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INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1.1
FIRST FLOOR PLAN
1.2
SECOND FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4.1
FIRST FLOOR ELECTRICAL PLAN
4.2
SECOND FLOOR ELECTRICAL PLAN
5
6
7.1
7.2
ROOF PLAN
FOUNDATION PLAN
FLOOR/ROOF FRAMING PLAN
ROOF FRAMING PLAN
ABBREVIATIONS
AB or A.B. Anchor Bolt
FIX or FXD Fixed
RA or RJA or R.A. Return Air
ABV or Alov.
Above
FLR or Fir.
Floor
RAD or Red.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAG or Rag.
Return Air Grill
8
LINTEL PLAN
ADJ or ADJ.
AFF or A. F. F.
Adjustable
Above Finished Floor
FOM or F.O.M.
FP or F.P.
Face Of Masonry
Fireplace
REC or Rec.
RECEPT
Recessed
Receptacle
SN
STRUCTURAL NOTES
AHU orA.H.U.
Air Handler Unit
FR DR
French Door
REF or Ref.
Refrigerator
SN1
DETAILS
ALT or ALT.
BC
Alternate
Base Cabinet
FRT
FT or Ft.
Front
Footl Feet
REINF
REQD or Req'd.
Reinforcing
Required
S3
DETAILS
BF
Bifold Door
FTG or Ftg.
Footing
RM or Rm.
Room
S4
DETAILS
BK SH or Bk Sh
BLK or BLK.
BookShelf
Block
FXD GL
GALV or GaIv.
Fixed Glass
Galvanized
RND or Rnd.
RO or R.O.
Round
Rough Opening
S5
DETAILS
BLW or BLW.
BM or Bm.
Below
Beam
GC or G.C.
GFI or G.F. I.
General Contractor
Ground Fault Interrupter
RS, R/S, R/SH or R&S
Sc
Rod and Shelf
Solid Core
S6
DETAILS
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
ST
STAIR DETAILS
BP or B.P.
BRG or BRG.
C
Bypass(door)
Bearing
Carpet
GYP BD or Gyp. Bd.
HB
HC
Gypsum Board
Hose Bibb
Hollow Core
SGD
SH or Sh.
SHT
Sliding Glass Door
Shelves
Sheet
SS
D1
RETROFIT DETAILS
DETAILS & SECTIONS
CAB
CIR or Cir.
Cabinet
Circle
HDR or Hdr.
HGT or Hgt.
Header
Height
SHWR or Shwr.
St. or S1
Shower
Side Lights
D2
DETAILS & SECTIONS
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
WP
WATERPROOFING DETAILS
CLG or CIg.
CMU
Ceiling
Concrete Masonry Unit
HORIZ
HS
Horizontal
Hard Surface (flooring)
SPF or S.P.F.
SQ FT or SF or S.F.
Spruce Pine Fir
Square Foot (feet)
PA1.0
PRODUCT APPROVAL NUMBERS
COFF or Coff.
Coffered or Tray Ceiling
11-0
In Lieu Of
SQ or Sq.
Square
PA1.1
PRODUCTAPPROVALNUMBERS
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
PA1.2
PRODUCTAPPROVALNUMBERS
COMP or Comp.
CONN or CONN.
Compressor
Connection
KMALL or K/Wall
KS or K.S.
Kneewall
Knee Space
SYP or S.Y.P.
TB
Southern Yellow Pine
Towel Bar
L1
PA1.2
PRODUCTAPPROVALNUMBERS
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
PA1.3
PRODUCTAPPROVALNUMBERS
CSMT
CT or C.T.
Casement
Ceramic Tile
LAV or Lay.
LF or L.F.
Lavatory
Linear Ft.
THIKN or Thik'n.
TOB or T.O.B.
Thicken
Top of Block
PA .4
PRODUCTAPPROVALNUMBERS
D or D.
Dryer
LL
Lintel Length
TOM or T.O.M.
Top of Masonry
SH1.0
HURRICANE SHUTTER PRODUCT APPROVAL
DB
DBL or Col.
Door Bell
Double
LT
MAS or Mas.
Laundry Tub
Masonry
TOP or T.O.P.
TP
Top of Plate
Toilet Paper Holder
SH1.1
HURRICANE SHUTTER PRODUCT APPROVAL
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TR
Towel Ring
SH1.2
HURRICANE SHUTTER PRODUCT APPROVAL
DEL. or Dec.
DED or Ded.
Decorative
Dedicated (outlet)
Mc
MFR or Mfr.
Medicine Cabinet
Manufacturer
TRANS WDW or Trans.
TYP or Typ.
Transom Window
Typical
SH1.3
HURRICANE SHUTTER PRODUCT APPROVAL
DIA or Dia.
DISP or Disp.
Diameter
Disposal
MGT
MIN or Min
Management (mom)
Minimum
UC or u.c.
UCL
Under Counter
Under Cabinet Lighting
SH1.4
HURRICANE SHUTTER PRODUCT APPROVAL
DIST or Dist.
Distance
MIR or Mir.
Mirror
LINO or U.N.O.
Unless Noted Otherwise
SH1.5
HURRICANE SHUTTER PRODUCT APPROVAL
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
V or v,
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro.
Microwave
VERT or Vert.
Vertical
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VL or V. L.
Versalam
DVP or D,V.P,
Diverter Valve (plumbing)
CE or O.E.
Owner's Entry
VTR or VTE
Vent through Roof / Exterior
DIN or D,W.
EA or Ea.
ELEC or Elec.
Dishwasher
Each
Electrical
OPNG or Opn'g.
OPT or Opt.
PC
Opening
Optional
Pull Chain
Worw
W/ or wl
WA or W.A.
Washer
With
Wedge Anchor
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
E LEV or Elev.
EQ
Elevation
Equal
PED or Ped.
PH
Pedestal
Phone
WC or W/C or W.C.
WD or Wd
Water Closet (toilet)
Wood
MEAN ROOF 30 FT. HIGH TYPICAL
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WDW HDR or WDW. HDR.
Window Header
FOR 2 STORY HOMES
EXP or Exp.
EXT or Ext.
Expansion
Exterior
PL or P.L.
PLF
Parallarn
Pounds per linear foot
WH or W.H.
WIC or W.I.C.
Water Heater
Walk-in Closet
THIS DRAWING AND DESIGN IS VALID
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FOR 12 MONTHS AFTER THE DATE IT
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WIR
Water Proof(ing)
IS SIGNED AND SEALED OR WHILE
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
CURRENT CODE IS VALID
FG
FIN
FIN FLR or FF or Fin. Fir.
Fiberglass (Shower Pan)
Finished
Finished Floor
PT or P.T.
PW or P.W.
PWDR or Pwd.
Pressure Treated
Pre -wire
Powder Room
WWF
Welded Wire Fabric (Mesh)
REV. 06.23.22
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
PLAN
REVISIONS
DATE VERSION DESCRIPTION
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
08-20-15 1.0 NEW BASE PLAN
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
01-04-18
2.0
2017
FBIC UPDATES
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
01-31-18
3.0
AELE\/ BEAMS ILO LINTELSAT ENTRY.
undetected and not reported to the Designer I 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
02-27-20 4.0
RELOCATE ATTIC ACCESS
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.
12-19-20
5.0
FBC
2020 CODE UPDATE
Payments will be made in accordance to the terms of the
agreement.
11-29-21 6.0 ADDED ELEV KLM PER C.M.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edifion. Engineer's signature and seal is on y for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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25-SH MT=
VERIFY METER
TYP @ 2 STORY LOCATION WITH
BUILDER
31'-8"
16-0"
�H.B. T-O"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
- 2X8 #2 SYP W/ 1/2"
<e>(2)
FLITCH PLATE
(2) - 2X10 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
I
, Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25i
S.H.
13
20 X 38 J
18 JX 37 J
S.H.
14
20 X 501
18 4 X 50
S.H.
15
20 X 63
184X621
S.H.
16
20 X 72
18 J X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
11-13
27 1/4 X 38
26 x 37
S.H.
11-14
274X501
26 x 50
S.H.
1115
27JX63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 J X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 J
36 4 X 50
S.H.
25
37JX63
36 J X 62 1/2
S.H.
26
37JX72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73 WIDE
S.H.
32
54 X 26
52 X 25 J
S.H.
33
54 X 38 J
52 4 X 37 J
S.H.
34
54 X 50 J
52JX50
S.H.
35
54 X 63
524X 62 4
S.H.
36
54 X 72
52 JX 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
FIRST FLOOR PLAN - ELEV-Al
SCALE: Y4"=1'-0"
General Notes
R302.5 Dwelling/Garage Open ing/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17. 1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic , crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
rb"'
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
E
+26.6 -29.1
V
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
=""
PH
9
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
TYP. 2x FRAME WALL
BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY'ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING AREA 1324
SECOND FLOOR LIVING AREA 1768
LIVING TOTAL 3092
GARAGE 496
ENTRY 55
TOTALAREA 3643
PATIO 24
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
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HEADER SIZE
REMARKS
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FLITCH PLATE
(2) - 2X8 #2 SYP W1 1/2"
FLITCH PLATE
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(2) - 1 3/4" X 16"
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(2) - 13/4" X 7 1/4"
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(2)-2X4#2SYPW/1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
I
, Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25i
S.H.
13
20 X 38 J
18 4 X 37 J
S.H.
14
20 X 50 J
18 4 X 50
S.H.
15
20 X 63
184X621
S.H.
16
20 X 72
18 4 X 714
S.H.
1112
27 1/4 X 26
26X254
S.H.
11-13
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26 x 371
S.H.
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26 x 50
S.H.
11-15
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26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
364X25 1/2
S.H.
23
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36 4 X 37 3/4
S.H.
24
37 J X 50 1
364X50
S.H.
25
37 J X 63
364X62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73 4 WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 381
52JX 371
S.H.
34
54 X 501
52JX50
S.H.
35
54 X 63
52 J X 62 J
S.H.
36
54 X 72
52 J X 71
S.H.
39X59
40X59
N/A
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79 X 59
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S.H.
SECOND FLOOR PLAN - ELEV-Al
General Notes
R302.5 Dwelling/Garage Open i ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
LIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
rA
+29.7 -32.2
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+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
Ll SEE SN SHEET
SEE SN SHEET (�
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
loss,
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING AREA
1324
SECOND FLOOR LIVING AREA
1768
LIVING TOTAL
3092
GARAGE
496
ENTRY
55
TOTAL AREA
3643
PATIO 24
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 9 - R
R-1 9 KRAFT FACED
CONDITIONED CEILING
I GARAGE SEPARATION
SCALE: Y4"= (GARAGE / LIVING)
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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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STAIR CALCUTIONS:
TOTAL RISE= 1 0'_0 314"
(16) RISERS AT 7 9/16"
10" TREADS w/ 1" NOSING
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
STAIR SECTION
SCALE: 1/2`"=1'-0"
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
16070 OVERHEAD DOOR rF22'� 3068
\\ F�l (1)
FRONT ELEVATION - A1_
SCALE: 1/4"=T-0"
RIGHT ELEVATION - Al
SCALE: 1/4"=1'
ILE ROOF PER
PECS - INSTALLED
,TURERS
NS
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
* PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
or as er.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1063 orC1787, oras otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lath! ng Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"A" crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with I" dabs @ 6" O.C�
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
ontrol Joints: Install control joint lathing accessories in
conformance with C1 063. Lath shall not be continuous through
I
All accessories shall be in a rdance with the latest ASTM
C1063 & ASTM C1861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions, Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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Residential 7th Edition. Engineers signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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.ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES,
Exterior Covering
R7031 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1063 or C1 787, or as otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less then three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, fell shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingte-fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
ontinuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
EV. 09.24.21
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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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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 -
Residents[
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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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES. -
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39'AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in 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 ANSI/LIL 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 AIC 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 R4601.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where Installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
1424
r_�
DUPLEX CONVENIENCE OUTLET
I zd�'
PEPF-
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
(b .
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
GD
(1) PHONE LINE, (1) DATA PORT
15OA/200A INDOOR
NEMA 1
150 AMP/
200 AMP
o lights & oullets
D appliances and GFI
oWH
Range
HVAC
50�4'100 in 2" Conduit
p r2oo
200 am
150 amp
UNDERGROUND IDis
SERVICE BY POWER CO.---,
INTERSYSTEM
BONDING
TERMINATION PER
4 Bare Cu Ground
NEC 17, 250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/LITILITY COMPANY.
VERIFY METER
LOCATION WITH
BUILDER
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drawings, comply with the 2020
Florida Building Code
-
Residential
7th Edition. Engineer's signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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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.
15OA/200A INDOOR
PANEL CENTER
to fights & outlets
to appliances and GF1
to Range
to HVAC
-16
10�2
p JF200�4'100 in 2" Conduit
200 am
150 amp
UNDERGROUND
DDisE
connect
SERVICE BY POWER CO.
INTERSYSTEM
4 Bare Cu Ground
BONDING
44 GROUNDING WIRE
C
TERMINATION PER
WITH CODE APPROVED
NEC 17,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted,
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
1. Electrical outlet heights as measured from finished floor to center fine of the box to be: 16" AFF (general).
CODES AND THE LOCAL POWER/UTILITY COMPANY.
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217.
6. Provide AFCl's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
pq5l:
DUPLEX OUTLET ABOVE COUNTER
1 4:�
r1=1"W.P.
WEATHERPROOF DUPLEX OUTLET
QG.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
[Q=
HALF -SWITCHED DUPLEX OUTLET
1 491%
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
RCH
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
—MI=L
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
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(1) PHONE LINE, (1) DATA PORT
SECOND FLOOR ELECTRICAL PLAN - ELEV-Al
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the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential An Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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ATTIC VENTILATION CALCULATIONS - Al
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
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needed
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soffit
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needed
ventilators
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Upper
16
2
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250
876
63
438
516.0
240.0
276.0
(Zone 2)
"NOTE —
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
)NE-1
-TIC SPACE
SQ. FT.
Aftic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
e LOMANCO DECK -AIR (Shingle RoofI - 9 SQ. IN. OF NET FREE AREA / FT.
'*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
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Engineer's signature and seal.
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SCALE: Y4"=1'-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F- OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
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GABLE END
SCALE: 314"= V-0"
STRUCTURAL
SHEATHING (SEE C/S6
FOR NAILING INFO.)-
2x CONT, W/ (2)-12d
NAILS @ EA. TRUSS--
2X4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END
8d NAILS @ 24" O.C.
TO BLOCKING
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
SEE PLAN
TRUSS BRG.
CONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
L-STRUCTURAL
SHEATHING
CO�3 CANT FLOOR TRUSS CONN-
SCALE: 314" = V-O"
I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
VIND SPEED (ULTIMATE) 140 0 MP
VIND SPEED (ALLOWABLE) 1..�4 MPHI::
�XPOSURE CATEGORN
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEET) (-) VALUE DENOTES SUCTION - a=4ft [4:12]-[12:12]
AREA Kuur* I I 4e 2n zr .3 .3e 3r
HIP -35.94 -49.57 -49.57 49.57 1
10 —1
r GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 1
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 �%) or 1%2" EXP. 1 (3346)
TILE: 19/32" EXP. 1 (1�1'6)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE ROOF > 20 TO 45 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
-AM TO
T DGE
:-AM TO
T DGE
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"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 1 Od x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Od x 1 1/2"
RT1 SA
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HID ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8' ANCH. 1(26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 1 Old X1 -1/2
K
HD313
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8"-DIA. BOLTS
L
VGT R/L
2225
1600
wl (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4-
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATIR
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
IN
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
--
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
172013125
30 - 16d x 3 1/2"
HUS28
2950/5090
--
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Old x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-112"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED w/
SIMPSON SET w/ 12"MIN.
EMBEDMENT .
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
—
—
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ LISP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WIEDGE-
BOLTS (2-PLY) OR (32) 1 C
SINKERS FOR FRAME
"V
HTS20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
1 555
535
10 -10d
SPT22
735
8 - 10d
SP2
1010
605
12-10d
SPT24
1090
12-10d
HCP2
590
555
12-1 Od x 1 1/2"
HHCP2
6An
S70
(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 AREA'S & 24"
OC FOR CARPET AREA'S I
DROP HIP DETAIL
2-0-0 MAXILIM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-)
STEN CH (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) 2X4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING
TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5%0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
1k
OR 2 PLY
ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR/ROOF FRAMING PLAN - ELEV-Al
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To the best of the Engineer's knowledge, information and belief,
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Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineees
signature and seal.
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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.
WINDAREA VALUE DENOTES PRESSURE [4:12]-[12:12]
(SQ FEET) (-) VALUE DENOTES SUCTION a4ft
AREA ROOF 1 2e 2n 2r .1 ae 3r
HIP -35.94 -49.57 -49.57 -49.57
10 j GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM 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: Y16" EXP. 1 1?%) or 1V32" EXP. 1 03�16)
TILE: %2" EXP. 1 (3�116)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"x 0,131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=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 1 112"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 112"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 1 Od x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
1 18 - 10d x 1 1/2"
RT16A
1020
—1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (118) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
W/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
—
J
HTT5
4350
3740
StF ANCH. / (26) 10dxl-1/2'
HTT5
5795
5/8"ANCH. 1(26) 1 Od x1-1/2
K
HD3B
3130
3050
5/8"DIA. BOLTS
TD5Zi-_TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
1 W/(16)1/4'xYS_DS____
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4-
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8' ATR
—
M
VGT - F
4940
3555
w/ (16) 1/4"x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 wl (110) 1/4-
x21/2"SDSWOOD
SCREWS & (1) 5/8' ATR
N
LUS26
1165/1060
10051915
8 - 10d x 3"
JUS2-6—TOOO/1080—
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2'
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-112"
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 5010-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Old x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON 'SET'
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
W/ (32) 16D SINKE—RS&
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
—LUGT2
31 00-M 4520-F
3100-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
245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535 1
10 - 10d
SPT22
f3 _5
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
SCIn
12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET 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) 2X4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OF
INTERSECTIONS. SPLICING 2
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
ARRIER
2 PLY CARRIER t ---(A)
x CONT LEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-Al
SCALE: Y4"=V-0"
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To the best of the Engineers knowledge. infonnation and bell ef,
the structural plans and specifications contained within these
drawings complywith the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels IT-4" and
longer with a nominal height of 8" meet or exceed JI 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MATERIALS
T-fc-p-re-c-as-Mintels = 3500 psi.
2. fc prestressed Intels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
Minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
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)
W #2 SPF STUDS @ 16" O.C. W/ (2)
SIMPSON MSTAM36 STRAPS EACH
STUD ((1) STRAPS EACH SIDE)
CENTERED W/ (13) 10d NAILS & (8) Y4"
TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16- O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
WIY2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
0
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REBAR
INDICA
M.U.
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturers specifications for in;t.11.,ion.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementibuos coating. See contractor specifications
LICTURAL SHEATHING
ACHED PER NAILING
IEDULE
E PLAN
VALL
NOCKOUTCOURSE
1) #5 CONT.
PLAN FOR FILLED CELL
.CING
WALL SPLICE DETAIL
SCALE: 1" = 1'-0"
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, 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
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Engineers
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY ]I 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. LCUVERED 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 (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 244NCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1,� INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1 -14.
1.2. DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 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
TOP CHORD: 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 WIO LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 2130 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. WIND LOADS:
2.4� 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR"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:
3.3.
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
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-1-P CONCRETE FORMED AGAINST EARTH:
C-1-P CONCRETE EXPOSED TO EXTERIOR:
C-1-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 ft)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10'AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32"EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES,
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI1TPI 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
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148', 12d = 0.148", 16d = 0,162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.i.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate 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
T-O" away from the building side walls.
3. Irrigationts
grinkler systems includin� all risers and
E f,
spray hea s shall not be installed wi hin V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must De
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Clncretxeteov and mortar along the foundation perimeter
ree rie
op
so�
must be removed be o I treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
b licensed pest control company before a certificate of occupancy will e issued.
Tgeacertificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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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 -
Residenbal 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH
WALL SHEATHING
........... . .................
..... ....... X: . 11..,...........,., 1 1 - . W .....
��:. �� t�
.........
......
... .........
...........
...........
16GAxl-1\2" LONG (3/4%1" CROWN) .... ..... ...... ....
STAPLES @ 6" O.C. VERT BETWEEN ....... MAX. ...... 16GAxl-1/2" LONG (3/4%1"
../i .........
STUDS (NOTED THUS:-) - OFFSET V CROWN) STAPLES @ 6"
STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS
(NOTED THUS:-)
V
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
101-011
TANK -LESS W/H
CORNER OF
HOME-,/17 H C G
GARAGE SIDE 000
U)
51-01' <
V 0
- C)
STU B-OUT FOR "i
CD
GAS METER 0
0
0
:C
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
71-51'
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
—
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8- @ 24" O.C.
11.-011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13-4-
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL-� STD. 90' HOOK BOND BEAM
LU
STD. 90o CONT.
CONT. #5 BAR
BAR HOOK F-
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'
i
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKINGfTJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @
INT. BRIG. WALL
N.T.S.
1/8" min. I Small 2" min.
2" max
gap
"
.
max.
7L�Clinch nails
when
possible
7
web !stiffener
1) Support back of web during nailing to prevent damage to
web -flange connection.
2 Tight
Block solid between joists for full length of span.
fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB
in.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
required when indicated or 4" max.
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor c-1,unn w/ lnneiez
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
L'
*Non -stacking walls
over squash=20 blocks and
0
require additional
wall or beam below.*
consideration, Check
local building
code for appropriate,
details in
One 10d box
k
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2A minimum)
Bearing wall, Versa -Lam LVL or
(D
Glularn Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
Use 3" (10d) nails at 6" o.c.
Provide adequate bearing
for each lapped joist.
Od nails
ON @ INT. BRIG. WALL
SECTI
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
NOCK
OUT EXEMPTS)
(see table below) D
(see table below)
L
higher than 15001b
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls for vertical load transfer
when load bearing - for lateral support when joists
2
meet over wall, or wall stacks directly over wall or
Web Stiffener Fastener Schedule
Joist Bearing Location
Series Depth End Intermediate
BC1 5000s!
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
F 14'�--2--8d
BCI 6000s@
BCI 6500so
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d i
14"
2-8d
5-8d I
16"
2-8d
6-8d I
BCI 60sP
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
--
16"
2-8d
6-8d
1
BC19 0B@
11-7/ 81'
3-16d
I 3-16d
-
14'
5-16d
5 -16d
16"
6-16d'
6-16d
SIMPSC
w/ (22) -
NAILS 1
5/8'T
THRU
BOLT
SIMPS(
w/ (22) -
NAILS 1
RTRUSS
OP PLATE
I,C
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
Plumbing
META12 TSS INSTALLATION
==Z-J11-
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
"'lu
'oc'
Whe
&13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
E
3" max
JOISTS OFFSET
Us
e 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
quire additional consideration.
re
0-
-0
CID
-DO NOT CUT HOLES
A ROUND HOLE MAY 6- 6"
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN
THE WEB. PROVIDE AT 70 t-ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
8
T-0`
I �-I
I'-Z*
V-2" 1
V-3'
T-3r'
1-7'
1!-11"
7-4' 1
2-9'
3-7
1 3-7'
Any 16'joist
12
1'
T-11"
1'-71
T-7'
1!-3'
1'-9'
7-4'
11.
7-1
3-7'
4�-2'
4-9'
6-4-
Span (11t)
16
11-U.
11�411
tT-11"
11-7
1!-2"
V-7
2-6 .
3-2'
3!-10 1.
4-9'
1
6-7'
6-4'
7-7
20
T-C'
1�-I"
T-Z'
1!-2-
2-U'
3-9'
44Y*
4'-10"
6-11"
6-11"
7'-11'*
9-11"
24
T-9'
V-Z'
1!-3"
2-6-
3-7-
4-9'
9-10"
T-Z'
8-4'
9-6'
10'-9'
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2"KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S
JC
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) —111-111-111-11
Nail with 10- 1 Od nails.
Install tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
� a .
.;, -
4
4*
FOUNDATION INFO
STEM FOUNDATION
Filler block.
Nail with
10-10dnails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
9
1/4" 2" ap
Ali
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottorn of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
epth
0 6 X Joist
d
I -JOISTS BUCKETS
N.T.S.
GRADE
r-REINF. SEE PLAN
'Z-AIC CHASE 4- �PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
'2�1 S.P.F.
SIMPSON H10,
�/�
w/ (18) 10d x 1
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
LOCATION OF
SECOND H10A
(WHEN
REQUIRED)
PLUMBING LINE
PVC OR SCH40 SLEEVE
12" BELOW
GRADE PIPE VERTICAL THRU FND.
(2) #5's x 4%0"
TOP
CENTERED @ PIPE
PENETRATION-\
PVC OR SCH40 SLEEVE
-PLUMBING LINE
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0. PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
FF
A 4,1
4
44 .Ctf-
1511 M . 4
A
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SIZE & REINF.
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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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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
7— --6;d
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 Yj- GYP.
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
TYPE "X" @
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS.
CONNECTIONS.
8"x8"x1 6" NOMINAL BLOCK WITH
TOP PLATE
S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
TOP PLATE
2x BLOCKING HORIZONTALLY@
(12) 1 Od NAILS x S.P.F. (OR EQUAL) STUDS @ 16"
O.C. U.N.O.
SIMPSON SP2 w/
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
1/2" CDX PLYWOOD OR 7/16" O.S.B.
(12) 10d NAILS
U.N.O.
FOR UNDERLAYMENT
@ 16" O.C. W/ (2) 10'-0" (R302.1 1)
16d TOENAILS T & B
SHEATHING REQ'D. FOR ALL ,.---2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4' (R302.1 1)
5/8" x 10" "J" BOLT
70016" PLATE WASHER
@ 24" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
(TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"x`12" TITEN
HD @ 24"
PRE ENGINEERED WOOD
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND 12" O.C. FIELD
O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
SLAB & BLOCK
@ @
"SIMILAR AT FOUNDATION
ONLY"
ROOF FLASHING AND ROOF FLASHING
HURRICANE ANCHOR @ EACH
@ 6" MAX FROM END OF 2 x PLATE E
IMPSON SP1 w/ (10) 1 Od NAILS
5/8" x 10" "J" BOLT @ 24" O.C. W/
SIMPSON SP1 w/ (10) 1 Od NAILS
IF NOTED, THIS REFERS TO THE
COMPONENTS TO BE IN ACCORDANCE
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Z!
2x3/16" PLATE WASHER (TYP.)
STEP, SIZE OF FOUNDATION AND
w/ R903.2, FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.) Cn
A WWF OR FIBERMESH
471)
ELEV. 0'-0"
OIL
(ALT: 1/2"x`12" TITEN HD @ 24" 2x P T BOTTOM PLATE
REINFORCEMENT AND
WILL NOT x P.T. BOTTOM PLATE
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
L �H
A.F.F. "F
O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4
INCLUDE THE WALL
1.4
A
SHINGLE ROOF, SHINGLES TO
a
211 WWF OR FIBERMESH
@ 24" O.C.)
ATTACHMENTS
/6x6Wl.4xW
2' WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
la -
M
z
ELEV. 4-3 1/2"
3 1/2" M IN.
3 1/2" MIN.
D3161-CLASS F, IN
I rm�, IV
I 1 11
2x4 CO NTZ
A.F.F.
U_
12
ACCORDANCE wl TABLE
b
-1 L 1/2"(mii
1>
2� A in.)
h P 1 2"(m .4"
TYP.) V ARIES
P 17
R905.2.6.1, FLORIDA BUILDING
00 4 1 �l 1 6
(3
lop
;0
WT7
-Z(T:y
CODE 7TH EDITION (2020)
GARAGE DEPTH VARIES
1/2"(min.).- 4:',
RESIDENTIAL
ROOF SHEATHING - SEE
INSULA 1,� 1
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
(2) #5 CONT.
4" 1141, 8"
On N TT
(2) #5 C 4"' -4
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT K`G G�
GARAGE SLAB AT STEP rB
1
U.N.O. MIN.
TYPICAL BEARING WALL STEP (@ SHEARWALL ('�C�
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP ("CC
ELEV. VARIES
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ',,, �3
SCALE:
3/4"=V-0" �3
"SHEAR WALL" SCALE: 3/4"= �3
SCALE:3/4"=1'-0" �3
5/8" OR 1/2" HIGH---"---
ALUMINUM DRIP
0
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
LEDGE
ALUMINUM FASCIA
GYP. TYPE "X" @ GARAGE
\12' �2x
W/A HABITABLE ROOM
N.O. SUB FASCIA
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
,
ABOVE) W/DRYWALL
EE STRUCTURAL
NAILED W/ 8d COMMON NAILS @ 4" O/C
SCREWS @ T' O.C.
SOFFIT SHEET SS
2x S.P.F. S S 16" O.C.
BOUNDARIES, 6- O/C EDGES, AND 12" OtC FIELD.
16"
CEILING & 8" O.C. WALLS
-
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ O/C
0\
�1 50 1
8"x8"X16" KNOCK -OUT
LOADBEARINGOR
INSULATION PER FBC AND ENERGY
2x BLOCKING HORIZONTALLY@
INSULATION PER
BLOCK W/ 1#5 CONT.
EXTERIOR WALL 8" C.M.U.
. /_
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
CHART ON FLOOR
FILLED SOLID W/GROUT
1
"x P T STUD
-
2x BLOCKING HORIZONTALLY@
APPLICATION
NOTE:
SEE SECTION C/S3 FOR 1 U-101" (R302.1 1)
PLAN
#5V ERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
2K
ADDITIONAL INFORMATION
1x2 P.T. HORIZONTAL
8" C.M.U. TYPICAL
SEE CC/S3 OR C14
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2" GYP WB (MIN.) @ GARAGE
NAILER
G/S3 FOR ANCHOR
"J"
5/8- x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW-90 NOOK DETAIL
SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
STD. 90-HOOK (SEE DETAIL)
TYPE "S" MORTAR
BOLTINFO. 5/8"x6" BOLTS BOLT
(IF NO UP LIFT ON @ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
1 Od NAILS
- 5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE O.C. W/7" EMBEDMENT (MIN. SHEAR
ARCHITECTURAL
FINISH
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
6 x 6 W1.4 x W1.4 WWF OR
2X FIT PLATE
20" MIN. LAP [24' MIN. LAP]
X
#5 REINFORCING x
3500#, MIN. TENSION 2600#)
SPACE ANCHOR
SPACED EVENLY
w/ (10) 1 Od NAILS
FIBERMESH
WEEP SCREED INSTALLED
X _j
BAR
BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
TYP.
