
+55.0, -72,0 1. 9. 9 1. 1 (Wmw) V-O* OR LESS
+5$.Q -72.0 NA N/A 1/1 1. N/A v N/A 6. N/A I & 2 1 TO 71-r
5* 1. S. 9* 7 1/2' a' 9. 1. 1. 1 (BOTTOM)
+55.0 -72,0 N/A N/A N/A 0' N/A a" FT 6' N/A I a 2 (TOP)
I , - H_ _Ir TO li
aia Ali
i
STUD3 0 EVU
OVERLI
wzO'C
FANt
5/0' wl loksc 1)
3- W. (CASE 0)
JoMSAWo &EIL WIMW$WV.FYAMIWOF&VM CAMOMW*rktk"MWWMCM ME TO 11 PANEL
OEM TAPCON i IN kNif CO TIOP LENGTH V
PRISSURE
Or THEM
_mmik.i
+49,2 -614
4 1 2 (BOTTOM) r-e" OR LESS
+52,8 -0.0
3' 41 2 (BOTTOM) 7--a- OR
4' LESS
+55.0 -72.0 2 1/2-
2 1/2- 4' 3 I/r 2 (BOTTOM) r-111- OR LESS
t5S.O _7ZO 2 1/2- 2 1/2- N/A N/A 2 (BOTTOIA) >7'-S- TO 80:
1+55.0 -72,01 N/A N/A 1 31 3- 1 2 (BOTTOM) p7'-O" TO W-S'
ALTERNATE
tOCATiON
AT END PAWL
0
I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
-"'. I . 'CA L.,
M.. ANCHOR
3
DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
SCALE. 3/16' 1*
MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
MAXIMUM PANEL LENGTH "i SCIJEDULE
ji ONLY TO SECTIONS I A 2 INNICATED
STI
(I
TO
ASIA
pf4eskm 1
'WI I . .. I
10 PAU
r-r 2 me
SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
momim 11'Ve I Ile. I t/4. 11 1/4,
W�W' a I =mT "i � I
w mcm SWVM 0') 3 3 3 3 21/2
1i 01 3 1 3 1 3 3 3
1 3 1 31/2 3 'jo,
-1i
a)
-00 (3) -4-0
> 0
0 =3
_0
a)
a) c)_ ci 2
= M -0 Q- .
a) a)
CIO
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c: 2 a)
0 5_ 3:
c: c: LL_ -
cu 0 "_ cu
0 >
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- cn "o cu
c cu C _+_j
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z
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cl-j I I
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0j ! m ; 71 z 19 a 14 ew 11 w , -,
MAXIMUM A.S.D.
DESIGN "ESSURE
Max. PANEL LENGTH
L (ft.)
MINIMUM SEPAPAMON
PANEL
RATING (D.s.f)
(SEE SECRONS)
TO GLASS
COMMON
+55.0. -72.0
2 3/4"
UNBOLTED
INSTALWIM
DETAILS
MR 1QN #2 r-QR uff��
INIQ JOSENQ M90-9=VRES
mgm BNE-Umm
1 4-0 TAPCDM mm
P ZONED
AT
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ANN. TIW-A=
IION At wow
z upoom 0 Ir 04.
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(SEE: Nam I BELOW)
CLASS v atom
PANEL IXNM
1 "Am LENGTH
Ham I BELOW) m`YWC
(sm Warm I W-M) PANEL LENGTH
(SEE NOTE
soaval
ON SHOT 16)
1
t^"�20.
I's M4. w
GLASS-
5 1/4:10-
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OF
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WING NOT 7 NUT
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or Ftm
OF PLATE
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or -jN;aOD
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WALL MOUNTING 1wa"m
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SCALE 3'w.1.
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111011
FLORIDA BUILDING CODE Vel!n NU ne Zorm)
I, RMAMIPONS AM ONLY VAUD FOR WILDOM WITH ASb�
UP TO +55.6, -72.0 PST AND PANU'S LENGTH UP 10 er-r.
DESIGN LOADS
W-
_h
2D CAM GALVANIZED SM STORM PAWL rp,
2- MR NEW WOOD TRAM: *ONSTRUMOW, "m MEMBERS TO at SOUTHERN
PW NO 2. Al SPECIFIC DENSITY OF 0,65 OR EDUAL
OLOBAL PRMCTM PRDOM LLC.
/7WE \
WL
C Omc 4101 LA. 51 STREET --
41,
POW- 20-178
to
Now WI
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ar"
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L
PANELS END UP
M,
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ROUNDED CONNER 0 ENOS OF PANWS
END UP W/ HEMMED ma.
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(till)
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at LESS 1w No" S`VGMG*AA`qo
ON " Awm Tft ON Two Sam"
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11 Z61 V RkI # 161 mbl:*f 31 A-1 9 1111 ZWi k 111] a FJVA I i ISM 1-4 JA U-41W JXTA;1;.R14-%M- 71
I, INSTALLATIONS ARE ONLY WAM FOR OLKIMM WITHI AaO. OEM LOa0S
UP TO +56D. -72.0 PSF AND PANWS L040H UP TO W-e,
I MR NEIN WOOD FRANC CONSTRUCTIOM WOW MEMBERS 70 BE SOUTHM
PINE No. 2. W/ Snom DENSITY of ODS OR EQUAL
X124 malml
0 (Plo/ an W/o (E) - 0
tjjb� N/2t40,12 fm (SEE WIT; 2
60 i -L'
40
4
VD;m3 4-Ow/oRwom-0 LAW Pma
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RQN I MRS INSIDE OF SnIUCTURE.
E-z HAKQ SOM eAm" MUM F CUM 1; Mrs W w
1/4* W.. aw
NOTES,
0). E - 2 KANO STORM PAM Swu COW, M'Of PANEL +
Coot TRACKS TOP B, BOTTOM,
W (rPZ& "a ALWAYS BE (rW�TO&MIM IRA" OTHERWEE A STOP BW
PROVIDED AT TOP AN
CONSIST OF
(4)� 04 CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 04.'A " BAR,
IS ONLY USED AT TOP AT LEAST ING PANELS SMALL BE CONNECTED 10 BOTTOM TRACK
91ILUMS b
UrTtt ON UWE (3) AM IN SUCH CAS& CONIGIMN OF PAAIOLS
MAY OCCUR AT ANY LOCATION.
(a)� SEE SECTION 1% V & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25,
I
I
TAPCON ANCHORS,
O.C.
0 4 1/�2 O.C,
I
w/
WASHER
"m a sm."o
rfFICAL 'a REAR
E=Z HIM MRIM PAWL SyslTjru
Bus 313r - I,
-Art- - - 1/4' VA. W.Ir-
V
Kara vw - 11
(1). DEFINIBON AE SEMES J= F - 2 MA14 StORM PANEL SYSTEM CONSISTING, PANEL 4
(P TIAOI. T T
BOTTOM W/ =IW,�WTE PLUS OR is LONG
(2) END PANIMS SKNU. ALWAYS BE MMC
.p " , WALL BY MEANS OF
PANE"AM IF 9 AT BOTTOM. END PANELS
Swu SE 9ALUSTmor S. Iv
WING, Nul 3 191M INTO TAP MAS
DESCRIBE
(4 S* LONG
(p AT
STOP BAR
(4). PANELS ARE DIRECTLY
ONE INTERIOR PANEL
BOTTOM MRICK TO WALL
DEMON[ AND W 3 -
USED , W44v gg
SMA 6� VALUED
MEW
40 X �L'
IN QN MAU EQR OEM A2 EQ AkIrl Q%f,�VC&A
RMOLEMNIQ EQUIRI BUM SIRWOURES
F -7 ir'.1000N ANOMORS TAPOON ANCRORS
1, D.C. Oz.
POURED CONCAM PC
OR 7MM'"Modt
1 --c4 mwm
fm*
� " \ Eli�
IF -!! 5
A
*v
lit
q 14-1WO PANDMAIEr 14-10`0 'AMELMAX
*0 .' 3'42* WAIT 01/0 3 W* AND Irzm
0 a I/A,* cLQ
WAIARED REQUIRED
WALL MOM ImMuAlm AVON
u
S'w". Be"
ME ITHEET 14 20 MR ANDM IYM a twow
SMILM FOR wm Wool)
RAM" BALDN", so. Now wftft GO
M110"ANCHM $PACOCIT Am MMLM A a 44167 FLOPJDA BUILDING CODE !2!0h Voloaft Ho no Zone)
3112 0= Toem lr� 20 04E GALVANIZED STEEL STORM PANEL
ARM DAMN at'.
OLOUL PROTECTM 07AW"m
OPIUM!" To at Pas&*Lf� REDUM T- DRI
ShVING WAINED UWMT FACTOR =oWr PRODUc7s. UIC. om
--: 11 L 19 C 0
'40 NA
"OVAM 04 INS ak 20-176
Ew'." 4, two mxMa
Pg.
mm. Y" "- MAW am Emm-24=
1. E-Z H#04 MW PANEL 940M ON THIS PROOLIa EVALUATION DOCUMENT (P,9 0) HAS BEEN VERIFIED FOR COMPUOM IN
ACCORDANCE WITH THE 2020 (Ah LOTION) OF THE FLORIDA BUILDING COM
DESIGN WIND LEADS Somi BE oETOWM As PER SeCROK TOO OF THE 0
MR A WIND SPEED At REOUIRM BY THE JURISDICI" W%ERE THESE SHUFFERS rLMSEUMPM AND
FOR A OIRECTIONAUTY FACTOR 0-DA& USING ASCE 7-16 AND SMALL NOT fX=O THE MAXIMUM
DESKIN PRCVAW PATINCAT INDICTED ON SHEETS 25 A, M
IN ORDER TO VERIFY THE ASOW COMMON. ULTIMATE DOM WIND LOADS DETERMINED PER ASCt I-Ta
"D DESIGN WIND U)" BY MUCTIPLYING THEM BY MS IN MIR TO
=:mmr-m/-9' (A.&D) 013911 PRESSURE 91ITINGS INDICAIED ON SHEFTS 25 & 20,
III ORDER 'TO VERIFY IMAX COMPONENTS AND ANCHORS ON I" P.EO. AS TESTED WERE NOT OVER STRESSM A 33X INCREASE
IN ALLOWABLE STRESS FOR WOW LOADS WAS MM USED IN I" ANALYM CASTI"S SPACING TO WOW HAS am
DETERMNED IN ACCORDANCE WON N�&S- 20M
STOATA PAW-% ADVQUIACY FOR IMPACT AND FATIGUE PEIRSIANCE HAS SEEM MWED IN ACCORDANCE WITH S&CITON IM OF
I'Tt ADM MEAMONED CODE AS PER MWITRATION TESTINO LABOMTORY. IMC� REPORT # 20n AS PROTOCOLS TAS-201.