2x P.T. P LATE
PER MFR INSTRUCTIONS
11�
0
END OF 2" x PLATE WWF OR FIBERMESH Cl)
41 r I
1x2 PT WD FURRING @ 24" O.C.—/
ASSUMED FINISHED
E I A
#3 OR #4 REINFOR'CING BAR
X LU
/ 0
t - - t. ", :��, 11 - . (P
-on =
GRADE
C. . . \ .11 . .
. . .. .
;i
GRADE
#3 & #4 LAP SPLICE
40 MIN. Fy= 40�ksij _j
CL
1, - . . . - . 7t
A
1/2" GYPSUM WALLBOARD'�
1>
I -
FINISH GRADE 80 2
[GRADE
Fy= 60 i (n
60 MIN. Fy= 60ksi] CL
9
U.N.O.
5
(1) # VERT. IN FILL
CELLS(SEE
MONO OR STEMWALL-11-1
25" MIN. LAP [30" MIN. LAP]
Uj
FOUNDATION PLAN
FOOTING MONO SHOWN
00
6 MIL VAPOR t>
C?
�xxl 04 7'�� 7�R� A j
uj
Cn
A
FOR CLARITY
R 17/8"
I I Ir"LLI
FOR LOCATIONS)
#5 REINFORCING BAR
1x4 P.T. BASE NAILER
4"x4" INSPECTION
2�
2
#5 LAP SPLICE
(2) #5 CON
3 1/4" BASEBOARD
PORT AT EACH
NOTE:
*FOR BEARING WALL
COMP. SOIL. (COMPACTED TO
36' MIN. LAP [36- MIN. LAP]
ON 3"CHA 11-411 811
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
I V 14�
10"
(TYP.)
MIN. 2500 PSI CONC. SLAB
MIN PSI MAY VARY PER
ce) AT GARAGE CONTRACTOR
D1 557)
4" V-4"
Ir , ,, — ' ' 1 '1
----#6 REINFORCING BAR
#5 STD. 90 HOOK
MUNICIPALITY.
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
CONCRETE SLAB W/ 6X6
W1.4XW1.4 WWF OR
/—NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION
rD
TYPICAL EXTERIOR FRAME WALL FOOTING rE
REBAR DETAILS
WALL w/ UPLIFT rG
"FIBERMESH"
wl DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
� �3
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/4"=V-0"
1\�, �3
SCALE: N.T.S.
'I"I �3
1
SCALE: 3/4"=V-10"
E
SLAB INFORMATION.
SLAB INFORMATION.
13�
AD
A t.
- 2�
002
VARIES
6 x 6 W1.4 x W1.4
SEE PLAN
__�
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
o,
le
3 1/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/ (3)
. . . . . . [ WWF OR FIBERMESH
6 M I L VAPOR
z
min.) 4"--\
z
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
�7
BARRIER 4
4 / . . A
10 .. . a _�i
GRADE
AT 24" O.C. MAX.
SEE PLAN FOR
CONNECTION INFO
.. A
iy
COMP. SOIL.
00
I=JRE�W:
'LL F_F7
J111,
TOP OF BEAM mV
& LAYOUT DESIGN
.
Lu
(COMPACTED TO 95% :LI I I.)T
MODIFIED PROCTOR
r= ��Mfflffm'2 4BM 'w/'Ri
Em
SEE ROOF PL AN
4
A
A A 7T-T.
;0
Cn
ASTM D 1557)
rL,—',,'
I U.Q4 �NCLOSURE
(2) HTS20
FOR STRUCTURAL
3" MIN. CLR.
BEAM SIZE &
T..
(2) #5 REBAR CONT._/
1-4" (1 STORY)
ON 3" CHAIRS TYP.
V-8" STORY)l
STD. 90 NOOK (SEE
MIN.'------
CONNECTION INFO
C1)
T.
U.N.O. 4" (2
DETAIL)
a4 P.T.
PLATE
2x4 #2 SYP P.T. FRAMING w/
7116"
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6 811
TYPICAL WALL SECTION
� �A
TYPICAL THICKENED SLAB EDGE
KT�
O.S.B.
z
ATTACHED PER NAILING
FOR REINF. INFO.
SCALE: 3/4" V-0"
�3
SCALE: 3/4"=1'-0"
1\ �3
Cn
LU
Cr
0
*
SCHEDULE
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
1/2" GYP. BD.
COLUMN LOCATION
P.T. 2x
§
_j
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
HOLD GYP. BD.
LU
COLUMN SIZE AND BASE
2, 1/2" FROM SLAB
LU
LU
CONNECTION INFO.
SLAB STEP & RECESS S.G.D. rM
0.-0. 0 CONT. BEAD SEALANT
19K I
0.
SCALE: 3/4"=V- 1\ �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
__m
<
DOOR TO RECEIVE BLOCK
WALL BEYOND
BLOCK WALL BEYOND
A INTERIOR
2X STUDS @ 24 O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
q MASONRY WALL AND
PAVERS / DRIVEWAY
EXPANSION JOINT
'd -3 1/2"
4 &,
SEE DETAIL 16/D1 FOR
w/ 1/4"0" TAPCONS
CONCRETE SLAB 14"
13"
GARAGE
COLUMN TO PORCH SILL
AT 8"O.C.
PAD FOOTING
PAVERS� O.H.D.
RECESS
;2�
O.H.D. RECESS
ATTACHMENTS & 18/D1
T
CONCRETE NAILS W 1 1/2
1/2" GYPSUM WALLBOARD U.N 0
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS a
EMBEDMENT @ 12- O.C.
STAGGERED, FROM BOTTOM
W/ DRYWALL SCREWS @ 8"O.C.
INSULATION PER CHART
z
SQUARE CMU BLOCK BASE,
TO FOUNDATION PAD
MAT REINFORCING.
co
LD
CONT. FOOTING STEEL-\
PLATE TO CONCRETE
ON FLOOR PLAN
Uj
SIZE VARIES PER PLAN
(MIN. SHEAR 180# MIN.
CONT. BEAD SEALANT G
w/ MIN. (2) #5 VERTICALS
z 9
00
GRADE
;0
00
'' 1
TENSION 120#) CONCRETE SLAB
_j
FILLED SOLID (SEE PLAN FOR
-1
1'- -1
4
L
6 x 6 W1.4 x W1.4
a
LU
Uj SIZE AND REINFORCEMENT)
C?
WWF OR FIBERMESH
ES
LU
Cn
Z UWj M
L.L. LU
LU
171-
BRICK PAVERS or SLAB PER
Lu
0 M
U_
z
SEE A/S3 OR J/S6
1
SEE A/S3 OR J/S6
Cl) OR
0'-0" FIN. FLR.A
— I
MMUNITY SPECS
CUD) <
"'�-FOOTING ...
iWiRm
_j
FOR REINF. INFO. MIN.
CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIER
BEYOND
1 (1 STORY) V-8"
(1 STORY w/ DEPRESSED SLAB OPT.)
1'4" (1 STC RY)
PAD REINFORCEMENT
L 3" MIN. CLEARANCE
1 'f8" (2 STOR
V-8" (2 ST RY)
2
4" 4"
TION
(SEE SCHEDULE) FOOTING WIDTH
NFO.
SEE SCHEDULE
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG. rK
TAPERED
COLUMN FRAMING D1
PATIO COLUMN FTG. DETAIL rN
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
�3
SCALE: 3/4"=V-0" 1\ �3
SCALE: 314- V-0"
SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
4" i,
04
C=
911-1
ao
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To the best of the Engineers knowledge, information and belief.
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drawings comply with the 2020 Florida Building Code -
esidential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(2) 2x6 OR (2) 2x8
SEE TYPICAL WALL SECTION
TOP PLATE SEE
VENT OR 2ND FLOOR
PRE-ENGINEERED WOOD
PLAN
12
TRUSSES @ 24" O/C
1/2" MINIMUM CEMENT FINISH
/—TYPICAL C.M.U. WALL
(TYP SEE ELEV.
UPLIFT CONNECTOR (SEE
SCHEDULE)
2x6 2x8 WALL BEYOND
(2) 2x HEADER TO SIT
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
3/4" FURRING STRIPS
DOUBLE Tx4" S.P.F. TOP PLATE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
1/2" GYPSUM BOARD
7 5/8" 8" 7 5/81, 8"
7 5/81, 8"
7/8" STUCCO FINISH PER ASTM
CONNECTION
SCREW OFF CAP (3" DIA.)
W/ DRYWALL SCREWS
C. 926 APPLY 3 LAYERS W/
��2x DEAD WOOD @ MID
FOR CLEAN -OUT
@ 8" O.C. OR 4d
v
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
POINT w/ (3) 12d
MIN. EXTENSION FROM
DRYWALL NAILS
LQ —SOLID AREAS ARE
SOLID AREAS ARE
3/8" THICK EACH. 3RD LAYER
DOUBLE 2x TOP __4�
P1 ATP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
WALL IS 11/2" MAXIMUM
STEEL AND GROUT
STEEL AND GROUT
[IF r,
1/8" THICK OVER WATER
RESISTIVE BARRIER:!��
1Nlr_rVUr1--\ [I U xox V%lr%
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIMPSON SP2 W/ (12) 1 Od
FACE OF BLOCK WALL IS 2 1/4" WALL NAILS AT EACH STUD
GL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS
TO DRAIN uaj LM—i REQUIRED
FASTENED TO TRUSSES WITH 8d
2x BLOCKING @ EACH END W/ 1 Od @ COMMON WIRE NAILS @ 4" O/C
4" O.C. FROM EACH HEADER FACE EXTERIOR E] BOUNDARIES 6" O/C EDGES & 8" BLOCKING
�-7 I-L, TO BLOCKING WALL O/C FIELD
---(2) 2x HEADER WALL CLEAN -OUT rA
2X4 PT STUDS @ 16" O.C.
PER PLAN SCALE: N.T.S.
�� �4 (2) 2X4 FIT STUDS UNDER HIP
v CARRIER/GIRDER TRUSS
2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1ST COURSE 2ND COURSE 3RD COURSE ---
L_VA �IE5O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (8) 10dxl 1/2" LLEJ
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB
WEB
SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) W/ MIN. 4- EMBEDMENT
2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD I — LMAIN SPAN
7
MOISTURE BARRIER UPLIFT CONNECTOR
WALL HEADER DETAIL rT� TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT ROOF TRUSS
SCALE: N.T.S. �4 SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
1\'S� AND FILLED W/ GROUT
12 ----,—SEE TYPICAL WALL SECTION
(Typ) SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR KNOCK OUT
(SEE SCHEDULE) BLOCK -W/(1)#5 NOTCH LINTEL WHERE REQUIRED
nr)HPI P 9vA qPP 10 FOR CONCRETE PLACEMENT
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (12) 1 Od (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
LS
STUD W/ (3) 1 Od NAII S _'..
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" OIC BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
i
8!!-
STD. qd'HOOK��-
LI NTEL BEAM W1 (1) #5 CONT. I N OPEN I NGS
GREATER THAN 6'-O"WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
LI
MEM
HEN
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
BLOCKIN G (TYP.)
\—ROOF
PROPERLY.
TRUSS
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
UPLIFT CONNECTOR (SEE SCHEDULE)
OPENINGS LESS THAN OR EQUAL TO 6�-O' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER
TYPICAL
FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
G
S4
— WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
SCRAP MATERIAL BLOCK WALL ABOVE.
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
W
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR------_
GARAGE DOOR ROLLER
N.N
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
\ GARAGE DOOR TRACK
SCALE: N.T.S.
4
BOTTOM B
POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS@ 8"
O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.O.) I<
1 #5 VERT. IN CONC. FILLED CELL-14—
W/ STD. 900 HOOK IN K.O. BLOCK
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/811 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
"'L ' '"ju"
,kTHAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
0
0
DOORSTOP PSPN516Z w/ (12) 16d NAILS
MOLDING Top
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPL
2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF
ifq,, SPLICE STAGGERED
//—DOOR
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK � �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER 9 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 11/2" EACH
SIDE
"�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
t 10d @ 8" O/C
.0/,9
ATTACH ALL -j Q1__1 -1
EXTERIOR STUDS
W/ Y�l 6d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLICI)
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
SIMPSON SIMPSON SIMPSON
SP4 SP2 SIMPSON SP4 SP2
2X STUDS @ 24" O.C.
y /8"xl 0" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION --2X P.T.
X PLATE
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
TRANSOM FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
RECESS
LINTEL
SIMPSON SIMPSON
SP4 � SP2 i
\-NAILED INTO
TRANSOM
FRAMING
SIMPSON -
Spi SIMPSON
SIMPSON SP4
SP4
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
Uj
2x TOP PLATEJ
co
\!2-16d
NAILS @ 24" O.C, OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE-:
FEQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
REINF. INFO. �\
PLATE TO CONCRETE
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL/*�j
SIMPSON SP4
El_
5 2X TOP PLATE
OVERLAPPING
SCALE: N.T.S. \,��4�
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
,(5645# SPF)
,(6970# SPF)
IS (9335# SPF)
N. 8"
:)OXIED A.T.R.
I & NUT
,OXIED A.T.R.
I&NUT
DXIEDA.T.R.
t&NUT
ROOFTRUSSABOVE
/_ 2X BLOCKING
INTO 1 Od NAILS @ 6" (2) 16d TOE NAILS
TRANSOM STAGGERED EA. BLOCKING
FRAMING
2X8 WALL ABOVE
SIMPSON ENTRY
Spi K.O. BLOCK W/(1)
SIMPSON SIMPSON- BOLTS @ 24" O.C.
SP4 SP4 AX FILLED
5/8"X10" J-BOLTS
@ 7-0" O.C.
.-2X P.T. PLATE
MASONRY WALL
\2X8'P.T. BOTTOM PrTE
\-5/8"x`10" "J" BOLT @ 24" O.C. MAX.
C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
SP4
10d NAILS@ 4" 10d NAILS @ 6" O.C.
,------STAGGERED A STAGGERED
__AA 0 0 TRANSOM FRAMING
BEYOND.
PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS@ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING
& 8" OIC FIELD
o
o
o
9 SIMPSON SP4 w/ (6) 10d x 1 12" Izo
(USE SP6 FOR 2x6 WALL, USE — —PLYWOOD
SP8 FOR 2x8 WALL) o SHEATHING
9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY I
9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X1 0" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
5/8"x`10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
o
PLATE)
n
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
REV. 06.24.22
SCALE: N.T.S.