TAS-202 AND TAS-203.
Z THIS SYSTEM MAS MR DESIGNED TO OZ INSTALLM ON THE WYME Or 'TNE OPP" AOMS04 IME OPENING FROM THE
INSIDE W/O THE USE OF A LADDER OR LIFT, INS APPLICATION IS VALID WHEN NWALIA11OR IS INTENDED TO BE PERFORMED
FROM THE INSIDE Of STRU=RF-
3. SERIES 1000 INSTAI-LAMON fS APPLICABLE TO SINGLE AND DOIAKE HUNG STYLE WINDOWS W04 IM&MLASION IS REOUIRED TO BE
PERmRm FROM THE INSIDE OF STRUCTURE.
4. SERIES 20M INSTALLATION IS APPLICABLE TO "011 AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
INSTALLATION IS REQUIRED TO BE PERFORMED FROM TME INSIDE OF STRUCTURE.
S. ALL ALUMINUM EXTRUSIONS TO BE SM-TS AUW AND TXMFIER� (UMM DTHVI� NOTED)
6, ALL MAMNUM S4-W METAL USED AT CLOSURES SMALL HAVE 3114-"14 AUDY.
7. ALL STOEL SHEET METAL PANELS SKAU HAVE SIRUCTUIVQ. DUALITY STFIa, ASIM A-653 GRADE 60 Min., GALYANIZED STEEL
Dewwrm W/Fy- S" kal wn.R Rotm)�
ALI, SMW TO BE STAINLM STEEL M4 OR 310 ift WtIM OR CORROSION RMISTAINT COAUO CARBON STEEL AS PER MN
50016 W/ 50 W YIELD STRENGTH AND 90 W, TENULE STRENHITH & SHALL COMPLY A/ FLORIDA BUILDING CODE SECTION 2411.3,3.4.
0 WITS TO BE ASTM A-307 "U1,AARXI) STW- OR M 304 SMES STAINLESS SML WIM 36 W MINIMUM YIELD VRENGTH�
10, ANCHORS TO WALL SMALL BE AS FOLLOWS;
(A)
1/4!�o TAPCON M40NM AS MANUMIURM NY LTM. BUILD". ANC. (AIR, f4b_3192 F'&4)
1/r 0 9 7/87 CALK-W ANCHIM, AS MANUFACTURED Of DENALT tW- (MIN, fou-3000 W.)
J14-10 FAMMTE FEMALE 10 & PAMPAO.V PLUS AhItHOM AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
("-3= IL01)
41) MINIMUM EMBEDMENT OF TAPDON ANCHORS INTO POUREO CONCAIM SMALL BE 1 314� ANO 2- FOR FANELMATE
FEMAX ID & PANELMAIE PLUS,
A2) MINIMUM 01BEOMENIT OF t/4-0 A 7/8� CALX-IN ANCRORS 94ALL BE IS 7/4r INTO ODNCRETE� NO EMBEDMENT INTO
ANY FR41SH MATERIAL SMALL BE PERMITTED.
1/41 #-20 SS SIDEWALK MIT$ USED SHIALL BE LOW EMMICH(SHOULD ANY FINTSM MgMk EXIST) TO ENGAGE 3/4'
INTO ANCROM
AA IN WE IM PRECAST PAYERS BE $&JND
P=N OR
FLOOR. ANCom SHALLTI&AP STRUCTM BEHIND AN= SMALL
BE AS MWWO IN &I) AND IN A,2)�
1/4' # TAPOON ANCHM AS A&INuFAC"M BY IYX SULDEX, INC,
_-11 4 9 X 7/ CALK-N Oft, AS MANUFACTURED BY Ric. ( M-1 P, J,
4-10 FV^E ID AND PMELMAITE PLUS ANCHORS, AS MANUFACTURED RY ELCO
UCTS#'�"71 P�&I,) F
&I) MINIMUM EMBEDMENT Of� TAPCON ANCRORS 00 PANCILMATE fEWLE 0 & FAINakAlt PLUS W70 CONCRETE
BLOM WALL K 4 1/4-.
8.2) MINIMUM EMBEDMENT OF 1/0 X 7/0' C&K--W ANCHORS SMALL BE IS 7/0' INTO CONCRETE.
NO EMBEDMENT INTO ANY FINISH MATERIAL SHAJ L BE PERMITTED.
1/4* 0-20 SS SIDNALK BOLTS USED SMALL BE LONO DOUGH(SHOLILD ANY FINISH MATERIAL E=n 70
MM04E 31e IWO M040M
8.3) IN CAM THAT PRECAST STEVE, OR PRECAST CONCIRM PANELS BE FOUND ON THE JECIDING WALL
ANCHORS SMALL BE LORD OMOR TO REACH THE MAIN STRUCTURE BEHIND SUC14 PANELS, ANCHORMTE
WALL BE AS MENTIONED IN 9�1) AM IN 0.2).
(C) ANCHORIS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
NAMUFACTURM
It IT SMALL BE THE RESPONSIOXITY OF THE CONTRACTOR TO VEIM THE SOUNDNESS OF TW WIRUCTLIRE WHERE SHIMER
IS TO K ATTACHED TO INSURE PROM ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATIACIIED TO CONCRETE, BLOCK
OR WOW FRAME BUILDINGS.
12. TK WALLAININ CONTRACTOR a ALL SHUTTER COMPONENT MES *OCR REMAIN 94 CONTINUOUS
CONTACT WITH THE WILONa TO P=-/GAoAN IMISION, CAULK AND SM SMUTTM TIRACKS AU AROUND FULL
LENGTH.
11 STOW PANEL WSTALLA11ONSIVILL COMPLY WITH SPECS INDICTED IN INIS DRAWING FLUS ANY BUILDING AND ZONING
AEGULANONS PROVIDED By THE JURISOCTION WHERE PERMIT IS APPLIED IM
IC ATRIUM WINOCINS, AND DOOM M. E - Z ~ STORM PANEL SYSTEM- IS PARENT PENDING.
16. (a) THIS LVAr1n10" DOCUMENT &.F,D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRWDE
S
SPECIFIC PR CTI La. WHERE THE SITE CONDITIONS OMTf. FROM IK PZD.
(b) CONTRACTOR TO BE RESPO SOLE FOR TNE SELECTION, PURCHASE *0 W94LAIJON INCLUDING LIFE SAFETY OF
" I
THIS PRODUCT BASED ON I.. PE.D. PROMM HE/SHE DOES NOT DEVIATE FROM THE M40MONS DETAILED ON
INS DOCUMENT. CONSTRUCTION SAFETY At WE IS THE COWRACTOWS REPONSGAUTY,
(t) THIS PRODUCT EVALUATION DOCLNENT WILL BE CONSIDERED INVALID IF MODIFIED.
(d) SITE SPECInC PROXM SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARMTECT WHICH WILL
BECOME THE ENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND = SETFHMSP NSIBLE
t,p
TO X
_D� eo�
USE Of THE PLM ENGINEER ZERECORO . q=ER
S,M6r
DF=A OELEG046D
SUaM1T TO THIS LATMR THE FOR Mft
to) a4f%�� WE AND ORIGINAL SEAL AND SIONATLTREE Or IHE PROFESSION& ENGINEER or
10, STORM PANEL SMALL BE LOCATED ON A READILY VISIBLE LCCAGON AT STORM PANEL IN
ACCORDANCE OF RMOA BUILDING COM ONE LABEL SMALL BE PLACED MR EVERY OMINO�
LAOWMG 10 CONAPI.Y. WITH SECTION 1709.W2 Of THE FLORIDA GLUM CODE.
INUAUKI SERIES =9 ANQ 1 O-OQ E-Z HMG STORM
PANEL I INTO E!OURED CONCREJE QRSMCRETE BLQQg
A"Pa" 6
ww01101m =**'m
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SPACINGS 00 M114" EM OISIANCE ARE SOOM ON IM
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CONCRETE ANCHORS f_�� SCREDWE ON
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WITH THE 2M (-hh EDITION) OF THE FLORIDA BUILDING CODE. THIS $TERM P94EL WALL NOT BE INSTALLED AT HIGH #4-10 PAIAEUAATE FEMALE 10 AND PANIELWE PLUS ANCHORS. AS MANUFACTURED BY F400 CONSTRUCTION PRODUCTS
VELOCITY HUIWANE ZONES (MMAII-DAM / ]MROWNRO 0011100)� 1�4*0 LAO SCREWS PER N.C.S.
=;ON WIND LO" SIML K DETERMINED AS PER SECTION 16N OF IRC ADOW WMNED CODE FOR A BASIC WINO 1,/16'0 1 S/S* WOOD GUSHING. AS DISTRIBUTED By ALL POINT SCREW� BUILT & SPECIALTY CO -
SPEW AS REQUIRED BY THE AMISDICTION WHERE STORM PAWL WILL BE INSTALLED. AND FOR A FACTOR
90-0,65, USING A%E 7-16 AND SHALL NO EXCEED THE MUNUM (A�SZ,) DESIGN PRESSURE RATINGS INDICATED ON SWEXTS CI) MINIMUM INRrADOO PENETRATION HBO WOOD OF TAPCON AIACHORS $"ALL BE 1 1/2- AND 2- FOR OLCO FARELMATE PLUS
31 9 THRU 12 & 17� IS AND PMELM" FEMALE W
W ORDER10 VERIFY THE ABOVE CONICITON, QUIAAATE OESWN WIND WADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
REOUCW TO AS.O� DESIGN PFOSUM RATINO BY MULTIPLYING T+CM BY 0.6 IN OFOCR TO COMPARE THESE W/ MAX (A-SZ C1 MINIMUM IN 0 E WOW OW SHALL BE I I NO
DESIGN PRESSURE RATINGS INDOATM ON SHMS 3. 9 THRU 12 & 11. 1& PENETRA71014 INTO SWCO SHALL GS CO AS PART OF THE IRED THREACIED TON,
THAT ANCHORS ON THIS PE.D� AS TESTED WERE W OVER STRESSED, A 3M INCREASE IN ALLOWAOL4
:=VERIFY
10`110VANO W.W WAS 02 USED IN THOR ANALYSIS FASTENERS SPACING TO "DO HAS BEEN DETITIMINEII 04 C�3) MINIMUM COX DISTANCE OF LAC SCREWS, INTO WOOD SK&L 09 AS INDICATED K THIS Mwo;C
ACCORDAWX WITH KD�S. 2018,
SIBRIA PANELS ADEQUACY FOR IMPACT AND WINO RmSTANIM HAS OE04 VERIFIED IN ACCORDANCE WIN SECTION 16091.2 OF CA) U94WM PENETRATION Of WOW FRISHINO, SHALL BE 518'. 1/4' 0-20 SCREWS USED SH4LL BE 1 1/2' LONG MINIMUM
THE ABOVE MENTIONED CCHTE AS PER AMIWM TEST L40 OF SOUTH FLORIDA REPORTS #014 11-01 AND #02IS-02-AHL AS SHOULD STUCCO OOSY, AM I- MONAM FOR WALL$ WITH NO STUCCO
PER SSM 12-99 A ASTV E 330-M STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 11 123�01 -TO AS PER
TAS-201 AND TAS-203 PROTECOLS� AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W1 SECTION 1604 Of THE C.5) IN CASE THAT PRECAST CONCRETE PANELS, ETUCOO OR WOW WNW BE FOUND ON THE OWING
M CE1=%
FLORIDA SUIL0010 CODE, WALL� AN040M SHALL REACH THE MAIN STRUCTURE BEHIND SUCH FAMELS.
ANCHORAGE SIOU. BE AS MENTIONED IN C.I)� ") III C,4)
2� ALL ALUMINUM EXTRUSIONS TO BE 6063-TO AUOY AND TEMPER. (UNLESS OTHERWISE NOTED)� SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE AM SPECIFICATIONS OF THE ANCHOWS MANOACTUREAL
3� ALL ALUMMOM VISIT METAL USED AT CLOSURES $HALL HAVE ALLOY. PANELS W 4SO K MrSTAILLED HOMONTALLY FOLLOWAO INSTALLATION DETAILS SHOWN ON SECTION I T THROUGH 0 (SHEETS 4
4 AU STEEL SHEET METAL PANELS SHALL RAVE STRUCTURAL QUALITY StW_ A" A-i$3 MOC AD W101", 4-60 GALVANIZED THROUGH 5) EXCEPT THAT HE-41ISSO &(D SKALL NOT BE USED,
STM DESIGNATION W/PY- 92.2 W (AFTER ROLLEO)� 9. IT SKALL BE THE RESPONWILITY OF THE CONTRACTOR TO VERIFY TIM SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
5, ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESWANr BOATED CARBON STEEL AS PER ON ATIACHW TO INSURE PROPER A"040FACC. " $HVIM $-OALL ONLY K ATIACHED TO COKMM BLOCK OR WODO FRAJw
BUILDINGS.
$00IS W1 50 W YIELD STRENGTH AND SO W TENSILE STRENGTH NO SKALL COMPLY W/ FLORIDA BUILDIRG CODE sacy"
241 I.a�14. 10. EACH REG" STORM PANEL Waff LENGTHS OVER 90-� AS PER SECTIONS 1. 2, A, !l, 6 AND ALITIMTKIES IN. 3W & *W ON
94EM 4. 5� 6 & 7 RESAECTIVELY� $WALL H&C AJOIKE VOCKE M=)NNIG I!M4VCTM ORWER OR TENANT TO
6, BOLIS to BE AM A-V7 GALVANM STM� OR AISI 304 SCRES STARDOM STM VAN 36 W MIMMUM YIEW SIRENG314, URING PZDWY
S&CUM PANELS WITH APPLICABLE REINFORCEMEW HUM kW No
7� ANCHORS TO WALL SKALL HE AS FOLLOWS, 11. T14E INSTALLAHION CONTRACTOR IS TO SFkL/C"X ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CWACT WITH
THE BUILDING TO PREVENT VANO/RW WIFUSI(AL
(A)
/4 0 TAPOON JMSCIR)FIS AS 94WFWIJRW BY 11M. SUIWEX, INC. (UK e-3192 P.,h) 12. STURM PANOL OWALIJUM SHALL COMPLY IATH SPECS INDICATED IN THIS ORAVNQ PLUS AW BUIUNNG AND ZONM REGIAADONS
I11V 0 . 7/0' CALK-49 ANCHORS. AS MANUFACTURED BY DEWALT MO PRWM By THE JURISMIKIN YMM PSANT Is APPLIED TO,
1/4*0 . 3/4" SOLD -SET ANCHO*S, AS DISTRIBUTIM By ALL PONT SO", BOLT & SPECIALTY LID,
(wo. cc-3= p.,L) 13, (a) THIS PRODUCT EVINUA110N DOCUMENT PREPARED BY THS ENGINEER IS GENERIC AND DOES NOT PFVV= INFORMATION
014-It FANELMATE FOMILE 0 & PANELMATE PLUS ANCHORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIFIC PR=Cr�� - WH THE SHE 0NDITIONS DEVIATE FROM THE P.F-D.
1/4-0 ZAMAC NAIUN ANC"OPS� AS MANUFACTURED By OCIALT. !Nr- (f;,) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND 0WALLAT" INCUJOING LIFE SAFETY OF T145 PRODUCT
AJ) MINIMUM EMBEDMENT OF YAKON AKHOAS INTO POURED �aOIVGRM SHAkt BE I 5/4�. 2- MR EUCD PANELMATE AND BASED ON TPAS PXD� PROVIDED ME/SHE DOES NOT DEVIATE FROM THE CONDITIONS OCTARLED ON T"S DOCUMENT,
CONSTRUCIDN SWETY AT SITE IS THE COWPLACIQR�S RESPONSIBUM,
I 31e FOR ZAMAC feliLIN ANCHORS.
THISS MIXAT EVALUATION DOCUMENT WILL BE CONSIDERED WWAUD T MODIFIED,
A�2) CALX-01 & SOLO -SET ANCHM $HALL BE EMBEDDED 7/4r INTO IKE POURED CONCRETE NO EMSEOMEW INTO
STUCCO SHkIL Or, PERMITTED, )/A- 40-20 SORM USED SRALL BE 1 1/2- LONG WaMUM "W SIVOCO EXIST, (d) SITE SPECIAC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENSINIES OR ARCHOTMT WICK wat BECOME INS
*0 WALLS WITH NO STUCCO, AND WY BE HEADED SCREWS OR, ALL THREADED SCRJVWS W/O HEAD, SWfEER OF RECORD (E.O.%= PROJECt AND WHO WILL BE RESPOINSOIE FOR THE
;;,r=14FOR
BUT UT& PROPER USE OF THE PEO. OF RECORD, ACTING, AS A MECATIED ENGINES TO INS
PX,D. ENGWa7k SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC WAVANGS FOR REVIEW.
04 CASE THAT PRECAST STOW_ PRECW WKRUE PANELS, PAVERS� STUCCO OR WOW BOMBS BE FOUND ON THE
CASTING WALL OR A-008. ANCHORS WILL BE LOW 9MGH TO REACH1HE UNN STRUCTURE BEHNO SUCH PANELS. (e) THIS P4D_ SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
ANCHORAGE SK44 BE AS MENTIONED IN ALI) AND IN AZ). ENGRAMR OF RECORD THAT PREPARED It,
14, SkUTITR MANUFACTURER*$ LABEL $HALL BE LOCATED ON A READIVY VISIBLE LOCAMON AT SMU
144CNIM�MVUWFACTUIREO
N; BY L T. W, BUIUOX. INC� PANEL SHJITM IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORM SUILDNIG 000E. ONE LABEL
SHVU SE PLACED FOR EMERY W001G. LABOUNG TO COMPLY WITH SE0014 1709.9.3 OF THE
7/Ir CALK-N ANCHORS, AS MANUFACTURED BY OFW&T� INC, FLORIDA G"NO GODE.
1/4 0 X 3/4' SOLO -SET ANCHORS, AS D"BUrED BY ALL KINT SCRW� BOLT & SPECIALTY CO
#14�10 PA14UMAM ffl#a ID AND PAMMATE PLUS N404M, AS MANUFACTURED By ELCO ODRSITILACTION
1/4' 0 ZAJAAC NAAM ANCHOAS. AS M41410FACTURED BY DOMILT. VIC
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MINIMUM EMBEDMENT OF TAPCON MONGREL ELCO FAA"ArES AND ZAMAC MUN ANCHOR. INTO THE
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SLOCK UNIT SHALL HE 1 1/4� .9k FLORIDA BUILDING CODE LRon High Voloccity NO cone Zone)
24 UM MVANIZED rA,
0,I) CAX-IN * SOLO -Sr ANCHORS SANA, BE EMBEDDED 7/8- INTO THE CONCRETE &M UNIT, ND %,44 7 STEEL $FORM PANEL
w"IST,
STUCCO VIALL, BE PERMITTED, IfiV 0-20 SCAENS USED SNALL BE I llr LONG MINIMUM SHOULD
AND I' MINIMUM FM WALLS WITH NO STUcCO. GLOBAL PWMCTM PROMICTS,
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13,�) IN CASE THAT PAIMW SIONE, 00 PRMW CONIORETE PANELS, STUCCO OR WOOD, GGAROS BE FO "Twr4 Ill. Mee wo
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ANCHORAGE SHAU. BE AS MMADNED IN B4 1) AND #4 IQ), ch-00.4 VeAme, ft,
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M
LLI
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SHEET NO.