Ca
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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 Beal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
FASTENERS. (MIN. FIRST 4 BAYS) MAX. 91. AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, S IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX ' 9" BACKNAIL w/ (2) 16d NAILS
SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS--\ IF >9" SEE 1 O/S5 BACKNAIL vl�/ 16d NAIL UNSUPPORTED, MAX. 9"
7 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTE UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL I 11= >01, _qPP 1 n/-Czr%
NAILINU
45*± X
x
DETAIL
45*
SEESTRUCTURAL
NOTES AND NAILING
2"x4" CROSS BRACE-\
2x4 CRO§S BRACE
SCHEDULE FOR
"L"
APPROX. 8" FROM
APPROX. 8" FROM
SHEATHING DETAILY 2X4 KICKER
2x8 SYP#2 BRACE TO
RIDGE FASTENED AT
RIDGE FASTENED AT
@ 8'-0" O/C.
Etwl
EXTEND AT LEAST 90% OF
DOUBLE TOP PLATE
EACH JOINT W/ (3) 1 Od
EACH JOINT W/ (3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
2X4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
FROM RIDGE FASTENED AT
EA. END
"L" BRACE TO EXTEND
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
S I M PSON H2.5A W/ (10) 8d
EACH JOINT W/ (3) 10d & (2) 10d
(NOT REQ'D WHEN
AT LEAST 90% OF WEB
r
2x8 P.T. S
GABLE TRUS
EACH JOINT W/ (3) 10d &
FROM LEDGER TO
TOE NAILS @ EA. END
GABLE IS 4'-l" OR
LENGTH (SEE TABLE)
SILL 1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
/0 1
BLOCKING
2x FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
7/16" OSB SHEATHING
END
GYPSUM WALL BOARD
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
/�1/2" CDX PLYWOOD OR
/-7/16"
ATTACHED W/ 10d
GABLETRUSS
CDX PLYWOOD OR 7/16
@ 48" O/C FOR THE
(2) 16d
OSB SHEATHING
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
,,-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAIL S
ATTACHED W/ 1 Od NAILS
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CORD ATTACHED W/ (2) 16d TOENAILS
�7'�_
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
END TYP. TOP &
@ 6" O.C. EDGES AND 12"
1 OdX3" @ 3" O/C
NAILS @6"O.C.
AND 12" O.C. FIELD
O.C. FIELD
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT SCISSOR TRUSS)
I
\W/10d
EDGES AND 12" O.C. FIELD
(2) 16d NAILS
W/ (2) 16d TOENAILS
2X4 "T" ON TOP OF PANEL
2x4 "T" ON T6P OF PANEL BLOCKING",,
INTO 2"x6" P.T. PLATE
2"x6" P.T. SILL
NOTCH 1" BRACE HERE
2X4 PANEL BLOCKING @ 48' 0 r FORN 2x BLOCKING
BLOCKING, FASTEN WITH
FASTEN WITH 10dx3" @ 4" O/C SPACED
WEEPSCREED
1/2" x 8" "J" BOLT @ 48" O.C..
\
THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
1063" @ 4" O/C
@ 48" O.C.
INSTALLED PER MANUF.
WEEPSCREED
FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH
SIMPSON HGA1 OKT W/ (4)
1/4"xl 1/2" SDS SCREWS TO
"J"
MOISTURE BARRIER
SIMPSON META12 W/ (7) 1 Odxl 1/2" NAILS AT 6-101"
INSTALLED PER MANUF.
ATTACHED W/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C
TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM
PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER
T BLOC�_
O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK -
ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS
MOISTURE BARRIER
L2x4 LEDGER (MATCH BOTTOM CHORD
DBL. TOP PLATE
SIMPSON SP2 W/ (12) 10d
NAILS AT EACH STUD
NOTE: IF EMBEDDED
SIMPSON META1 2 W/ (7)
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"X2 1/4- TITEN @ 4'-0" O/C ALIGNED WITH
SLOPE OF ADJACENT TRUSS)
, I
STUD WALL (SEE TYP. SECI.)
STRAP MISSED VERTICAL SECTION
TRUSS VERTICAL WEB (24-
GABLE WEB SECTION-
SECTION r3
SECTION
r4
WEB, USE MSTAM36 w/ (7)
O.C. MAX) W/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
� �5 EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
SCALE: N.T.S. �5
SCALE: N.T.S.
�5
TITEN ON OUTSIDE
REV. 06.08.22
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9"
—REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
ON SHEET S5 FOR
IF
IF >9" SEE 10/S5
X-BRACING, AND TOP
Cn
SEE STRUCTURAL
CHORD BLOCKING
;o
;o
NOTES AND NAILING
INFORMATION
SCHEDULEFOR
SHEATHING DETAIL
BACKNAIL w/-/
11
2
(2) 16d NAILS
WOOD TRUSSES
00
00
2"x4" CROSS BRACE
APPROX. 8" FROM
RAT RUN BRACING
EI
RIDGE FASTENED AT
"L" BRACE TO EXTEND
,,,--2x4
AT 24" O.C. ON TOP OF
I
lie
EACH JOINT w/ (3)
0
0
rATLEAST90%OFWEB
BOTT. CHORD FOR 4
TRUSSSPANS
10d & (2) 10d TOE
NAILS @ EA. END
LENGTH (SEE TABLE)
TRUSS
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
�_GABLE
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
SIMPSON HGAM10KTA
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAI LS
W/ 10d NAILS @ 6" O.C.
W/
2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
ES AND 12" O.C. FIELD
O/C w/ (2) 16d
TRUSSES FROM EA.
(4) 1/4"xl 1/2" SDS
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
JACK TRUSS
SCREWS
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
SEE PLAN FOR
TO BLOCKING & (4)
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
ONNECTION
1/4"x2 3/4"
TITEN TO CMU
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
DQ
OF THE LAST LAMINATION
(SPACE AS SHOWN FOR 3-PLY)
2x4'7ON TOP OF PANEL-/
BLOCKING, FASTEN WITH
2x4 BLOCKING W/
T_j�
EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 0) Ntrt:M I U NUO Or-1, I 1UN I D.a FOR AL&A I IVINML INrUMMIA I 1UN 1 Odx3" @ 4" O/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION LL
SEE TYP. WALL SECTION FOR SCALE: 3/4" =: V-101" � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ("8� K"'�9 __Ii�
ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. �5
IINIMUM 2x
�ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S. � S5
TOENAIL i
(2) 16d NA
12"
3H SCHEDULE
kTTACHMENT
2 SYP BLK'G @ 16" O.C.
J x 0.131"
AILS EA. SIDE
. 2x4 #2 SYP w/ 1 Od
XO. 131 " @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ('10
SCALE: N.T.S. �,��5
GABLE TRUSS
5
BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX. AND LOCATION)
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
AT LEAST TWO TRUSS SPACES 6" OVERLAP
'--MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL r �m
SCALE: N.T.S. � S5
"U'BRACE W/ 10d @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
N.
8d @ TO/C
WOOD TRUSSES
SIMPSON HGAM 1 OKTA w/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
z
W
\-BRACING w/ (3) 1 Od x 3" AT Y
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
.BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.) E
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0-0" - 31-0"
T-O" - 61-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3- SDS SCREWS
TO PLATES (TYP.)
I— /—GABLE TRUSS
—STUDS @ 16' D.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
LU
0
CORNER JACK
LU
z
IX
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
1 Od NAILS @:4�"
O.C. TYPICAL
GABLE TRUSS WE137
DOUBLE 1" BRACING DETAIL
SCALE: N_T_S
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED - 16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB `
SINGLE 1" BRACING DETAIL/_6
SCALE: N.T.S. "I'S �'
DIAPHRAGM
BLOCKING @
48" O/C rn;j /,-GABLE TRUSS
I.t--= I I Ir TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
_'N�
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
rL
AS PER BCSI
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
SCISSOR TRUSS
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, 7—orm—ation 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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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
W/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
INSULATION —
BAFFLE
INSULATION PEf+-
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2X BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA S 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL
DIVIDE THE CONCEALED SPACE INTO APPR ;107
OX. EQU
AREAS.
'FLOOR SYSTEM
\PER PLAN
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE I' X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF I
BAND JOIST TYPICAL
1x WD FURRING @ 24" 0.(
BASEBOARD
MIN. 2500 PSI CONC. SLAE
MIN. PSI MAY VARY PER
MUNICIPALITY
G 4
EAt
I t - - -
1�! - I I
I
I I I WN
6X6 W`1,4XW1. -1 1 —
WWFORFIB M H
A
da
I . .
-
;d
:FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE W/ ASTM D7158-CLASS G or
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE W/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
FRAMING SHEET FOR
SCHEDULE - [RSH] - ON
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2X SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
LIJ PLYWOOD SHEATHING
_j
_j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
Z) (n
FOR MORE INFO
LIJ
0 Uj
0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
tu- LAYER 1/8" THICK.
W,
IUJI
INSULATION PER
CHAR ON FLOOR PLAN
B R
S6 S6
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 HOOK (SEE DETAIL)
8"A8"X1 6" CONIC. KNOCKOUT
BILK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
C/)
LU
4"X4" INSPECTION PORT AT
rr
a. EACH FILL CELL TYPICAL
UJ
CO
CL
AT GARAGE CONTRACTOR
LO
TO CUT BLOCK OR POUR
7
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
411to 6" BELOW GRADE
:INISH GRADE ;0
11-1 "--STD.90*HOOK
(3) # 5 REBAR ON T' CHAIP (SEE DETAIL)
W/3"MIN. CLEARANCE 41'
TYP 2-STORY WALL SECTION
REV. 03.16.21 1. 1-01,
SCALE: 314 =1 S6
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO
'END SHEATHING TO
)F BEAM OR GIRDER
,TE W/
O.C.
)OR TRUSS/JOIST
2x STUDS@ 1
2"x BOT. PLATI
(2) 1 Od @ 6" 0.(
PRE-ENGINEE
FLOOR TRUS'
TTACHED WALL SHEATHING
ONTINUOUS TO BOTTOM RIBBON
8d @ 4" O.C., 2 ROWS STAGGERED
(4 RIBBONS, EACH W/ 4-16d
AILS INTO EA. FLOOR TRUSS
1EEP SCREED
U
u
ISTALLED PER. MANUF.
ri
C
IMPSON HETA20 w/ (8) 10dxl 1/2"
U
AILS AT EA. TRUSS w/ MIN. 4"
MBEDMENT IN KO BLOCK
15/32* OSB
All
EXPOSURE 1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
D
SECTION X-X IF
L�u NOT FULL
J
-1 HEIGHT SHEET -
co
z
L
M
FLOOR =SYST
��
(2)- 2x TOP PLATE
BEYOND I
15132" OS13
EXPOSURE1
FF
SHEATHING Lu
Lu
:C
OLID2x U3
I
11
BLOCKING 0 ALL 2
C
SHEATHING 0
U)
EDGES (SEE
OPENING
I
I
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I SECTION X-X)
Lu
Q. 3
l
- ui
x
2�
uj
—2xSTUDS Lu
BEYOND. T
SEE PLAN
2
0
(n
I --2x4 P.T. BASE
—&JHORIZONTAL PLATE BEYOND
2x RIBBON OR
VERTICAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM IAIAI I f-i r%/A-rl^Kl MIAf'%MARA
3/8" "S" = NAIL 3/8"
2ND FLOOR FRAME CONNECTION FLOOR CONNECTION SPACING
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S. �6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �6
FOR ADDITIONAL INFORMATION.
3/4" 1/2"
1/2
S 1/2 S
7
S 1/2"
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL-----
*SIMPSON LTP4 W1
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL—
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD IIST FLR.
SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SPACER
BLOCKS
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
CORNER
TYPICAL 'IT" AND CORNER
DETAILS
N
LE: N.T.S.
SCA
� �6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING --\
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
09
SEE FRAMING WEEP SCREED
9 K
PLAN INSTALLED PER MANUF.
2"X4" CROSS BRACE SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
48"
O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS
BLO
END WALL W1 (2)10dx3" @ EA. 11 1 1 KING& MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
RIBBONS
DETAIL (FLOOR TRUSS)
O�
SCALE: 1 1/2"=V-0"
"6,/)
NOTE: SEE TYPICAL WALL
I SEE SHEATHING
SECTION C/S3 FOR
ADDITIONAL INFORMATION SPECS ON FLOOR
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER
AT EA. STUD (MIN. SHEAR 3500#. MIN.
NAILS
2 x STUDS @ 16" O.C. TYPICALTENSION 2600#.)
2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
L
A'4 .4
A
.4. 4. 4.
-A-itA
W
(3) #5 CONT. ON 3"
_8" V-8" CHAIR W/ 3" MIN.
E� CLEARANCE
INTERIOR 2-STORY FRAME SECTION 'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0- S6
ADDITIONAL SLAB INFORMATION.
AT ALL PANEL BLOCKING
'LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL wl 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @ —
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE
PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
0
ui
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN 9".
U)
Z
NAIL AT BASE 2 ROWS @ 4- D.C. w/ 8d COMMON NAIL
a
NAIL AT TOP PLATE TWO IROWS@ 4- D.C. w18d COMMON NAIL
z
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@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- D.C. wl 8d COMMON NAIL.
0
@ NAIL INTERIOR AT 6" O.C. W1 8d COMMON NAIL.
In
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
_j 0
wl 8d COMMON NAIL
a w 2
Lu 0
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
� 0 a
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0 0 0
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@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
Cn 111 0 U.
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MEMBER IF GABLE END
u_ X
NOTE:
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
�6
REVISION 12-7-2020
2 ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
NFACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
BOX HEADER
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
SEE PLAN FOR REQUIRED--�'
CONNECTIONS
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
2x BLOCKING HORIZONTAL -
INTERVALS NOT
@
EXCEEDING 10'-0" (R302.
5/8"DIA. x 10" "J" BOLT W1 8"
EMBEDMENT @ 24- O.C. W/ 2"DIA,
x 3/16"PLATE WASHER (MIN.
HEAR 35 MIN. TY I AL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4XW1.4
WWF OR FIBERMESH
. . .. lk ,
44
4 -
A
A
A
A
7111 11 I=- A
M
S6
8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2 1/2"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
(1)
(2)
(1)
(2)
(1)LSTA30
4'-9'
(2
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(3)
(2)
(3)
1 (2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS@ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH, 3RD LAYER 1/8"THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00 1 FINISH GRADE
(3) # 5 REBAR ON 3" CHAIR 4" .11-8.1
W/3" MIN. CLEARANCE
ALTERNATE FOOTING v
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4711-011 r
ADDITIONAL INFORMATION. S6
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NOTE:
THESE DETAILS ARE NOT PLAN
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YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
\ &4
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
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BOTTOM, GLUED AND
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NAILED TO STRINGER
2xl 2 TREAD,
GLUED AND
NAILED
2x4 PT NOTCHED INTO Cb--] x I
STRINGER AND TAIPCONED '-/-2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU�� NOT TOUCH STRINGERS
AT STRINGER CONTACT L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS —Lx4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: ill = 11-01,
VVIALL
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD NTH STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2
FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER
MAINTAIN BETWEEN 1" 1-1 7- "/ Z-�"
AND J" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
-,,,-lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
RISER AND TREAD
-2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
SYP CUT TO FIT
ikRS IN WALL
—2x12 SYP lo
BEARS IN WALL x4 BLOCKING FOR 2x12
-2x6 SYP 2x4 PT UNDER 2x12 ROVIDE MOISTURE
B ROVIDE MOIST/URE
PROTECTION
L:ATTACH ALL tCOMPONENTS
4 S BLOCKING O�S I W , X
yp OF STAIR TO CONC. W/ J" X
FOR STRAP T PCO M "0 C
(SIMP
2x4 PT NOTCHED INTO STRINGER MPSO MTS 2 J" TAPCONS @ MAX. 32" O.C.