SH
1.3.
END CL95URES DETAILS FOR INSIA "MIQN IN PQURED CONCRETE
CONCRETE BLQQK OR WOOD $TRUCTURES: VALID FQR REGULAR, UFE
SAEM & E—Z HANG STORM PANEL M SYSTEMS
CONOREIE.
OR _=
BLOCK OR 2'. r . Mr 3105 N-114 OR
VARIES
er M._j & 0 I*W Wow FRAME 6063-16 ALLYCOW. ALUM-0\
ME wil. 11 1 11*
2 1/2* TAPOON 0
min. 4
= MWONXIMT11 POURIED 1/4'# 1 1 31!' 2 1/2
REQUIRIC) ANDIOR
CONCRETE BLOCK U--4
OR(3 min
/4. cAPj
rCuT mm TVINATE LED LOCATION
A) 1 0 Ir Olt VARIES 2- 0 r"e 70
am.
rc-,-\
No, �Wm
';
- - - - - ---OAL =-fro ;ML
2* X 1. 's-at.-
31
6. -q) / T
ALLOY 2
1/4* 0 9011TJ
0 Ir Qt "05-H. 4100-111 ALLM
W/04KNUT C.11. Ak- ANQUE
CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) CASE D (PLAN)
S�ALE 1/4'.1- SCALE 1/4-.1- SCALE 1/4*-1' SCALE 1/4--1-
SCLID-SET OR C"-N
OR WILCO PANELMATE
MO.
1.5x POURED CONC OR 008 mi
Cmxft-n BLOCK El W SIDES OF OPEN" 91 na 't,
rx-' WOOD FRW & 0 AS APPUCABLE
CONCRETE, CONCRETE REQUIRED
OR 21.r WOOD nwa
INQU
ItL_jy4L—j
OR(D
VARIES .(D
REAR PAPAM TO
r M. WALL (WVIR CUT END PNOIJ
X B.O. DISTANCE
01,11 PRIM,* CASE G (PLAN)
SmE Ile-l-
VAUD FOR DIRECT MOUNT INSTALLATION ONLY &
ON
P" CERTIFIED PANIEL MSM1AXION AT WALLS W/
NO.44167 SURFACE LEVEL VARIATIONIS WITHIN 31e
FLORIDA BUILDING CODE (Man High Velocity Hu can* Zone)
CASE E (PLAN) CASE F (P 24 GM GALVAM9EB STEEL STORM PANEL I'A
SCALE 1/4--l- SC" 1/4--l- cam W.
\ GLOBAL PROTECTION PRODUCTS, U.C. w/vom/m"
_LILIECOmc. MIND SIN, 51 3"w
_wX_ M14
Now IMAM 20-175
I.; am Fm.' amIimw�w
-1 -.1 — I-
Px CA-Dowls P., =
WALTER I TILff J, In E�- . I sum a win
now, it,
MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR MRM PANEL (j) INSTALLATIONS INTQ MQD STRUCTURES
(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATN"ES 1W THRU 4w, ON sHEErs 6 & 7)
MwX KS.Ol
DESIGN
PRESSURE
PAT"
LWIMUM ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 & 7
APPLICABLE
70
ALTERNAFNES
OF THEM
MAXIMUM
PAM
LENGTH
00
TAPCON
LAS SCREW
PAWLMATE
FEMALE 0)
FAWLMATE
PLUS
WOOD MSMr
13'
13,
Ir
13,
Ir
Iw (TOP)
Ir
13,
13'
ir
tv (BOTTOM)
6 tIr
51/2-
5 1/2-
8 1/2-
6 1/2'
2W CM
-
6 1/4'
12 1/2-
51/4'
2W (sam.) 1
W-0,
r
3w (TOP)
OR
LESS
3w marmut,
Ir
Ir
13'
Ir
Ir
4W (top)
+45. -45
OR
LESS
is'
Ir
13'
13,
Ir
4-W MaTTOM)
13"
Ir
13,
13"
9 1/2-
IBM
Ir
Ir
130
13.
6,
to (BOTTOM)
6 1/2-
6 I/z*
6 1/2"
a 1/2'
e Ile
Fw (w)
'�5 a"
-
8 1/4*
12 ll:e
6 1/4-
2W MOTT.')
4 1/2-
6 i/2*
5 1/2,
-
3w Imp)
III
14'-4*
4 llr
41/2 *
71
-
3N manam)
to 1/2-
9 lIr ::J:::::::��
12'
e
4W (TOP)
13,
B VF_
SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS At MAX. PANEL LDWHS WHEN SPACER R IS
USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHIEIE7 6
MAX. A.&O
DESIGN
PRESSURE
RATING
(pxf.)
MkXIMLIM AW41ORS SPAC11,10 FOR U, - AS SHOWN ON SHEITS 6 At 7
APPLICABLE
10
"'Ye"'M
OF THEM
MAXIMUM
PANEL
L040H
-
TAPCON
LAG SWUM
PARELMATE
FEMALE TO
PANELMAIIE
PLUS
WOOD ousmm
13,
ir
13,
13,
13,
iw Imm
13"
13"
13,
Ir
6'
to (BOTTOM)
6 1/2'
a 1/2'
6 1/2-
8 1/2-
6 112-
PW (fop)
-
-
6 1/4*
12 1/2-
6 1/4.
2w (901T.1
57-01
7'
7 112-
a-
-
So mm
I OR
7 1/2*
a"
a.
a.
-
3w (BOTTOM)
ir
Ir
13,
13"
13,
4w (w)
>+45, -45
TO
+75. -75
Ir
13*
Ir
Ir
13,
4W FW�)
ir
Ir
ir
Ir
to-
1W F9
Ir
Ir
ir
Ir
6 Ile
Iw (BOTTOM)
0 1/2*
a 1/2'
a 11r
a 1/2,
1 8 'Ir 12W
(-)
-
Is 1/4,
12 1/2-
6 1/4�
(Bott'.)
>50-
TO
4 llr
I 112*
1 1/2"
-
(w)
r-
5
3w "Tw
r
2.
ir
Ir
5 1/2"
P! COOP)
13"
Ir
SEE TABLE 11 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WAN SPACER 0 IS
USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
TABLE
41 A
&S.D. DESIGN LOAD
MA)GMUM PANEL
LENGTH
40 PSF OR LESS
61-8.
> 40 PSF M 50 PSF
V-2'
1 > 50 PSF TO 60 PSF
5'-10* _j
A MAX. PANEL LENGTIHS ARE ONLY VAUD FOR INSTALLATIONS
W,/ PANEL MATE AkALE ID OR PANEL MATE PLUS
ANCHORS & W/ " 1/2' O.C�
INSTAWAT—ION 2EML5 FOR WFE SAFETY PANEQ)
INTO POURED
1/4-0 WCON 1/4-0 TAPICON _-gwm POURED
_9=wVUR`D ANCHOR a i CONCRETE OR
CONCRETE BLOCK
pf
REOLIVED, FIE65iid
AND"OR 9_1 x
t/4-0 PAWLMAIE
ANCHOR 0 12 11
-r M
PANEL LENGTH
(gE rrE M)
L/2
vf
ILI'
&;:a
PANUZ
V=m
0 REGUW
SEE SHIMIS To & 16 IN ANCHORS TYPE k SFAC04 FOR
INSTALLATIONS orm WOOD "WE
MINOXIM ANCHM VACNO AM WMAuM EDGE OWAMM
AK INDICATED ON INS SCHEXJLE FOR LU, UCSS THAN
94WATO ON SCHEINAE MM ANCHOR IIPONV By
mwftym SPACING PC" ON SCHAMU Of THE
FOLLOWING FACTORIL FOR lHal OPERATION TO BE POSSIBLE.
REPACED SPACING OBTAINED LIM FACTOR SMALL NOT BE
LOS DAN 1481" SPACING 000100 FOR DOI MOM
m am INS SCNVCIAU�
I/es
so" m
wm
PUS
w"" Now vx= W
3
-3
JC-og
3
31/2
ACRK NK NOW OW
R1CR1I
1 3 1
EXISTING F
CONCRETE
CONCRETE
REQUIRED,
A.C=C.)
WALL MOUNTINGS
SCALE 318-l'
MAXIMUM A.5,0. DESIGN PRUSURE RATING (p.s.f.) AND ORBESEWDING MAXIMUM ANCHOR SM182 =HIEDULE
MRM PANEL (1) INSTALLATIONS INIQ GQWJ01 & CONCRETE B=K STRUMSES
(VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAX, Aw&O'
OEM
PRESSURE
RATING
MAXIMLIM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW *
TO
%.—EL
—0'�)
MAX AS.O.
DESIGN
PRESSURE
MINIM
MAXIMUM ANDHM SPACING FOR MR E.D. PER SCHEDULE BELOW
'A07=
Mw
LENGTH
(ft.)
TAINCON
SOILIO-Set
PANELMATE
FEMALE 10
PANELMATE
PILLIS
ZAMAC_NMUN
CALX_w
TAPOOK
I SOUD-SET
PANELMISE
ID
PLUS
ZZAh1wAC-MA1UN
CALK -IN
C
a
10
Boom
a Nam
TV
A.
a
3k
a
10
a
-
To
1
comewmam
ZNC"m
clir
+46 OR 45
LESS
Is,
13,
Ir
13,
13,
Ir
Ir
13,
1?
1 (TOP)
in$
+45 TO -45
+85, -55
Ir
13'
Ir
Ir
Ir
Ir
ly
13"
ir
13'
Ir
11 1/2,
1 (w)
r-or
OR
Los
ir
Ir
Ir
ir
Ir
13,
Ir
13,
13,
_Ir_
Ir
Ir
Ir
I BOTTOM)
Ir
13,
13,
13,
Ir
is,
Ir
ty
Ir
ir
1;5"
It 1/2'
1 (BOTTOM)
Ir
713*
1
13"
Ir
Ir
13'
Ir
Ir
13*
is,
13,
13"
Ir
Ir
13,
ir
Ir
15'
Ir
13,
Ir
ir
Ir
Ir
12 (WITION)l
Ir
ir
13"
Ir
ir
13,
sy
13,
13'
ur
13.
11 t/2'
2 DICITOMI
Ir
ir
Ir
Ir
Ir
Ir
I Ir
Ir
Ir
Ir
V31
Ir
3 (TOP)
13,
Ir
13,
ir
I
is
Ir
13,
Ir
1 1/2'
3 (w)
t2 i/r
12 s/21
e 1/**
6 1/4'112
1/2-12
17Y
6 t/4-
itiv
-
-
12 1/2-12
1/2"
6 1/4�
3 (00110110
w-
r
81
51
Ir
I a,
gr
I w
8*
LI/2-
4 (TOP)
5 1/2'
a,
w
C
8
_
2:
11L
a'
0-
or
5'
Ir
s*
mr,
Ir
-
a.
-
4 (BOTTOM)
Ir
Ir
Ir
Ir
Ir
Ir
ir
Ir
Ir
Ir
Ir
13,
5 (TOP)
13
IS-
Ir
Ir
Ir
Ir
Ir
Tr
Ir
Ir
13'
11 1/2'$
(TOP)
Ir
Ir
13,
Ir
13"
Ir
37
IF-
__13_'�'
Ir
11Y
tr
5 TW—MV)
13"
131
ir
Ir
Ir
ir
is,
Ir
Ir-
13,
Ir
it 1/2.
5 (mm)
Ir
Ir
Ir
Ir
13-
Ir
Ir
ir
Ir
13"
. 13'
8 IYOP)
Ir
13'
Ir
Ir
ij*
Ir
Ir
11.
Ir
Ir
Ir
11 1/2'S
MP)
6 1 L4:
1 1/4"
6 1/4'
6 1/4*
6 I/rJ6
Ile
-6 (WIT.-)
-
-
—Ile
ia
6 1/4*
8 Ile
6 1/4"
6 1/4'16
IBM.-)
Ir
Ivr,
I r
0 1/2'
Ir
7'
Ir
7-
7 1/2
5 1/2
Ir
14 1/2-
11 FW�
70
1 4-V
13'
s'
I r
Ir
I r
8 1/2'
IX
8 llr
9 11r
6 1/2*
Ir
5 Ile
I (W)
>31-r
TO
Ir
71
Ir
13,
13"
9 1/2
Ir
9 1/2
101/2
1 1/2
Ir
r
11 (emom)
13-
7 11ri
Ir
Ir
Ir
le
Ir
to"
it*
a,
Ir
6 1/2*
1 (110170M)
Ir
S'
Ir
to lIr
is"
7'
Ir
7 1/2
5 1/2
13"
4 1/2*
2 (TOP)
Ir
G"
I Ir
I Ir
Ir
8 llr
ir
8 t/2"
9 1/2'
6 1/2'
Ir
5 I/r
2 IMP)
ir
7,
13,
Ir
Ir
9 1/21
Ir
9 t/2
10 1/2
7 1/2
Ir
6 1/2'
2 WITOM)
13'
7 11Z
13"
1 13'
Ir
10' -
IS'
TO-
11'
S'
Ir
! 1/2'
2 MOTMM)
Ir
7'
13"
ir
ir
9 1/21
Ir
9 1/2
TO 1/2
7 1/2
Ir
a 1/2'
3 CtOP)
13"
7 i/r.
Ir
13,
Ir
10,
Ir
lo'
IT'
a'
Ir
1_1/2"
3 )
12 1/2"12
1/2'
6 1/4'
6 Ile
12 1/2'
6 Ile
-
-
a 1/4,
6 1/4-
3 (BOTTOM)
-
-
12 1/2-12
1/2-
6 1/4-
6 1/4'
12 IJV
12 1/2'
-
I -
5 Ile
5 1/4-
3 (BOTTOW).
r
r
a'
5 1/2'
3 1/2
a
11/2
-3
1 112r
3.
r
T Cj&;)
7 1/2"
r
8'
r
r
r
jr
4 11r
3 llr
6 1/2
r
4 1
ir
-
Il'
-
5 1/2'
-
7 1/2'
4 (BOTIOM)
YYQN�
r
r
5 1/2'
-
17 1/2*
- 14
(BOTION),
is'
1.
13,
131
13"
9 1/2'
13"
9 I;Y
to 1/2
Irl
13,
(TOP)
Ir
8 llr
Ir
Ir
ir
IV
13,
-LOL-
I"
Ir
Ir
a 'Ir
5 (TOP)
Ir
13,
1
a lIr
5 (BOTTOM)
13'
11
'r
15F
'r
'D*
_Ij2-L5_*TTW_)
13,
7-
17 1/2-15
1/2-1
Ir
4 1/2-
6 (TOP)
13,
r
Ir
I
Ir
611/2-
0 1/2-
6 1/2*1
Ir
mm
Ile
49-,
—1/1
6 Ile
18 1/4-11
W14e'
I WIT, -
1
0 Ile
6 Ile
Is 1/4-18
1/4�1
1(4,16
(BOYT
SW WV I I MR A1,04ORS TYPE * 9191114 MR INSIALLATIONS INTO 11001) PANIC SUIUMPIM
MINIMUM ANCHOR SPACHOS 00 MNMAI WX DISIANCE ARE INDICAM 00 TO& SCHEOULL FOR F-D
LCIS TIAN INVOOM ON SCHOD" INIAn ANCKOR SPACING By A"MY1100 SPACM SNOWN ON
SCH13KILE BY TIC FOLLOWNIS FACTOW FOR THIS OPERATION TO K = RICOUCED 101ACINO
man wo; rcm smul Not K LESS "A wowum "Amw IM �CH ANCHOR IVPE
ON INS SCHEDULE
1/41.
1/411.
Ile,
1/410
1/4'.
Ile.
ANCHOR TM
vvm
smuo-ser
a
Im
"s-IN
mmm ANCHOR SPACING 00
3
t3
-Tom&
2 ii-v
:1 '/2
wommomm"
3
3 Ilr
JI
3 Ilr
3
DWAAKI QLA) pitZ IROOK
3
3 I/r
41
AmK ma Owma 0m)
FACTOR
0.35
,te
VW
to
3,yr —4
I.0wo
'm
ID T-ABIE 11 FOR MAX. A.S.D,
I AN IS
lox A' A
Al". DESIGN LOAD
MAMUM PANEL
Lam
40 PSF OR LESS
6,-$,
* 40 PSF TO 50 PSF
6'-2-
* 50 PSF TO 80 PSF
5'-10'
A MAX. PANEL LENGTHS ARE OW VAUD FOR 5
W1 SOLID SET ANCHORS All W/ 0 SPACER AT 12 1/2* O.C,
(SEE SECTIONS & ALTERNATIVES ON SHEETS 11 K 15 &141)
r VAX. R-IA/m R-2A/13, R-3A/14. R-20/11 R-30/14.
D.M.. *R-IAW/15, R-20/15. R-3AW/16. +R-4811111% R-2BW/15. R-3BW/16.
0
0 0 0 0
m.-mm-
1 -7-
LAR ii6tM PANEL
-20X S.S. BOLTS W I
(USE FOR PANEL
7'-6')
REGULAR STORM
�R
PAN
UFE SAFM STORM PANEL
A
1/4
'7 5.S BOLTS IN
I AT 'EA OVERILAFT_
z"L'
I J
E
_J_1
V
ITON 0 LIFE
Ir-W 0 +440, -40.0 P..f, _
(w/ C%vw Me PANEL LENIGN BOLT)
r-r 0 +50,0. -sco p..I.
(W/O mmv mm PANEL LEmam SMI)
USE V--W MBIL PARM UNOTH
AT ALL MOUNTINGS
D.M..
PANEL BQTTDM� CORNE?S
I I
.
Q
i
0
. .....
or
AT
wm twT AT EMRIOR
LEFT MCI—
WIND NUT
RIGHT PAWL
t INSTALLATIONS ONLY VAUD FOR WIND
R-2A/13. R-3A/114,
R-19/13. R-20/M R-30/14,
I: wN.1; SPEED UP TO 170 m.p.h.
-*R-1A/13.
R-IAW/15. R-2AW/115. R-SAW/16.
*R-IBW/15, R-20W/15, R-38W/16.
(SEE SECTIONS fir ALTERNATIVES ON SHEETS 13. 14. 15 &1$)--
Ile WAX GAP,
UEE SAFETY STORM PANEL M ELMA-TION
(t)
S—MRM-PANEL
SCALE 1/4-1
04N. 003VAP -1 WHOUE wuv)
f(D REGULAR
STORM PANEL
LIFE 1. PANEL
FLORIDA BUILDING CODE (Won MAh Vefaclufty Nu no Zo
EXTERIOR
0RIDI`-
yxmm W.
24 GAGE G&VAXrZED STEEL STORM PAMM
NJ`,
04004 BY..
GLOBAL PROTECTION MOUCM LLC.
o""w"m"m
SECTION A —A
.0011 &w. 51 s"w
SCALE 114--1
(954WIN-71KIL M- (104)1109-179Y
P4 SLMI/�
ow it or I
,TT
7,7, r__v-P77-71 1
INSTALLATION DETAU
INTO
77 T '/�_TT
W
EQR UEE SAFETY PANEL
W200 STRUCTURES
11 =11-1
DO WADER
_ GUIRED
VRE
/4
1 -0 TA" O.C.
V
-W,= D.,
O.t
/2' i 1/4*
MAX, MAIL
MAX—
M
uia"
i i <D
- - - - - - - - - -
AT m Z&V
CLAM �4
It
.4 PAWL LENGTH
Bo PANEL LENGTH
IT
(SEE
PANEL LENGTH
0"ATION
ON SHEET 12) 11 1 1 PANEL LENGTH
(SEE ELEVATION
ON SKET' 12)
(SEE ELEVATION
It t (SEE ELEVATION
ON SHOT III)
I SHM 12)
_'SEPAp*
VI�4
R 1. W.