1 1 SON MT!112 w/
AND NAILED TO FLOOR WITH GLUE 1 "A r
AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1X4 GLUED AND
NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER
2 4" TAPCONS @ MAX. 32" O.C.
(I EW "All SECTION VIEW "Bit
SCALE: 1 V-0" SCALE: 1 V-011
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
"HQT MnT Tr'iHrW
GA
TOP OF
STRINGER
STRINGERS G--4�
E -------2x4 BLOCKING FOR 2x12 SIMPSON A35
k
r A 2X4 PT UNDER 2x12 OR LSC EACH
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
I PT NOTCHED INTO STRINGE\R (14) 1 Od x 1 1/2"
D NAILED TO FLOOR WITH GLU NAILS)
STRINGER CONTACT POINTS
SECTION VIEW "D"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYV400D DECKING
SCALE: 1 V-101"
-zf-t PLYWOOD
-2x SYP CUT TO FIT
BEARS IN WALL
------2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 1'-0'.
NGER
3LUED
NAILED
SECTION D-D
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILED
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
Al
SCALE: 1 " = 1'-0';
H 2x4 SYP'*BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 1 Od x 1 1/2"
IT NAILS)
SECTION VIEW "Ell
SCALE: 11"= 1'-0"
1 '1-7 10 V I N DPAFT,91PP I 1 11111 11 ii�
2 8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
-1- r,'HFD AND NAILED TO STRINGER
FOR DRYWALL SPACING
H
SECTION VIEW
SCALE: J, = 1'-0"
-3/4 PLYWC
ON DECK
--2x8 SYP
AND NAI
FRAMIN(
-2x4 DRAFT
STOP
2x4 BLOCKI
f1%
NOTE: 2x8
DRYWALLSTOP
NOTSHOWN
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
SECTION VIEW licit
SCALE: 1 1'-0"
_-/-FLOOR TRUSS OR CONN. TO BOTTOM
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACTOR
(2) LAYER t'EDGE GOLD PROVIDE SOLID BLOCKING
OSB OR PLYWOOD BELOWALL NEWEL POST
OR 1 J'%16" LVL FROM JOIST TO JOIST. USE
ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND
@ 6" O.C. TOP, BOTTOM NAILED TO JOIST.
AND VERT.
NEWEL POST_
.SECTION VIEW "Gli.
SCALE: 1 " = 1'-0"
BLOCKING
y �F SECTION VIEW
SCALE: J" = 1 --o'
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 " = V-0"
JOINT
- TO
)ISTS)
NAILEDAND
TOP PLATE
NTO RIM BAND,
4D NAILED TO
WALL BELOW
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
JOINT
- TO
)ISTS)
2X STRING�R
2X B
OCKING
PSON MTS
2 w/
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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 Ronda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
structur eng nearing portions of the drawing pages anng
Engineer's signature and seat.
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11 x44 1/2" DRYWALL
DOOR JAMB (REFER
DOOR JAMB (REFER F-1x4
1/2" DRYWALL
F
DOOR JAMB (REFER
TO PRODUCT
1x4 1/2" DRYWALL
F
TO PRODUCT
P.T
P.T.
TO PRODUCT
APPROVAL FOR CONN.
;c
APPROVAL FOR CONN.
APPROVAL FOR CON)N.
1 x4 P.T.
x4
E
X 4
E FURRING
3-1/4" LONG X 3/16' 10
1:1 E I
0 FURRING
3/16"0 X 3" LONG
TAPCONS
FURRING
x
(2) ROWS 3/16" 3-1/2"
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16- , O.�. & 4"
2X8
LL11X8
BLOCK@ SPACING 111
DETAIL
O.C. 2-ROWS INTO
1x8 P.T.
FROM EACH ENDw/ MIN.
2" EDGE DIST. ATTACH
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
1x8 wl (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 P.T.
-
STAGGERED @ 12" O.C.
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN.
N.
1 x4 1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F
L
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
/1
2x8 P.T. wl (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
F1
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1 x4
TAPCON @ 16" O.C. &
—
L
END w/ MIN. 2" EDGE DIST.
FURRIN(
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
L 2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2x DETAIL
2 1/4"
DETAIL
STAGGERED @ 12" O.C.
3-1/4" DETAIL
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4"TAPCON (1 1/4" 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) 7/16" OSB 2 x 8 BRACE/ BLKG.
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
I
SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
� R
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS 6C 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
11-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S. �S
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
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 (1 1/4" MIN.
/4" MAX EMBEDMENT IN 0 2-4'
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B,. ON *T
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
B-B ARCH DETAIL K'K
SCALE: N.T.S. � �S
- SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
--_2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8"
U."191TA 111 *0
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
EQUAL 4'MAX. RAD.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REBj
(TYP,)
STD. 90'
HOOK
.1
±5 A
NOTCH WEB AT
L\ FIRST 2 COURSI
APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS SIMPSON
2X6 TO 2X4 H2.5A w/ (10) —
8d NAILS
D JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2x4
#2 SYP @ 24' O.C.
4'-0" MAX SEE PLAN
9YA _qVP IQ MPUT IRAATrH TPHQz r)i:PTW
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
IF TRUSSES USED) W/ (2) #6 X 4Y." 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 S-,)
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
W * W , M , AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
1 4'
WHERE THIS CONDITION
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
PEl
OCCURS
#5 CONT. TOP & MID
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3"COVER
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
6-1)"
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
A
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
. . . . . . . . . . . . . .
SEALANT
A
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"MI LAP)
GRADE 1>
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
N
V
REMAIN FREE OF MORTAR.
NOTE:
z
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
11CSEALANT
SEE GLASS BLOCK INSTALLATION NOTES.
cli
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
lo (2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN, (2-STORY) WITH MIN. 3" COVER EA. WAY
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
FILLED CELL PER
FOUNDATION PLAN
41*# UNACCEPTABLE INSTALLTION
*41#* DO NOT DO THIS
2"x BOT. PLATE W1 (2) 10d @ 6- O.C..
#5 REBAR (TYPj
�R
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
90- HOOK (TYP.)
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
YP.)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
4%
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
No FIRST COURSE
Tc*��
SIMPSON HGAM1 OKTA @ 12" O.C.
wl (4) 1/411/2" SDS SCREWS
41%
THE
:S
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
FILLED CELL INSTALLATION � �H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCA7E7N T.S. � Ss
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.—
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE I BELOW
V2x SUB FASCIA
T ALUM DRIP EDGE
ALUM FASCIA
BRG WALL TYPE
PER PLAN 1-14" TRIM PAINTED
F CHANNEL, SS NAIL w/ 5/16" HEAD
FASTENED PER DIA. @ 24" O.C.
NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT
nrvlmr,
mT 9 a MAII rm "Tn . lldVA 11 il=n
CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING wl 2-12d NAILS CHORD EVERY OTHER TRUSS
w/ 3-12d NAILS, TYP.
F1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
CMU w/ T NAIL.097" DIA. @ 24" O.C. wl 5/8" MIN. EMBEDMENT
WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" (--) FOR ALUMINUM SOFFITS �IITH 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.*
2 X 4 #2 SYP SCAB TO SIDE OF
0 TRUSS AS SHOWN FOR O.H. UP TO 7-16"
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
+ + (2)10dNAILS 8"O.C.
+ + TO TRUSS TOP CHORD
+ + PLYWOOD SHEATHING
BLOCKING AS
TRUSS + REQUIRED TO
+ SUPPORT SOFFIT
2X4 SYP L
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
PRECAST LINTEL *4 ER SOFTIT S11-
J_-N SEE ELEVATION
FOR OVER HANG
(MAX. 4' _0")
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-0" Ill, SS
-qr-[= -qWF:;:T N) ANn
SIMPSON HTT4 w/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT
3" MIN. EDGE DISTANCE
RETROFIT FOR MIq.,
MSTAM STRAP
Q('Al r-A I
— — I —
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SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR I I
FURTHER INSTRUCTION—
OVERHANG�
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
11-011 51-011
#5 BAR
1-0"�A. CENTERED W/
V011
IN TOP
KNOCKOUT/
CHAIR BLOCK
MONO FOOTING
I'S
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
STANDARD
go. 00
#5 BAR IN H K 04
FILLED CELL[
J
Sk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
I i EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
(2) #5x6'IN CONC.
FILLED CELL
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SCALE: N.T.S.
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the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 CONV. FRAMED RIDGE
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
w/ MIN. (4) 12d WHEN
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION.
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
VVI I vu �w "��l I I I A� v V"�
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
S I M PSON HTS20 w/ (24) 1 Od x
1 112" NAILS EACH
A
17 Fn
IN
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE
CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF §L-OPE
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 8'-0"
MAX
WOOD
TRUSS
,—ROOF
SEE
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
N�l SHI
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
USSES
TYP.
TRUSS
(2) 12D NAILS --J
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
HIP
G.T
(2) 2x8 #2 SYP wj
O.S.B. FLITCH P1
TOP@ TRUSS13
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/HU046 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 10d
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
SIMPSON LSTA18
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
wl (12) 1 Od NAILS
CENTERED AT
SIMPSON HUC410 w/(14)
ISEE PLAN L.
FOR CANT
16d INTO HEADER & (6)
10d TOP & BOTTOM
SPLIT TO TIE
10d INTO BEAM - SEE
OR SIMPSON H2.5A w/
BEAMS TOGETHER
ROOF PLAN FOR MORE
(10) 8d NAILS
F
INFO
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT--/ CONC.MASONRY
STEEL OR WOOD
T & B CHORD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING K-3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
OL VARIES
ROOF SHEATHING
X
ATTACHED PER
2x4 #2 SPF BRACING @
NAILING SCHEDULE
16" O.C. W/ (4) 12d
COMMON TRUSSES.
TOENAILS TO TOP
v7
SEE TRUSS PLAN
PLATE & (2) 12d END
NAILS TO TRUSS
—MIN. (2) 2X4
SPFTOP
FOR CONNECTION
INFORMATION.
BOTTOM CHORD
PLATE
VARIES SEE PLAN
x-
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
\IF 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.
SECTIO_N
@ ENTRY
r8
SCALE:NTS
SEE FLOOR PLAN FOR
T__COLUMN SIZE& BASE OSB FLITCH PLATE
SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN
FOR COLUMN SIZE L INDICATED ON BM.
& ADDITIONAL INFO.
SCHEDULE/PLAN
7 I
___--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
RECI'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT �A
SEE ROOF PLAN
FOR BEAM SIZE &
SCALE: 3/4"=1'-0"
BM. SPLICE OVER
CONNECTION INFO.
CENTER OF POST
A A
SEE PLAN FOR
SIMPSON MTS18 W/ (14)
\_ SEE PLAN FOR
10d NAILS TYP. U.N.O.
CANTILEVER IF
SEE FLOOR PLAN FOR INDICATED
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE:NTS
2X4 STUDS W1 SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W1
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION FLOOR
CONNECTION K�22
SCALE: NTS
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
I
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL
4'-0" O.C. TO GABLE TRUSS
A
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
44.
'A TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE
SCALE:NTS
EXTERIOR <
ATTACHED'�
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD -TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 10d PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
rIF 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.
SI M PSON LUS26 W/ (8) 1 Cid N A 1 S
ZSEE
OR IF 2 PLY TRUSS SIMPSON
LUS26-2 W/ (8) 16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X10 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW ROOF r9
SCALE:NTS
LOW ROOF/WALL---\
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
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 UNDE4-- 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.
SECTION_@
BUMP OUT('39
SCALE: NTS
DETAILS & SECTIONS
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineees signature and seat is only for
the structural engineedng portions of the drawing pages bearing
Engineers signature and seal.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
(USE SP6 FOR 2x6 WALL, USE SP8
FOR 2x8 WALL)
TO TRUSS
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
EXT ' SHEATHING
MASONRY WALL
G) BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
BLOCKING INFO
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
-SEE FOR 2 OF MASONRY & 8d
BLOCKING NAILS T/B FLANGE
0
1. APPLY SUB
(3) 2x # SPF
(2) 10d TOENAILS AT EA.
INTERIOR HEADER
DETAILS
111
FLOOR +
STUDS wl 10d @
X
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x STUDS
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
SURFACE A 2x4 #2 BLOCKING
2'
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM ...
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
2
AT 48" O.C.
EXCEEDING 6 FEET.
A SIMPSON LS30 w/ (6) 1 Od
SILL PLATE w/ SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
SEE PLAN ; ===4
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
CORRECT BLOCKING
w/ (3) 12d EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
1/2"GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
BLOCKING
WALL
2x CRIPPLE AT EA.
END OF OPENING
.-SIMPSON LSTA30 w/ (11) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) SIMPSON MSTAM36 wl
I -JOIST SEE PLAN
PACK w/1 Od NAILS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 1/4"x2
TIE BEAM
@ 8"O.C.
SIMPSON MSTA36 STRAPS w/ (26) 10d
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
FLOOR TRUSS/ I -JOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING __jv I
IS INSTALLED). SCALE: N.T.S.
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
SEE SS FOR RETROFIT
GABLE END RIM JOIS
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
SECTION CORNER CAN NOT BE INSTALLED
CONNECTION INFO TO
MASONRY WALL
(2) - 1 Od TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN. @ 2nd FLOOR
HEADER CONN. @ 2nd
FLOORIIIIIIIIIIIIII` �4
SCALE: N.T.S. 1-11"IIIIII"
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
JAMB STUD
NOTCHED AT HEADER LOCATION
(2) 2x8 OR (2) 2x6 TOP
REQ'DTYP-7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 wl(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTIO N
PLATE SEE PLAN
TYP A 2 - 2 x 4 SPF SIMPSON CS16 wl MIN. 12" END
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
SP8 24"
SEE PLAN FOR CONN.
T
TALL. (CONTRACTOR MAY USE RTT
A TOP PLATES LENGTH ON STUDS W/ 1 Od
(22) 1
(1) S I M PSO N LSTA30 w/ (22) 1 Od
2x6 WAI
2x6 WALL, USE FOR 2x8 WALL) @ O.C.
CLIPS) NAIL BACK LEG OF CIPPLE TO
0
(2) 2x HEADER TO SIT
(11)
NAILS TO STUDS ABOVE & (11) 1 Od
PLATE
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TOENAILS i :
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
_OF
THEN DOWN THE FACE OF
2 x 4 #2 SPF STUDS
C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
IDE
HEADER FLUSH TO OUTSIDE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
INTERIOR HEADER
-NAILING AREA (TYP.)