12 4---SEPARATIQN-
up 1. Jan.
11---SWEPARATIO14
0 TO GLASMS.
TO CLASS.
Ll2
A TO
It
ED
E4.
71\
z
A_
> wo�
J
--I ED
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*
2
1/4"0 TAMN I AT
ANCHOR 0 9" D.C. ANCHOR 0 9* D.C.
REOUmv, "Ap oam-
4' _=
-1 ; I OX-
STAGGERED W/ stub aAmilm W/ Sw
WOOD
REOUIROD
KOUM
__V4
D.C.
LATE
-RED
ITER R:;l Bw
0 REGERM F&ANILMLS
Ew
JA LIEL WOU ANLI
WALL MOUNTINGS
SCALE 3/8-1-
OURIENU FRANELS LIFE SAFETY PANEL
EN FLORIDA BUILDING CODE (Non High Velocity Nu an* Zons)l
NOTES,
I . INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN
PRESSURE RATINGS (pv.1) AND PANEL LENGTHS AS
PER ELEVATION ON SHEET 12.
ox" "am Imt t.P.
.4067 24 GAGE GALVANIZED STEEL STORM PANEL
STATE GLOBAL PROTECTION PRODUCTS, LLC.
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
"Go
So. 5 sow
139%
MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC.
CAW- n.
20-175
DENSITY OF 0.56 OR EQUAL
CA-400CM
PHONO. M4)W�7"%
FAX.- (04POW-M
OWNING
=9 sow 15 OF it
MOMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MMIMUM ANCHOR SPACING
scHgpW,E EQjt gEOLAR sTogm PANELM mgALLMws Iwo cmgm & coNcRETE OIL= sTRucTuRES
(VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
MAX A.S.0
DESIGN
pfmmm
RATING
66
MAXIMAAM
ANCHORS
SPACING
MR
MIN ED
PER SMILE
BELOW *
"m
MAXNM
PANEL
LENGTH
K)
MAX. AS.D.
DES"
PRESSURE
RAYING
(P.-f-)
MkJOINUM
ANCHORS
SPAOING
MR
MR E.D
PER SCHEDUILIE
BELOW
APPLICABLE
IV �'
"w'
PANEL
LENGTH
v
K)
TAPOIDN
I SDUO-SET
PANELMATE
FEMALE
ID
PANELMAXE
PLUS
ZAMAC-RAM
—10
SOUD-Set
FEMALE
ID
PLUS
ZAIAAC-NALIN
-"-
CALK-0
IN
10
CONCIsm
!&
10
CommIRE
3k
TV
To
To
TO
mm:
To
TO
TO
A
COMBINATION
10
3k
10
OCNOPWTE
TV
4:5
cammm
omw
To
camalm
To
ommm
To
om�w
wam
COMBINATION
OF THEM
�ft -65
m
I
Ir
it'
Ir
13,
Ir
Ir
Ir
'r
r
Ir
12*
Ir
to*
I (Top)
W-C
Olt
LESS
>+75, -73
To
.112,-ilIL6
Ir
51
Ir
1,30
tir
t4l/2'
OR
—
Ir
it'
Ir
!L_
Ir
Ir
Ir
I r
12-
Ir
10'
1 WYOM)
13
0 llr
13'
Ir
13"
13"
IW
Lllr
Ir
IT
e
I iiiam")
Ir
it-
Ir
Ir
_13
Ir
13'
W
Ir
Ir
r
ur
ir
to"
2 DOF)
Ir
r
tr
10 11Z
13'
6 1/2'
IW
6 llr
7 llr
5 llr
2 (TOP)
Ir
It*
Ir
13*
Ir
Ir
Ir
13"
is,
12'
ir
10'
.2 (WITOM)
13"
r
ir
Ir
Ir
9 1/2"
Ir
9 1/2'
10 0*
7 11V
ir
6 W
'/I.
2 (0011100)
Ir
it,
Ir
13'
ly
ir
Ir
Ir
Ir
12"
Ir
lo'
3 (Tm
tr
71
Ir
Ir
Ir
9 llr
Ir
9 llr
to 1/2'
-=
7
-=
13'
r
3 (W)
t2 1/2-12
llr
5 I/r
6 11114V
12 1/2'
t2 112"
-
1/4"
a t/4'
I �)
I/r
6 1/4'
6 I/V
-
12 1/2
5 i74
IIV
6 1/4*
3 (WITOM)
r
Ir
v
r
0 1/2"
r
S"
0'
4 1/2*
4
7
r
lIr
31
6 1/2-
2.1/r
It.
4
113"4
(001100)
Ir
11"
Ir
IF
Ir
Ir
13*
Ir
12"
13.
to-
F(—Top)
i_"�F
Ir
ir
13"
r
-Ir
w
to"
.7 Im
Ir
r
5
Ir
III
Ir
Ir
Ir
Ir
Ir
Ir
13,
Ir
tr
to,
5 (BOTTOM)
ir
7'
is"
IY
Ir
9 1/2'
Ir
9 lIr
10 1/2"
7 1/2"
Ir
W
5 (BOTTOM)
13,
it*
13'
13'
Ir
IW
Ir
Ir
Ir
12"
Ir
10'
6 0100
13,
v
Ir
10 T/2'
Ir
6 IIV
Ir
0 1/2'
7 1/2'
5 1/2*
1/2*
6 (YOP)
-
-
a 1/1v
6 i/4-
6 'A"
1-11-e
6 Ile
a Ile
6 (satir-)
-
1/4-
6 1/#-
6 1/4-
! 1/4 '
_
0 Ile
a 1/4'
-
-
6 1/4r
a Ile
a f9O")
13"
17 1/2*
13'
Ir
to'
Ir
10,
is'
'.
113-
1.
TO
13,
S�
Ir
101/0
13,
6.j /2'
Ir
8 1/2'
7 I1r
5 1/2",
>W-G.
m
---
Ir
7 11r]
13'
Ir
Ir
flo I/Zr'
1
10 TIr
11 1/2'
a'
Ir
r
I (BOTTOM)
13"
6 1/2'
Ir
Ir
13,
r
Ir
'.
lo'
7 11ri
Ir
e
11 (Wnuol
Ir
7 llr
13"
1 13"
2
lo'
Ir
to-
I Il.
'.
13'
5 1/2'
2 (FM
Ir
1 5'
Ir
10 1/2'
Ir
to 11rI
13"
0 1/2*
7 1/2*
5 1/27
ir
4 ilr
2 (TOP)
13"
7 llr
13'
ly
IP-
Ir-1.
1/2-11
1/21
a-
Ir
7-
2 O)OTTOM)
Ir
7-
1 ir
I ir
ir
19 1/2*
1 ir
9 1/2'
10 1/2*
7 llr
Ir
IS 1/2*
2 (BOTTOM)
Ir
7 llr
13"
'r
13'
Ila 1/2'
ir
10 112"11
1/21
a'
Ir
r
3 (mp)
r
I Ir
I Ir
Ir
9 1/2;
jr
9 1/2-10
1/2-
7 Ile
ir
f7
3 (TOP)
-
-
12 1/2'12
llr
6 Ile
6 1/4-
12 1/2'
6 Ile
-
I -
a 1/4'
6 Ile
3 (BOTITIM5
-
12 IA-
12 TIV
0 1/4-
6 1/4
12 1/2'
6 Ile
-
-
a Ile
a Ile
3 (BOTTOM).
7 1/2-
3 1/2-
r
V
7 11r
4�
$*
4 1/2'
V
13 Ijr
7-
r
4 DIP)
7'
r
__f_
5 1/2'
7-
-3 1/2'
Ir
4"
4 11r
31
6 11r
2 Ile
4 (TOP)
r
-
r
-
r
-
'.
-
a"
I -
a,
-
4 (BOTTOM)
-
8 I/Z-
-
w
-
a-
-
5 1/2-
-
7'
-
4 (i6n�
Ir
7 1/2"
ir
ir
13'
10 11V
Ir
to 1/2:11
1/21
8"
13'
r
5 (TOP)
Ir
6 1/2-
Ir
13,
Ir
1.
13"
r
Iw
7 1/2"
Ir
111
5 (top)
Ir
7 Ile
13,
Ir
10 1/2'
Ir
10 t/2-11
I/2j
8"
13"
1 7'
Ir
7'
Ir
IW
ir
9 1/2-
Ir
9 1
0 '/
!�
�F
"r
'*
5 M"TOM'
is,
__L3L
Ir
KIM/
1
1!
Ir
S*
Ir
Ir
a Vr
Ir
III 1
117 /4211.
1
��'M
a 1,(4w
8 Ile
. 11,
1 -
-
-
I -
16 114"
6 1(4"
0 (901T
1 114*
6 1/4*
1 1/4'
6 1/4'
_-
I - I
-
I - 16
Ilelf
1/4�16
(BOTY-)f
SEE SHW I I FOR ARMIAS I`YPE & SPACING FOR INFIALLATOM KID WOOD PRIME BVILDINOIL
0 WWQM ANCI-10A NIACINGS 40 WWU-A ON OMIAMOE ARE INDCAM ON THIS SONDIUM MR ILM
LOS TNAN INDICATEY, ON SCHMU MM ANCHOR SPACM AV 1411ft"No SAACM SHOW ON
BOWO" In, IKE FOULANNO VACTORL FOR IM OPINKNOR TO IM POSSIBLE NODUCED SPACING
MU24M UAW FACTOR SHALL NOT BE LEM THAN MOAN SPACM 11101WED FOR EAN ANOWIS TW`E
ON M SCHEDULE.
ANCHOR rfIPE
1/4'.
T/4'.
111r.
1/4'.
1/4'.
1/4'.
WPM
BpjP_AQT
=
'w."'
(ALK-0
NORMAN ANCHOR SPAOING (bL)
3
3
3
2 TIr
21/2
moommm" *— 00
3
a VY
ar
3
3 'Ir
3
OIWIANG 944 OKWX am w
31/2
3 vr
AMIAL 90 01111111MICIE (ED)
FACTOR
I1r
am
-
'jr
ut
am
is
40
S "SM W11 01 FOR MAX A.&D
SPACINGS ONLY VALID t5�S�PA= �S�
DESIGN LOADS & MAX S USED,
SEE SHOUS 13 At to FOR ANCHORS
MOM" Tfm
1Vm * SPACING MR INSTALLATIONS INTO
"pan
oft" Ammmon sAmmm 0.)
3
*= FRAME eUILDONIS,
UMMM ANCHOR SPACINW AM MINIMLIM
I
3
MOE DISTANCE A81 INDICATED ON THIS
SORBOLUL FOR Lo. Ms THAN Omfc*Tit
ON SCHECLU RECOCE ANCHOR SPACIACI
3
AM& MMM
By ;11 �4noof,_
SCHEDULE BY THE FOLLOW" WO;M
nx THIS opown0m To K POSSME,
lIr
AMCED SPACING OBTAINED LSM
FACTOR SKILL NOT K LESS THAN
21/2-
OAI
MINIMUM SPACING INWARD FOR EACH
AMMOR "PE ON TM SOWEDLILL
TABLE at A
"01 OEM LOAD
MAX" PANEI.
LENGTH
40 PSF ORLESS
* 40 PSF TO 50 PSF
6'-2-
* 50 PSF TO 60 PSF
W-10"
A WX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2-
0
w," moumnm
SCALE 3/s.1-
�'O TAPI
;NOR 0
ION
12)
lb
ECI
'L. MAX
PANEL LENOTH
(SEE ELEVATION
ON SHEET 12)
ILIL
TAPCON
R 0 a, D.C.
POURED CONCRETE OR
� BLOCK REOUIRED.
INSTALLADON DETAILS FOR
JNT_Q W990 STRUCTURES
IT
TTx
I I t
_AOOD HEADER
REOLARED
fl D.. D.C.
4)
AS y
Ile
A:Iti
MAX,
If
CLASS a
_T115
='�o
I X
I v "x
11 *L* MAX, LENGTH
PANEL LENGTH (SEE ELEVATION
(SEE ELEVATION ON SHEET 12)
ON SHEET 12)
Ir 1,
wm—
To CLASS. #---SEPARAYION--
I A GLASS
-
--r-
i4a5_
1/f ac
ED, EQ.
I_ 7
2'.4' WOQQ_ t 2-x*- WOOq_
PLATE PLATE
REQUIRED REQUIRED
EL"It PLUS PLUS
CHOP 0 12 1/2- O.C, 0 12 1/2' D.C.
ALIFIN& —SOW
INUM FAHLU a U SAW PANEL
WALL MOUNTINQ .... il
SCALE 3/9-1-
FLORIDA BUILDING CODE (Non High Velocity Nu cons Zone)l
mumo 71130A m 24 GAZE GALVANIZED STEM STORM PANEL ro.
1. INgrALIAMON ARE ONLY VALID FOR MAX. A-S.D. STATE OF ",,k M
DESIGN PRESSURE RATINGS (p.sf) AND PANEL ECTION PRODUM LLC.
L04THS AS PER ELEVATION ON'SHIEFT 12. % e 11LIEC0.1111c. GLOBAL PROT
/ow
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
TO BE SOUTHERN PINE No Z W/ SPECIFIC lihm"4900t 11 — omous-,se. m. ivgwwo�aw 20-175
MEMBERS
DENSITY OF 0.55 OR EQUAL cAl-owl. -wit. I- Dmwft N.
P.E SEAL/SWATUREQUX wmx full ;.g
-------- U� f 441
Cn
_0
>
0
C-
0
(3)
0
2
Cu
0
M
0
0
-cu
—0
Fn
0
0
Cu
0
0
=
ku
U-
"_
0
;>
Cn
-0
a)
(n
E
ZO
0
C_
m
-0
. C=
w
mi
C=)
0
0
(y)
C3
LL a-
-0
Q 6-
q N C
C3
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Colt)
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3,
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ca
w 0 0
< =5 (
C3
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0 uj
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z
n_
(D
c-
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0
L_
CL
0-
0
Cn
SHEET NO.
SH 1.4,
I /18
+EZ
E"Z1W/l,8 ANCHORS
_(SM SECTION ED & ALTERNATIVE EZIW ON SHEIET I
_r m.L
(SEE
'AIM Mcm 2) -OW/0
LAST PANEL (1) TO BE INSTAUED AT EACH OPENING SHALL ALWAYS BE
1/2'1 1 1 OLF ID FACILITATE INSTALLATION IF INTINIDED
PROVID
EIV410MV
TO BE INSIDE OF STRIJCTURE.
N=
W- E-Z HAND STORM PANEL SYSTEM
(END PANEL) jIN11411161i'llt (KtMR PANEL) (WrERM CW1NGZ.F`W1AW=_1_21=K.L TRACKS TOP & BOTTOM.
(END PANEL)
SEE NOTES 2, 3, 4 SU NOTES 2. 3. 4 (2)� END PANELS SHALL XVSIBECONINE 10 BOTTOM 7RACK
v
OTHEAWILSE A STOP Q.
EFE AT TOP OF SUCH
PANEL LIENOT. PANELS,
AR AIR a 4(r.O P--f.
(3). IF END PANELS ARE CONNECTED To BOTTOM TRACK, CONNECTION
-1 M,
SKAU IN OF "0- M.S. W/ 7/8'00/32' WING
1/40 2&1
NUT OF HUMBSCREW INTO TAPPED BOTTOM
0 rA OVIDFIAP'� TRACK. LOCAFFON OF FASTINIMS MAY BE AT EITHER OF TWO
EMMOR FLAT FLANGES OF END PANU_
OF (4)� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
TRACK (;jQA 670P BAR IS ONLY USM AT TOP) AT LEAST TWO
FT TFITFE! JEIJ�=JJEE�=TTI PANELS E L BE CONNECTED TO BOTTOM TRACK USING SPECS
lot f 4 1 W I I I A I I 1 1. 1 1 It I I I I I A I I I I I A I I I I 'a INDICATED ON A IN SUCH CASE� CONNECTION OF
1�1 MOTE 13
JILL.1 L -1 -I.L.L. L J J L L J j-1 _J_J_1_LJ_J PANELS TO BOTTOM TRA KaZ OCCUR At ANY PANEL LOCATIOW
014LY VAUD FOR LIVING
TE
S%AL�PNS
170 m,p.h.
_(SOE SECDON EZi & ALTERWNE EZIW ON SHEET
IZ1/18,
ZIW/18
TYPICAL ELEYABON EOR SERIES 2090 E-Z HANG STORM PANEL CD SYSTEM M
SCALE: 3/32-=l-
2.58rW OVERLAP 1/4* MIA. GAP
-1 WHOLE MMUM
17 Lit 7' 7"7 7
WAX. CAP
SECTION A -A
SCALF. 3/32"-l" "of V
EN %7 ikl_ FLORIDA BUILDING CODE (Ron With Velocity Hu no zorls)l
mm WAW. NA, 24 GAGE G&VAKIZED STIEEL STORM PANEL V.P.
ORION ft.
r44167
0) GLOBAL PROTECTION PRODUCTS, U.C.
STATE
Oi- Al 0 RID) 20-175
.41 SHM 17 Or it
INOWENGINEERING
ENGINEERING EXPRES930
PRODUCT EVALUAT113N REPORT
September 15, 2020
ApplicationNurriber. 1M9,1-R2
EX Project Number. 20-31543
Product Manufacturer: All American Shutters and Glass
Manufacturer Address: 1540 Donna Road
West Palm Beach, FL 33409
Product Name A, Description: 24g& Galvanized Steel Sloan Panels
Large Missile Impact Resistant
Scope of Evaluation:
This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida
Department of Business and Professional Regufation (Florida Building Commissloill Rule Chapter
6lG20'3,005, F.A.C., forstaliewlide acceptance per Method 1(d). The product noted above has been
tested andlor evaluated as Summarized herein to show compliance with the Florida Building Code
Seventh Edition (2020) and is, for the purpose intended. at West equivalent to that required by the Code.
Re-evehistion of this product shall be required following perfinerill Florida Suilding Code modifications or
revWonr,.
SUbStantlating Daft.
. PRODUCT EVALUATION OMMEUM
EX drawing OW-31543 litiod '249a Galvanized Steel Storm Panels (HVHZ & Non44VHZ)', sheets 1-5,
prepared by Engineering Express, signed & sealed by Frank Bermardo. FIX. Is an Integral part of this
Evaluation ReporL
. TEST REPORTS
Uniform static structural performance has been tested In accordance with TAB 202 test standards per test
report(a) #BT-ASG-1 7-0011 by Blackwater Tesfing, Inc.
Large n"le Impact resistance and cyclic loading perfiormanoe hes, been tested in accordance with TAB
201 and TAB 203 fast standards per test report(s) #BT-ASC-17-001 by Blaclovaterr Testing, Inc.
- STRUCTURAL ENDMIERING CALCULATIONS
Structural angineerfing calculations have been prepared which evaluate the product based on
comparative and/or regional analysis to qually the followEng design criteria:
1. Maximurn Allowable Spans
2- Minimum Allowable Spans
3, Minfrnum Gins Sepatellorn
4, Are-ftrSpecing
160 SW 121H AVENUE SUITE 106, DEERFIELD BEACm, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAM 0 ENGINEIRINGEXPRISS. CON
ENGINEERING ExPREss.com
OMPENGINEERtNG
Page 2 of*2
All American Shutters and Glass - 24ga Galvanized Sted Storm Panets
No 33% increase in allowable stress has been used in the design of this product.
Separation from glazing is not required W instillations outside of wind zone 4 and essential bdlkfo&
Impact Resistance.
Large Impact Residence has been demonstrated as evidenced In previously Rood tee roport(a). ancl is
accounted for In the engineering design of this product.