L (2) 2x HEADER
j0d
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
CONNECTION
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
S @
/-EXTERIOR HEADERS
COL. SIZE
(2) SIMPSON MST37
SEE TANDARD HEADER
— S
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4
�/S4 FOR
FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS w/ (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
P 11� AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
0
OPENING LARGER THAN 4 ft (2) 2x
PLATE SEE PLAN
x MORE INFORMATION
2XSPF EMBEDMENT PAST STEP.
SILL PLATE W/ SIMPSON LS30 wl (6)
COR S STEM OR
FLOOR S
12d NAILS AT 6"
A�
I.. N . .1 LBA�E PLATE
2x CRIPPLES @ 16" O.C.
1 Od x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
SIMPSON SP6 w/ (6) 10d x
EIRED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
FLOOR SYSTEM
W/ (2) 12d TOENAILS T/B
(2) 1 Od TOENAILS AT EACH END OF
SILL OPENING WIDTH 4 FEET).
BAND JOIST & BLKG.
x
1 1/2" (USE SP8 FOR 2x8
WALL) @ 24" O.C.
L EWALL OR BEAM WALL) AT EACH STUD AT HEADER /
N`__1
(MAX.
IF OPENING IS GREATER THAN 4,
OR LVL GIRDER
SYP U.N 0.
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
STUDS ARE w/IN WALL SYSTEM A.B. TO
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
SEE PLAN F
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 10d NAILS @ 8"O.C.
TO BE INSTALLED AT EACH END.
COL. SIZE
2 x 4 #2 SPF S�UDS INTERIOR HEADER
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
T_
SIMPSON HTT4 w/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
V.
Ne
16d NAILS & 5/8"
ANCHOR BOLT w/
BOX HEADER
E SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYP F
2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TIE BEAM
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 wl (10) 1 Od
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
D
ASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
0
OVER TOP PLATE
SIMPSON SP2 w/ (12) 1 Od NAILS AT
A
PROVIDE BLOCKING
SEE FOUND. PLAN FOR FTG. REQ. __j
STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
BELOW JAMBS
C?-
TOP AND SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE
'PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS w/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
FOR FTG. REQ.
2x CRIPPLES TO -
MATCH JACK
SITUATION. CONNECT G.T. TO
STUDS w/ (2) SIMPSON HTS20 w/
1 Od 1 1/2" NAILS AT TOP AND
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR
HEADER CONN.
2nd FLOOR �6
STUDS BELOW
(24) x
BOTTOM TO HEADER
5� FOR EXTERIOR 2 STORY WALLS ONLY.
SHEATHING CAN STOP ONCE UNDER
/,I
2 STORY COL.
@
GIRDER r7
(IF CRIPPLES ARE LESS THAN 8"
SCALE: T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
ADDITIONAL STRAPS
,,,--SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
_\
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
/-(2) SIMPSON LSTA24 W/ (18) 10d NAILS \� (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24"O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR
PLATE THEN DOWN THE
FACE OF HEADER/STUDS
2) 2x HEADER SEE PLAN
2x CRIPPLES @ 16" O.C.
DOUBLE 2x4
TOP PLATE
SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS TIB
THEN DOWN THE FACE OF
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3110/
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
2x
STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 10d TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE w/ SIMPSON LS30 w/ (6)
END OF SILL (MAX. OPENIN G A, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
10d x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
N,
1/2" IS TO BE INSTALLED AT -N, OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS
SIMPSON (2) MSTAM36 w/ (7)
I Od NA I LS & (4) 1/4"x2 1/4"
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 1 Od NAILS
NAILED TO STUD PACK FLOOR DECK
I FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8"o.c.
�0
AGAINST 2x8 01 2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAM BS TIE BEAM 2X CONT. RIBBON
2x8 STUDS 2A W/ 2 ROWS
SIZE & CONNECTIONS
NOTE:
PER PLAN OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE NT.S.
SCALE: N.T.S.
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To the best of the Engineees knowledge, information and belief,
the structural plans and specificalions 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.
91
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOW BUCK TO
OUTSIDE EDGE OF
MASONRY
WINDOWBUCK
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
%
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
WINDOW FRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
-ED S LANT
REQUIREMENTS
BEAD BRIDGING
IDGING
W1
CLADDIN�G A�NDWINDOW
FRAME
3) SEALANT WINDOW FRAME T(
V\1INDOW BUCK ALL THE WAY
AROUND. INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
RATION INSTALLATION AND INTERFACE
FENEST_
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHIN
SHEATHING
BY LAPPING DOWN ---,
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOI,1
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
HEAD FLASHING TIE-IN INSTRUXTI(
1 . Cut, fold up & temporarily secure,
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
COMPATIBILITY
LETTER ON CHEMICAL
SELF -ADHERED FLASHING
SELF-ADHEIRED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
-7
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING:
NAILING FLANGE
(D
DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS
UNDER DECKING
BOTTOM NAILING 8 (SEE DETAIL WP07)
FLANGE
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
SELF -ADHERED FLASHING
PRODUCTS DETAILS
_/-D0,UBLE
JO ST
SELF-ADHER
- SELF -ADHERED SELF -ADHERED
FLASHING FLASHING
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH -
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
1/2" DUROCK-
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number mark ed as in each detail that corresponds to the
numbered items in the list oPinstructions below:
1 . Install self -adhered flashing in order as shown by numbers
81, CMU
2. Install flashing and weather resistive barrier to form water shedding
laps
4" OR 8" CMU
3. Self -adhered flashing can be substituted for building paper
(PER SEAT DEPTH)-
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT -
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
SLOPED MUD BED
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
VINYL SHOWER PAN
8. Mechanically fasten as necessary
PIE
____5�
ISM
V-4" PER PLAN
V-0" PER PLAN
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DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall
(0.6 cm: 30.5 cm)
3/4"-l" BEAD OF CONSTR. include flashing as described in Section R703.4.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
NAIL BRAND OR EQUAL WEATHER EXTERIOR
PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING
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
SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The
RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
qual to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
11MC 10 substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE
FLASHING JAMB & HEAD FLASHING SELF -ADHERED FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE
applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED VVINDOW
(SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE
SCORED
PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
SETLF�NADDHERED 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
EX AM
NIMUM 6" ADHESIVE AS SHOVM) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
BOTTOM OF
THRESHOLD shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2 following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details
4
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7 subsequent drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides.
8
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1
SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMAIAAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
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
ism
stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
4.4. Conti n uously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier 7. 7.At built-in autters.
1F-ADHERED FLASHING
�TCH
HERED FLASHING
1
2
4
5
I
Lath
Sheathing
Stucco
FOUNDATION WEEP SCREED
tSTRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DIP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
- - L-_ -
THIS GAP IS A RESULT OF
PLASTER STOP NATURAL SHRINKAGE.
DO NOT SEAL.
CONTINUOUS BAC
ROD & SEALANT DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGILASS
VSTRUCTURAL FRAMING
STRUCTURAL SHEATHING
:----STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
V I
\ , � " -
- - 1
'ER STOP
A
NUOUS BACKER ROD
LANT
NTITIOUS FINISH
Cement Plaster
in accor ance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
CP
> LU
0- =
=
3: Co
E
- :5 fx
2
r:1
C14
C14
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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Mounting Brackets � 10 Gauqw
+V2'x 4-112'x 2-12'
back Cross Support
. (May be cut to iiiii
See Anchor Schedule
Bolts
112"Dia-A32SGaIv.
fTyp')
Screws
A/C Unit Sot turn Edge
T7
as A/C U'
Hurricane Strap
(Typical: 3 in front)
:�u
Front Cross Support
o w
(May be Cu L tow)
Left Bracket (16 Gauge) #145elf-DrilingSicrevusThtuBfdckeo&
Back Cross Support Into AIC Unit Bottom Side
(Typicalt 3 each side for huirricane use)
10-5/8 0 1
Washer, /
SeWLocklng Nuts
Jw -th -h at -
Raised Seal Drartarli ainudelsia, aptsis reeposer;
list will apply)
Right BfaCket (16Gaucle)
Florida Department of Business & Professorial Regulation P-20 I oil
Building Codes and Standards
Product Approval Application Detail
Ingry or
Do
2UR
Duo Pending
2"
mm vwww
Mayfamr4K
001116112
Validated as Validated
sukntaod
FSIC Actimnlial
AD=
Wall
AM" 1. 2020
smart Vent Produds. 1.
hill Grain— h-mF Nci
Lock. 5--d- P�E 12mll'i
12116nom
1=6020 Appr-ed
Categow. &rucivell Components
(577) 441-836a PE-73778
(334) 3OD-1800
SubCal4garl Prod"Cht Introduced as a Result of
infoxasmart"I't.con,
Nw Technology
Compliamr. NWh.&. Evalu.tion R�paxt from a
Ran" Registered Archtnt ar a Umsed Florida
F1.011224111111strodugh;
Professional Engineer
IMILA
Prod-idUadel likesbararlillemix
Priodutitt Damornort
Quality Assuairran Approved
mkdkgL2& In
for Use AMOYed
HVKZ outside
for Use
HVIJZ
Impact
assistant
Design
"taturs
I
SmadVent Modal #1540-510
D..I F111. Flood and V-d.h. Wnt
1201/20M
Y.
Yes
NIA
.10i
2
, OVent Made! #1540.511
"me
D� I Function Flood and V0.11l.b. Vent
12131/2=
Yes
Y.
NIA
.100100
3
Smarl\%rd Made #1540-520
killed Flood Vent
1 W112023
Yes
Yes
NIA
4
ems"Ven Model 01 540-521
h1ulated Flood Vent
ImW023
Yes
NA
:100/1DO
Zloo
5
smariVen Mods1*1540-524
16&qd;G-g. 0- Flood Vent
12t3MG23
Y.
Y.
NJA
N/A
6
_ Ver:100doltIM540-570
snarl
Wood Wall In sulattid Flood Vent
12J3112023
Y
Y.
NIA
.1 MkID0
SlmartVentModi,1415�574
14 5&qud� Garage Door Flood V.t
1 2131112023
Yes
Yes
NIA
NIA
Florida Department of Business & Professional Regulation P.01.fi
Building Codes and Standards IrI4W21
Product Approval ApplicatiM Detail
'N
4t
Date Pending Rif
Must venues, Mansufaduall" Contact =&U- Validated 1W Submitted FOC Asimmiat A�Vd six,
R-Woe 2020 Drexel Motals, line Jasoll Shumate Zachary R Priest Look. Bond. P.E. camom2o 011,09=20 owano2o loi`13=20 Appi
Category: Rooting 5M 30-1511 PE-74021 (3341300-18D)
Metal Raising IshurnstaCclinormal com
Compliance NWhot Enittation Report a
Florida Registered AMhll or a Litsised Florida
Proillani Engk,-,
F41761114iliftodUct,
QuWvA��# Aponayod for Use Anarowdfor Use anpan Dealer,
Produet ONodollon Contra=lon Date in HVHZ Out" HVHZ Reastard
ONIC 10ONS, DMC 15055, 0MC 175S. OMC 200s, Yes No NIA 10�180
DMC�v
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Few 2ol 4
1/25r,022
oahe Pitradinis
Type V6T51W Manufacturer
Contact & License V211dated By
Vll Sugar, !tied
FISC Appro%til
Approved
status
Re",110101', 2020 Therma-Tru C"parelion
Stwe' Jasperson Lyndon F Schmidt P E Ryan J King., P. E
0411 W071 12/31 r2020
041'227121
0510112021
Apprwed
Category: Exterior Di
(80D) 843-7626 PE4340* (613) 767-6555
SulaCat"W, avenging Exterior Doof Assemblies
lsspa1sor,@themnt
Compliance Method: E�Iuiixrban Raportfirom a
m
Florida Registered Amhrect or a Licensed Florida
P'ohassional Engiresn'
FL9204684W products
Quality AsSurange
Aggrovitelf"U" Approylei
[MOM
Design
Number, or Name
FroductDoscration
In HVHZ Outside
HVKZ
Resistant
Pressure
lbsr�_Lssslc and Smooth -Star
Nominal 8&030;8 116oluotfrnpactilquot; Opaque 12131=22
No
Yes
Yes
N/A
Coma A. Edge Fbql- Simlle Door
(I nswrooutswhg� X configuration)
2 b Therma-Tru Fiber-Classi and Smooth.Star
Nominal B8,039;8 "l imactiliquot Opaque 112131=22
No
Yes
Yes,
NIA
Composite Edge Fibergm Single Door with
adeliti 0mirring/Curtawng: XO. QXor OXO
configunirti.ri.)
c. Therri Filber-Classic and Sircoth-Star
Nominal rA#3gS 11,quottrnpactl4quot Opaque lwil=
No
Y"
Yes
NIA
Composite Edge Fi berglass, Double Door With a,
oftoutSidefinn (InswinefOurtsiring: XXcr OXXO
configurations)
4 el, Thermix-Tru Fiber-Camaic and Smoth-Star
Nominal 5MV,0 &q�oLImpact" Opaque 1213112022
NO
Yes
Yes
WA
Composite Edge Fiberilless SrVle Door
(In%Whg1Out9WWV: X configurall
5 a Th-Tru Filber�Clitssie and Srmsith-Ster
Nominal SW3gO "imitactil Opaque 12t3112022
N.