Wind Load Resistance
TIALS product has been desWrmd to fesist wind Joalds as indicated in the span schedule($) on Me
respective Product Evaluation Document #.a. engineering draWng).
Installation
ThIs product shall be Inaltalled in strict complance with its respective Product Evaluation Document O.e.
engineering drawing), a" with all components noted therein.
Product components shall be of We material specified in that product's rospeofivo Product Evaluation
Document O.e, engineering drawing).
LIM/tWons & Conditions of Use:
Use of this, product shag be In SAM accordance with the respective Product Evaluation Document O.e.
engineering drawing) as noted heroln.
All supporting host structures shall be designed to resist all superimposed loads and shop be of a material
listed In this productS; respective anchor schedule. Host structure conciftions which are not accounted for
In this. preducts respective anchor sottedule shall be designed for on a sibe-ispaciffic basis by a registered
professional engineer.
Ali components which are permanently installed shag be protected against corrosion, contarrinalion, and
other such damage at all times.
This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
Respectfully.
slow,
Us, 11
Frank Sonnardo, PE
ENGINEERING EWRESSO
#PEOW549 I Carl. Auth. 9885
160 SW 121- AVENUE SUITE 106, D9fRF1EtD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TsAm@EotGtwrzeottmrExPREss.com
EnGiTtEIKINOEXPRESS.COM
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INSTALLOON DUAILS F_QR
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RIEFIE OR
SERIES 2Q09 HAK-SMILPANELD
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7
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CONCRETE SLOOK
mom a Ir O_Q
114-0 TAPCOM HEX HM TEK
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ANCHOR 0 12* O.C..
EDGE OF
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9
9
Lo.
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1/2'
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1& RGLIMS W
iiii Ile =7
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2
If,
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To
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RIM
WAY
MAX.
PM, I'm
PAMEL 1.1340114
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Ir-WARAT"
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11 10 CLASS,
14=20.4
OF
It
it
IF
L
/2
TLOCK
T#POON ANCHOR
1/4-0 TOC
J&NCKOR 0 12 0. C.
--Pvn
2.4' WOOD
CONCRETE a
RI0UM
wifte
SCALE 3/a-l-
1W
SCALE 3/8-1-
i 7t
ty EN,5��
NOTE,& MIN. PANEL
FOR SHALL BE 2
a.441
Z
FLORIDA
.012" TLTM
BUILDING CODE (Moo N!jh Velocity Hu
24 OW GALVANIZED STEEL STORM PANEL
re, ZontI
ORION ft
1. INSTALLATION ARE ONLY VAUD MAX. A.S.D. DESIGN
PRESSURE RATING +/�- 4OLO ps.f. AND W--C* MAX
PANEL LENGTH.
T
STATE
I TES
GLOBAL PROTECWN PRODUCTS. LLC.
111,121/30"
WE'.
2. FOR NEW WDOD FRAME CONSTRUCTION.- WOOD
W 74 0-1worw"R
WAIL A. 313%
MEMBERS TO BE SOUTHERN NNE No 2. W/ SPIECIFIC
l,, A4"AP,
20-175
DENS" OF 045 OR EOUAL
ALL AMERICAN SHUTTERS AND GLASS
4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVFiz)
TO
TYPICAL VERTICAL MOUNT ELEVATION
?cT'S. ELEVATION
-OBSTRUCTION
---r (LOCATION MAY VARY)
PANILJ5 MAY BE NOTCH ED ATS qUI.11,11,1� CPTIONALY�'-21)MTCH
. Q A , -1)
PROVIDED THAT CONN LTSWITHWASMERE
ANCHORS ARE USE SATIS NGNUTS FASTENED 6
'W OVERLAPS @ M'DSPAN (USE
)ITIONI IN
APPROPRIATE SPAN TAEILEJ
VERTICAL MOUNT ELEVATION
/-2-'\ (NOTCHED PANELS)
\-i-1/ N.7,S. ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANIELS
MINNUM STORM PANEL SEPAIIATION FROM GLASS
(WH4 WRID ZONE 4 & ESSENTIAL FACILITIES)
DFERX`
ALLOWABLE
INSTALLATIONSLESS �UISTAUATAOUSGRFATER
P RESSURE
SPANRFotj
THAN 30 ABOVEGRAM' THAN SIT ASOVEGRADE
(PSF)
.1-30
M.0 in
6.fti. 2161.
130.0m
2.161.
6111. 2.161. 1
*/,45
23010in
-
6,0610 2,16 In
-20;.-6
;i-SIS
_1�
--s-0i im. 235 in I
1-60
83.2 In
=09 M:= 2531.
-1-0
59-1111,
2.n I.
In
15,12 1. 2,90t',
27A in
Sla In i
I OIL
_;;'
USW IN
VITRUSMS
GLASS SEPARATION NOTES:
1. MIRSPAN SCHEDULE WITH POSITIVEDESIGN LOAD TO DEM14ME
MINIMUM ALLOWABLE SEPARATION MOM THE OPM114G TO BE PROTELT13),
Z SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE WADS ONLY.
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT MGHE$t
IN"
LOAD
3, FOR INSTALLATIONS GUTSIDEOF THe HVMZ AND OUTS)DEOP ESSENTIAL
FACILITIES IN ASTM WIND ZONES A THROUGH 3,114E GLASS SEPARATION
SCHrDUUE1S NOT REQUIRED AND NO MINIMUM SEEPARA-TION FROM THE
PROTECTED OPENING IS !MIRFD.
MAXIMUM ALLOWABLE
DESIGN PRE5SURE$:
AS NCITEID IN DESIGN
DESIGN NOTES: SCHMULES
P IlVr:Qp NEGATIVE.D r E,15URESCALOULArED
jSe M THIS S Hr
E MM8 LIB DETERMINED PEP.
I. ACCO A RHTHE
SE" - ENGIMF .5E I
P.SSU
DETERMIED IN ACCORIDANCiilhICI H ASCE 7 AND 04APTER
1609 OF THE FLOP., DA BULL N; ODE LESS THAN
OR EQUAL ��t �&ITIUVFE OLR U t BE
QUIRE _, NEGATLE DESIGN
PRE T$TEC H IN FOALANY
ASSEMBLY AS SHOMM, -
GENERAL NOTES:
VISIT ECALC.10131543 0
&.7
zmg� WABLE SPAN SCHEDULE
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3. Arm =svku RRQUMO KA ALL OVILDOUt MOUNTS IN TAKE AMAW. WHERE SlIM CL(ASURAS &qt NOT
VRO WITH IRJAL� MOMMING CONDATIOM REQUIRED lEAt$LhnDN FWAoll MISS S� W Pell Dltr� 7
TABLjE �
To 80TH 22" (otTTH M IVITICIF SmcHI TS) A%b 240 P�, & SAITH ATAH PA00rL
FASTAMARS $2 S� OIL G.ZV O�C
5. "Aits mxY A� Air MINI� UmNG olie (1) op no oprlo� 10P ok sorro" OL� nt,
OPTIONAL INTERIOR FASTENING DEWL
9 AL EGRESS PANEL DETAIL
M RUM FASTENING
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ANCHOR SPACING SCHEDULE:
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48
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ANCHOR NOTES:
1. ANCHOR SCHEDULE APPLIES 70ALL PRODUCTSCIERTIFIED HEREIN, BUT ONLY PROVIDES
WjIMuM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWA13LE SPANS AND PRESSURES INDICATED
IN SPAIN SCHEDULE SHALLAPPLY
2. EWER ANCHOR SCHEDULE bA5EDON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE
11ATERIA.- IS ANCHOR T ELECT DE LOAD GREATER THAN OR EQUALTO NEGATIVE 11151GIN
LOAD 0. . ANDUT SR. G=N
THAN OP. EQUALTO SHUTTFA SPAN -SELECT
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
SHIEFT 2 FOR IDENTI FICATION OF
1 'PANEL FASTENERS" ARE SMD5 USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
rr_TAACK, STUDDED ANGLE, ETC .1. USE 6.25'0.C. PANEL FASTENERSPACING TABLE VALUES FOR
ALL'H'-Ar4D'U*-HEADERSO\'CLUDINGSUiLbc)LrrC.oNDntcNs).
4. AN04ORS SHALL BE INSrALLEDIN ACCORDANCE WITH KANUFACrURERW REOD14MENDATI
S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM CW BLOCK-
6. MINIMUM EMBEDMENT SHALL 13E AS NOTED IN ANCHOR SCHEDULE.
7. MINIMUM EMB
FINISHES WALL FINISHES SHALL BE LIMITE 4
ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
13� CONCRETE AN04ORS NOTED HrREIN SHALL BE EMBEPDEO:TO UNCRACKED CONCRETE
9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EX151ING CONDITIONS MAY VARY. FIELD
VERIFY THAT FASTENERSARE INTOADEQQATF WOW FRAMING MEMBERS, NOT PLYWOOD'- FASTENM
TO PLYWOOD IS ACCEPTABLE ONLY I`OR $ME CLM R E PIECES.
Ic. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMLL BE LOCATED IN
,,ENTER. OF NORMAL 2" X 4" (MIN.) INCOD, STU D (Y44 FQG E DISTANCE IS ACCEPTABLE FOR WOOD
RAMING). WOOD STUD VALL BE -SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW
E_U
.AALLHAVEPHILLJIPSPAN EADORHEX"EAD.
I. REMOVABLE ANCHORS ARE: DEWALT PANELMATIE, ALL -POINTS SOLID -SET & BRASS BUSHING.
L� MACKNE SCRE)NE, SHALL HAVE I/V MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
AIWM AND KAY HAVE EITHER A PAN HEAD, TRUSS HEXg�)SRTWA0F0ER0ME0ATDH K UXT) U NLO.
WMUM EMBEDMENT AND EDGE� DISTANCE E (SMEMLFI
13. XCLU UC R ERW NrSHES.
14 * ggg DMIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
15
DIRECT M NTING N5_
LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ATIO-KIR SCHEDULES LISTED ON
THEM 1HEET.
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