Yes
Yes
WA
Composite Edge FlIssirglass Single Door with
Sicadiiii(ir) qnitwriatoutawrg� X0. Oxcir oxa
con%unrlions)
6
f Themme-Tru Flitax-Clasistic and Smocth.Star
Nominal S&Al &quoI%Impacdqwt, Opaque
12)31/2=
NO
Yes
yeas
WA
Composi Edge R berglass Double Doorwith or
without sidelt" (Inewingioulawrig: XX or OXX0
Configuration)
7
g. Thermal Flber�.Jlasalo and Smooth -Star
Nominal 5&%rWS "i rripaidScluct, Glazed
12M112022
NO
Yes
Yes,
N/A
Composite Edge Fiberglaoss Engle Door
(I W�WQtwirig. X config.rabar)
8
h Tharmi Floer-Clasisc and Stricath-Star
Nominal 68,11039rS &qUotlrr0QCt&qU0t, Glazed
12J31M22
No
Yes
Yes
NIA
Composts Edge Fiberglass $Nis Door wrth
aderlite(s) (InswrigioutsArng. XO, Oxor OX0
confinguratona)
9
i Therma-Tru Fiber-C4assic and Smcei
Nominal SW39r,8 &quatImpactilquat Glazed
12r3l=
No
Yes
Yes
WA
Composts Edge Fibenglastai Double Door Win or
without Sidelrtm OrawAVOutpering, )(X or 0)0(0
con%urstions)
10
j, Therma-Tw Fiber -Classic and Smicarth-Slar
Nominal M#391,0 "I mpactilquot Glued
12/3112M
No
Yes
yes
NIA
Composts Edge Filbefglam Single Door
(tnswInipOu": X configurabon)
11
k. Therma.7ru Fiber.Classic and Smooth -Star
Nominal 9&039�O liquatImpaclZaluat, Glazed
112r3112022
No
Yes
Yes
WA
Campenaftes Edge Fiberglass Single Door with
adolinefs) Onawng/Outireiipli; XO, OXor OXO
configursdon)
12
1 Therma-Tru Fiber-02saic and Simi0th-Star
Nominal gall &q-timpaoMquidt Gland
11221r=
Me
Yes
Yes
NIA
Composite Edge Filbacglani Double Door with or
wthout Sidelites (InswingfOutirmw )O(a OXXO
configuratonall
13
m Thermat-Tru Fiber -Classic and Shricarth-Star
Nominal %ill liquatirnpacMquot Gland Molded
12t3l=
NO
Yets
Yes,
NIA
Open Composite Edge Fiberglass Single Door
(I.Swingfourts'noing, Xcionfigunittoin)
14
n. Therma-Tru Fiaxi and Smocith-Slar
Nominal 6&039;8 Squatlirnpactaquot Glazed Molded
IW31=22
NO
Yes
Yes,
WA
Open Com"he Edge Fiberglass Single Door with
Gland Welled Open Sidelftels) (lnawlng/Outswlngl�
X0, OX or OXO tesnfisurati ... )
15
a. Themna.Tru Filber.C11iissto and Smocith.Star
Nominal 6&93@rB &qUat;I rintgooMquot; Glued Molded
12r3112022
No
Yes
yes
NIA
Open Composite Edg Fibergaill Double Door win
or without Glazed McA= Open Sxlelfts
(InswingfOulawing, XX C` OXXQ conligunstiona)
IS
p, The-Tru Fibis,-Cftsax. and Smaxoth-Slar
N.-i-I 0Ƈ..8 &qu.ti rril:xaclaquot Opaque
12r3112=
No
Yes
yea,
NIA
Composite Edge Fiberglass; Single Door with Molded
Open Sidefibi (IntriiinglOutsOng: XO, OX or OX0
configurations)
17
q, Therma-Tru riber-Classic and Smeath-Star
Nominal S&A39,t "l mpact&quol; Opaque
11MI/2M
NO
Y-
Y-
NIA
Composts Edge Fiberglass Double Door wth or
without Glazed Molded Open Sidelites
(InswinipOutswing, XX or OXXO conligurations)
Florida Department of Businiess & Professional Regulation
P.P I f�
Building Codes and Standards
102M
Product Approval Application Detail
August 10, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed belowif
they will be utilized on the construction project for wfilch you are applying 1br a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Expl. Date
1. EXTERIOR DOORS
ITherm IFiber-Classic
A. SWINGING
aTru
and Smooth -Star (NON4MPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Sm ooth-Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Sm ooth-Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
12/3112024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/1412026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248.10
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
F L8248.1 1
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
F L239.2
Ill
7/3012025
Pella Corporation
Series 10120
FL1 1206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60.0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2116/2024
Pella Corporation
Series 10120
FL11161
+30.0/-30.0 psf
3127/2023
Pella Corporation
Series 10 Sliding Window
FL12811
N/A
5/2512031
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60,0 psf
4/312023
PGT
Series 5520
FL243.5
NIA
4/3Ot2O25
Pella Corporation
Series 10120
FL6694
+50.0/-50.0 psf
7/15(2024
Pella Corporation
10 Series Flange Fixed
FL16280
NtA
5/25(2031
D. MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
NIA
512612026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
F Ll 3192.1 - FL1 3192.2
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum SaMt
FL16544 R5
+54.2/-54.2 psf
7/3012023
C. OTHER
4. ROOFING PRODUCTS
A. AS P HA LT S HINGLE S
GAF
3 Tab, Dimensional
FL10124.1
Ill
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roof)
151b Felt Underlayment
FL12328
N/A
6/2912023
Plyglass USA, Inc. (lbr Tile Roof)
POLYS11CK TU MAX
FL5259
NIA
12/23/2023
ROOFING FASTENERS
NOT USED
-C.
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
F Ll 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING 11LES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 15OSS, DMC 175S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Gahanized Steel Storm Panels
FL15076.1 - FL1 5076.2
N/A
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
F Ll 7869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES-
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
Ill
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
NtA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Ll 774
NIA
5/25`2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibirmation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DA TE
Florida Department of Business& Professional Regulation page I of 3
Building Cod" and Standards V25022
Product Approval Application Detail
091
20 2=
DateParrolno
am
L22
versto MWA%G=
Contact Engineer S, Ucense Validated
validated submitted
F13C Approval
Awrovand
Rer,ision
2020 Therms-Tru Corporation
Stwe Jasiperson Lyndon F. Sonnet P.E. Ryan J King.. P.1E_
07r23r= 07/12=
07=0021)
101131'2020
Approx,ed
Category: Exterlor Doors
(SM) 843-7028 PE-43409 (813) 767ZSM
Subcategory. $Wngi ni; Extencir clear Asserriblies
slimplamnliltherring....
Clampliance Nieffiod: Evalusbon Report from a
m
r
_Iorida Reg sterand Architect me Licamsed Fiords
FIA1211111MR3
ProreasIM Engineer
Products
a" 0
product Stated. Number or Name
productoesseMpfflon
QualftyAssurence ApprowdlitarUse, ApprovedforUsiat
CombactExplindlon Date in HVHZ
Outside HVIV
Intel
Resistant
21111111
Preirsou
I
aL Tberral Fiber -Class. and Smixic"taur
Nominal 6&M.8 Squat ImpactAquot Opaque
Inlr2m
Y"
Yes
YM
WA
Composite Edge Fiberglass, Single Door
(1m;,ArGO.t-n9; X "'figur-ti"i
2
b. Therniga-Tru Rber-Ciamsic and Shmoth-Star
Nominal $"*. 8 Squat, ImpactiLqual Opaque
IV3112=
Yes;
yes
Yes
WA
Campo" Edge Fiberglass, single Door wth
Sidelbe(s) (InswinghOutaxiong; X0, OX or QXO
configurations)
3
a Thermsi PlIber-Clanxi and Smooth-Sar
NomlnsI6&;eSg$"Impact" Opaque
lval=
Y
Yes
Yes
WA
Composite Edge Fiberglass Double D-Ath at
.Mmut Sidelifte, (I-MrVObi XX or OXXO
configurations)
4
d. Therma-Tru Fliser-Classic and Sincoth-Sts,
Nominal 880M,0 8quotimpact&q.cit; Opaque
12t31/2022
Yes
Yes
Yes
NfA
Composta Edge Fiberglass Single Do.,
a newingrOurtswing; X configuntrach)
5
is. Therms-Tru Fiber -Classic and Sarmoth-Star
Nominal 9SN3g,,0 11quolimpeckl1q.at. Opaque
17J31=
Yes
Yes,
Yes
NIA
in I , rgan he r
Sdolte(s)O�ngtOutowng;)(O.OXorOX0
configurations)
6
f. Therms-Tru Fiber-CLassic and Srhooth-Star
Nominal S"39,C) aquo"minact&q.ot Opaque
17J31=
Yes
yes
Yes
WA
Com E eFlbsrglassDoublodoxo�wfthor
t (IrxxMn91OuteAng; )O(or Q)0(O
whh=1%
configuration.)
7
g, Themmi Rber-Ciassic and Santerth-Sta,
Nominal 6&XW,8 8quatImpactilqual, Glazed
12131=
Yes
Yes
Yes,
NfA
Composite Edge Fiberglass Single Door
Cinsawrig/Outownrig; X coniguranion)
8
h. Thomati Filbor-Clastim and Smooth -Star
Nominal 6,8 ftuatImpactAquort Glued
12r3lr2O22
Yes
Yes
Yes
WA
Composite, Edge Fiberglass Single Door wildi
Sidelits(s) Onswin&40utirwing; XO. OX or QXO
configurations)
9
i Therma-Trufter-Classic and Smccith-Star
Nominal 8':8 Squotlmpact": Glued
12J31=
Yes,
Yes
Yes
WA
Composite Edge Fiberglass DmInle Door with or
without SaWltess (WasMirig/OutswIng; XX or OXXO
configuraflons)
10
1 'rharma-Tru Fiber -Classic and Smooth -Star
Nominal 8&,#39,,0 lliquatImpactiliquan; Glued
1 V31t=
Yes,
Yes
Yes
N/A
Composite Edge Fiberglass Single Door
(1-4-WOud.-r-go X con4urartion)
11
It 1-herma-Tru Fiber.Classa anti Smoofflh.Stsar
Nom not 8&W.D&quatlm;xrct&quai Glazed
12131=
Yes
Yes
Yes,
WA
Cam= Edge Fiberglass Single Door Wh1h
Sidelitai OnswrignOutowng, XO. OX or QXO
config urationst
12
1, Thermil-Tru Fiber -Classic and Smiciath-Slaur
Glued
i=112022
Yes
Yes
Y"
WA
Composite Edge Fiberglass Double Door wlth or
without SkMites (IniamnCiOutswing; M or =0
Configurations)
13
m Thermsa.Tru Flber.Claiashc 2 no Simalt-Star
Nominai6grB"lmpact&quol; Opaque
l2r3l=22
Y"
Yes
Yes
WA
Composite Edge Fiberglass Single Door with
SquotNon-InlaaactAquot; Sldalfte(s)
(I 'vMVOuiwMrQ; XO, OX orOXO configurations)
14
n. Tharmi Rher-Classic and
Norn nal O&SM,11 &quatlhrmact&qua� Opeolus,
120/2022
Y_
Yes,
Y"
WA
Cam= Edge Fiberglass Double Door with
9quatNion-Impact9quat; Sidelines (I nswnglOutswing;
O)OKO Configuration)
15
a. Thernal Fitair-Claxam and 6maxotth-Star
Nominal 8&f,*,D 11clual(ImpaclAquat Opiliquos
12`31r�m
Yes
Ym
Yes
NiA
Single Door with
S`q rings Zu do *a)
OnswinglOutswing; XO, OXorOXOconfigurations)
is
p. Therm-Tru Fiber-Classo and Stmoth-Ststr
NornIn2l8&#W,0&qu:at;Irmgc1Aquot; Opaque
12t3112022
Yes
Yes
Yes
NfA
-ompostes Edge Fiberglass Dimities Docir with
&quat;Nori_lm;asc1" Scialfts (Inswing(OunsWrili;
OXXO coafiguratiDir)
17
9, Th--T. Fber.Cl.... and Smaxoth-Sixi,
Nominal 6&MS SquoI;Nor-Impax;lAquoL Opaque
1 Z131
Yes
Yes
No
WA
Composite Edge Fibaiglass. Single Door
0 nstimnWOuntswing; X configuration)
18
r Therma-Tru Fibar-Classic and Sirmoordli
Nominal W39-.8 %quatNon-Impeadloquot Opaque
12131=
Yes
Yes
No
NfA
Composite Edge Fiberglass Single Door with
SdAIWS) (InewingtOubirwIng; KO, OX or OXQ
carifiguranions)
10
s� Thermi Fixer-Claser and Smaoth-Star
Nominal S&";89quot;Non-lmpxactil Opaque
lwi=
Yes
yes
No
IYA
Composite Edge Fiberglass Double Door with or
Without gelatin (InswingiOutinming; XX or OXXO
configurations)
20
t Tlhorma-Tru Fiber -Classic and Smocith-Star
Nominal 88#39.0 11quothlon-ImplacMcluck Opaque
12t3l=
Yesi
ytra
No
NtA
Composite Edge Fibergistal Single Door
(I nsstrigfOulthming; X configurarlion)
21
u. Therma-Tru Fiber -Classic and Smooth -Star
Nominal Wili liquotNon-Impactlilquot Opaque
12/3i=
Yes,
Yes
No
WA
Composts Edge Fiberglass Single Door with
Sidelite(s) OnswrigiOutswng: XO, CO(cir OXO
conflau"I'Lo"s)
22
This-T. Fik-0-it, end S-U,-%.,
Nominal 8&#M;O "Nor�Impaid&quol; Opaque
12r31F2=
yeas
Yes
Nia
NJA
Composite Edge Rbarglass, Double Door Wth or
without Sidelitas (Inswing/Oubai )C(or OXXO
configurattions)
23
w. Thorme-T. Fiber -Chill and Sn.Qth-Sta,
Nominal 516439-A &quvtN'anlmpad&quQt; Glued
imir2m
Yes
Y"
No
WA
Composte Edge R berglass Single Door
(InawnglOutirwrig; X conrliguration)
24
x- Thermal Fiber -Classic and Snrvoth-Star
Nominal SW39.8 &Quot*.NonInwct%quot; Glazed
121311=
yess
Yes
NO
NJA
Composts Edge Rberglass Single Door with
Sidellner(s) (InsWh%0uhl*Jn9� XO, OX a OXO
Configurations)
25
y- Training Tru Flber�Clsssic and Smolh4g;ar
Nominal 590M;8 &quatNcl Irripactiliquat; Glazed
121'311=
yies
Yes
P40
N/A
Compoi Edge Fiberglass Double Door Wth or
without Sidelftes (Inviving/Outswing; XX a OXXO
ouniNurantions)
26
Thermal -Tru Fliger.Classle and Smenth-Shir
Nominal all3g;O liquatNel ImpactIliquot; Glazed
I 2J3112022
Yes
Yes
No
NIA
Composite Edge Fiberglass; Single Door
(InswrolOutinexirg, Xcionfiguration)
27
za. Thenrina-Tru FlaorcAmic and Smooi
Nominal SW39:0 Squat, N_ Irnpiattl%quat; Glued
12t3l/2022
Yet,
Yes
Nb
WA
Composite Edge Filb-91- Sirgle Door with
Sidelkn(s) ons%ing/Ountsi XO, OX a OXO
configurations)
26
zb. Therma-Tru Fiaer-Class. and SrrxKAfiSta,
Nominal 8':0 8quothlon- Impact8quot; Gland
121311=
Yes
Yes
No
MIA
Composite Edge Fiberglass Double Door win or
withoutsideliuse, onswinglouawnionl. )O(of OXXO
Configurations)
Florida Department of Business & Professional RagulartIon PqP I M2
Building Codes and Standards ISMI
ProductApprovall Application Detail
1131 W��
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Entry
20 91111.
DK* holding Du
V"w Manufacturer
C""I" Enaingai License
kadkwda validities! submitted
LILNImud ADIXIDA"
11116111111.
R"sien
2020 Mi Nitclosirs and Doors
Brefflaftinger Luis Roberta Lomas
8ternin M. War, PE 10,08=20 loffl&=
IOA992020 12JI51202D
Appr..d
CatengoW. Exterior Doors
(717� 355Mi PE-6251
017)317-8414
"Cal*gorr. Siding Exterior Door Assemblies
tmfflhI;aV.nxd-
Compliance Wished Enludon Report tom a
Flaxida Registered Architect are Ucarmad Fianoa
pmr-larmil Engine.
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product Dessarlatio
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rw use
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UMINU M sGD
SERIES 420 ALUMINUM SOD OXCI
12131112024 No
Yes No
N/A
14-_3i"Wd;x60&Q.ot; NONIREINFORCED
2
SERIEG 420ALUMINUM SGO
SERIES 42CALUMINUMSGD OX XO.)O�
12011202411 No
'fes No
WA
96&q.d;aUq�ol; NON -REINFORCED
3
4211ALUMINUM rGO 1611104CED
SERIES 420 ALUMINUM SGD REINFORCED DXD
12f3112024 No
Yes No
WA
:ERIES
l45-3f4&a.ot.x9Sdx.";
I
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SERIES 420 ALUMINUM GOD REINFORCED OX
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WA
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0 ALUM NUM SOD REINFORCED )OCK
SEA 2 1
12J31/2024 No
Y. No
WA
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Florida Departini of Business & Professional Regu atlor Paw I al
Buildrig Codes arid Standards 10=1
Product Approval Application Detail
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(W)763-Wl PE-5i737 (904) 821-5200
Calsigurr- Exterior Door
doornIshillixisyne-dalton.c
S.IsCaltipsirr- Stidlerel Wam, D-Anambilas
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PLAVN$4t?D
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fair Usai hassed
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U*39: Max %ift i QIM; Max height. Glazing 12131r2023 No
yes Yes
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awilable In too or Inlermedi do soetion,
10
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A84139; Max Width. 1401,011 Max height. Glazing 12131=3 No
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avall0le In top w Intermediate section.
I I
6000WOM200 #1 1 24
losel Max �vldh. 148939: Max height. Glazing 12MM2023 No
Y" Yes
3440/-16 30
sAlable In top or rittimeallatt stotlori�
Florida Department of Business & Professional Regulation reip 1 or 1
Building Codes arid Standards
Product Approval Application Detail
290 Do pall! Diat partam imt
mm Yocum Manufactures ceardsft Emmental Xdddm submitted FBCA-1,14 A-131,1111 111191111,
Rexilk. 2020 Comes [Aylistan of AADG line Toot Rarter 1JL LLC Tray, Sho p, P.E. 1211017021) 1 ?A I rl 020 12UIM20 Appi
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Suboaregoith Exte. Door Components om. aft.A.-eltiy-
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1 47. 757, 7", and 647 Single and P." of Flush, Mated. and 1-a-al single and palm or 12J3112M Yes Y_ Yes WA
Doors holes minal doors.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Building Codes and Standards
1/2612022
Build rig Codes and Standards M2021
Building Codes and Standards iffiQO21
Bulkling Codes and Standards I'St=1
Product Approval Application Detail
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(941)48"100 (786) 315-25M
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(T17) 365-3300 M-like- Atisocistion f7lT)317-8454
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1
a- Therme-Tru Fiber -Classic and Smocith-Star
Nominal M#39:8 Iliquot: Non -I mpace8quot Opaque 1 ?J31/2M
No
Yes
No
NIA
Composite Edge Fiberglass Single Door
11 new ng/Out-ring; X configuration)
2
b, Thermai FlItier-Classlic and Smooth -Stair
Nornitual SM34):8 lkquo�Non-lmpactil,quot, Opaque 12J31121W
No
Yes
No
NIA
Composite Edge Fiberglass Single Door with
Scletita(s) (InevAngfOutowng, XO, OX a OXO
configun.b.n.)
3
c. Therma-Tru FibetZlossic, and Snuxoth-Star
Nominal 6&*M:S ".Non.lnripact" Opaque 12J3112022
No
Yes
I'lle
NJA
Fiberglass Comptumb. Edge Double Door,Mth or
Wthout sciatica (InsImingf0vtPining, XXcrO)C(O
configurations)
4
d Therma,Tru Filow-Clamic and Smooth -Star
Nominal 7U*,I) ilkimtNort-ImpaceSquot Opaque 12/3112022
No
Yes
NO
N/A
Composite Edge Fllbefg Ian Single Door
(intivAngfOutsWng: X configuration)
5
a Thermo-Tru FlIber-Geartic and Smooth -Star
Nomin.al 7&#W,O "Non-IrrpacAquot Opaque 122112022
No
Yft
No
WA
Composite Edge Fiberglass Single Dow with
sclialill 0 n3willOutswrig: XO. OX Or OXO
configurationis)
6
I Therma-Tru Ripar-Classic am Smocth-Stiur
Nominal 3&WW�O&quPrI;NoirImpacW,quct Opaque 1=1r2O22
NO
yes
NO
NIA
Flords Department of Business & Professional Regulation P" I 01
Florida Department of Business & Professional Regulation Pop I dri
Florida Department of Business & Professional Regulation Posit orl
Composite Edge Fiberglass Single Door
Building Codes and Standards 15=1
Building Codas and Standards tami
Building Codes and Standards 115=1
ll�ngifOubavvrkdi, X cordtirucation)
7
ii. Tharms-7ru Fiber-Clocissic and Smooth -Stair
Nominal U#39;0&quoL;Nor,Imp;x;t&qv;;� Opaque 12/31=
Nor
Yes
No
N/A
Composite Edge FibixglaxeSingic, Door ,eth
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Dettil
Sideldes) Onswrig/OulsoAng; XO. ON a OXO
� - � - , '4','T "--"'t'��Z�%'�'��"� "
� I . "... M ,"o",- -- -, -'-� - �"X'_CN`11' N Z � _nlq`0 . , 4'� X'��_ - '_
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-
configurations)
8 h Therme-7ru F
-iber-Clamic and Smooth-Ster Normnal 69#39;0 "l,lon-1 mpoicAquot Opaque 126112022 No Yee No NIA
Cionniponabo Edge FituarVaria Do." Door Wth or
fd&
� "I ... "I ._ - I
EMW - I - - - __ " I . D I st& P-dirid
2di 2" 21M
rilift
, '!��'ZW'__
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shell oi, ad, Permit-
2OU 211111 am
wo
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Entity w Date Aundiroo 11
2" 2" 292
.
Wth&jt Sidelitais (In&wyrgfOuIsyv1nr;- XX or OXXO
I
Version M,r,f,t,r,
cooled Encinitas 9 ulcerate Withal W vitildided &A-RW FBCA-,,W Atticideved
Version Manufacturer
Contact Endmi, & Liverst, Vgd,t,d & V,litlard Sulantiftj flIC Acastroval Approved
Voralort Manufacturer
contact Validated By Validated Submitted FQC Amemal Approved
configuilations)
mm
it"
I=
liam
am
2uhLU-4119M it"
9
i. Therma-Tru Fither-Ctamic, and Smooth-Stat
Nominal 69#39:8"Non-Impsk;t", Glued 12M r=
NO
yes
No
NIA
Afforlation 2020 FIST InduWk.
Jan. Roa-sid 1611-1-0.d. Rcco - CER Mlaml�Oiide SCCD - VAL 1 110512D20 110WO20 1111112020 Approfflo!
Revision 21120 Ml Wnd- .no Do-
Sront Siftlin", Lut. R Lorrhrii, PE Stay.n W Won. PS IOMS1202D lWeni)20 011912020 12M5.2020 App-od
Affintrallon 2020 FIST Industries
Jan. Rmm�dd Mont�Dhadle 8CCO- CER Ifilam-Chtdis BCCO � VAL 11,05rA20 I V050020 11AM020 Approved
Composite Edge Fiberglass Single Door
Cid.gorir. Wnd...
(041)46"100 (786) 315-25M
C9.9w, VVInd.-
(717) 365-3300 PE-62514 (7ilt)3174454
coagaill Wrocin,
(941)48"iOD (780) 315-2590
(IrenvingiOutsvining, X oorridunadon)
sulthcougavir. Flyod
yoswokicipgandusules 0
"C.t.my- 1101.111orna
cAftilroolitmWd-corn
SubCadapary: Wlions
froarchinslohilip9dridustiles,c
to
� Twrma-Tru Flb8r-CW"C 2Md Smooth�St2r
Nomhal MX39,8"Non-Imp2c1Squct, Glazed 12/3112022
No
Yes
No
N/A
Morntillathca Marthod: Ce,filloation Marl, w LkUng
Orn
Comitilionce Mothock Evaluation Report torn a
Compliance MWhW! C.111call. turns o, Useng
-
Composite Edge Fiberglass Sing Is Door Mh
Florida Registered Arch'i"t or. Ucenood Florida
Sidelde(s) traie4rigitOLtsvoing; XO. OX a ONO
FLO434tZ4 Fir
ProNstri-I Engineer
PLam4tl3
toptifiguratons)
11
I Thientria-Tru lcipe,-Classic and S-th-Star
Nominal 58#39;88quot.NonIm;pacftuoI,.. Glazed 12t3l r=
NO
Yes
No
NIA
Cursory Assurance Accrado,11,111, A2UgXkglff.YU bald pailm
FluMS1614M Produsto
Quite, A,- A..F.M for U. AwroonstforUssi imead gogm
Composite Edge Filoctillases Double Door Y�fth or
AW .6 No-
Isnoduct Descried- Conk,A Expiration Das in HVHZ Outhold, HVHZ Resistant P-ro
it" Product Model. Nuallistror K�
Product Description Contract cmdralm Diat In KVf1Z oLddcb assistant Pressure
vAhout Sdelfts (InviAng/Outeyving: XX or OXXO
5 PA159iftitlo,�11madi
Viny! Pl..d %Mnd- 04M/2023 yo, Y. Y- N)A
Quality Assurance A,,r,,Wf,U,, ARWAXNLWLUK komra peaddin
1 Wilaris tor Adl Dcoor a d Whdoihs;
Aluminum Wkillons D512162020 Yes Yes Y. WA
conligurations)
INA ft Number s, I'llons
Product D,,,h*,, Conrad Excited- Data 1, HVHZ outside NVNZ Riskiest proncou.
12
L Therma-Tru Fiber-Classicand Smooth -Star
Nominal 79#39;0 "hlon-Impachl Glued 12131 r=
N.
Yes
NO
NA
2 57844
Vertical Aluminum Mullion 12511/2024 No Y. Y.. WA
Oompoisdor Edge Mberglaripi Single Door
(IntryangfOutrwrill; X configuration)
13
rn Th--T. Fiber-Classait, and S-W.Sher
Nks,nnal 7'0 &quctNonI mp;cUqLx*. Glazed 12)31 r2=
.
No
yes
No
NIA
Cornposite Edge Fiberglass Sing I- Door % ft
Sideldele) 0nsWrgKXft,*in9; XO, OX or QXO
configurations)
14 P, Thorma-Tru Filear-Clossic and Smooth.Star Nominal a'0 "Non-I mpmct&qLK*. Glazed 12131 = No yes No WA
Composite Edge Riberglarst; Single Door
(1n&WPgfOuW.": X conlIgumation)
15
o, Therma-Tru Fiber-Clarpsic and Smicoth-Star
Nominal 8':0 "hlont-ImpatcAquot, Glazed 12131=
No
Yes
No
N/A
Com posits E dge F,berglaoss, Sing Is Door .ft
Sidelre(s) (InsyAng/O.Awring: XO, OX or OXO
configurations)
Florida Department of Business 9 professional Regulation Per I ari
Florida Department of Business S Professional Regulation Pop 2 of 2
Florida Department of Business & Professional Regulation Pop 1 e2
is
c Themua�Tru Fiber-Clamic and Srnooth-Slar
Nominal 8&039;0 "No�Impact%quot Glued 12,3112022
N.
Yes
No
N/A
Building Codes and Standards 1115=1
Building Codes arid Standards 100=1
Building codes and Standards 115=1
Composite Edge Fiberglass Double Door- �ft or
vittiouit Sklelites OnwigiCturtsoing; XX or =0
configurations)
Product Approval ApplIC ation Detail
Product Approval Application Detail
Product Approval Application Detail
17
q. Therma-Tirt; Filber-Classic and Smooth-Slar
Nominal 6&039;8 "NoPInrpxa.Mqu.t Opaque 12M r2=
NO
Yes
No
NIA
�, , 11-14411-1 1� ,V. - �'"." - _"�gg� -1, ' rl'�'-�' I
�� I - 1,-, "" I., 4 11- �' r ,,, "'�_ '_'."��_ .�," �" �^'_ "" -'W�'�� �''�"� -". _ �� , -1 _,��;��'n
W, - "��' '��' � , �v �
�
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*0*CM21'1!A1'11_'� WQ`2'��F-i'-'N M" a, , , " ,,, -nj, ". - , ",",""
M�"-' 1�
I 1 -
�� '
1_1
� ��' 1 � �� I ��
�111 � -�' I 11'
Cornposloi Edge Fiberglass Single Door With
18
r Therma-Tru Fiber-CLamic, aM Smooth-Stor
Transom (Insw rglWwng; OA configuration)
Nominal 68#39;8 6,quotiNoMimpactiliquot Opaque IWV2022
Nlo
Yes
No
NIA
9M
"- - , _�
_13477111-M 7�,'.'_;�v,��!"'���
finger a 292 2111111 Dist Parham ]&A
S90
11-
Entity or an 2u Drits, Panel- 20
cm
� - : 11
" ..
Entity tor, 21K CA, Pandrico 20
C-powt. Edge Fiberglass &.g 1. Door ��tlh
zm Vision Manufacturer
Conrad Encenceir & Licave, xamwm Nnificaled Dukwm LIL&WOU Marooned ada
I= Version NbP,r,,Iur,
E,,k,- AL Licarso Validetaid Ev 3ULd" litilialatiat FISC Agenoted Acione-d awn
MM Version Manufacturer
.=I
Contad Indrina a License Validated Nor Validated submitted F9C Am Approved status
Sid.lihs(.) and Tramtorn (ImanntyD.i-n.j. OJXO
01OX or ChrDX0 connguraborts)
R.vskn 2020 James Horde gulkling Products, [no,
Chad Clarcks V. Andne, Ton John Squirm, P.E. 01t5r,071 1211412020 01IM021 diling FBC App,
Revision 2020 Mid.
Nick rhisinician Lyndon F. Schtnick. P.E, Fly- J Khg, P E� 0215/2021 02MM21 02=021 (103=21 Aloom-cl
Revision 2020 GAF
Woh,til Shah Recent Niaminen John W. KnezirAch, PE ot (191:212020 lW2Y2020 12MU2020 Appro,ad
19
a. The-7. Fber-Classix, and Sincoth-Ster
Norninal SWQ;8"NoP-Impadi8quot Opaque 12012022
No
Y"
No
NIA
cen,gw. Pool Won
(149) 545-83N PSNW2 f352) 387-2520
Ca."! Perot Witils
(33D) 922-2389 PG�13409 i813.) 767-GS55
Catingerry, Facing
(600) 71116-3411 PE-50166 (054) 772-11224
Composite Edge Fiberglass Single Door with
"Woprr. Going
,h.dAor.k.@j.ohorc1
8.bCd.g.,r. Sollibe
nthompeoneal.id-
11hulloCatigictry, Asphalt Shinglic
thsti.hapai
SidislilaK.) (1nAn9tO.t.Wrt9 XO, OX or OXQ
Compliance Named: Evakiallort Report lrom a
-
compliance Method: F,as.ation Report from .
Corriplianoto Method: Evoluallm Report It= a
Conflnuous Head and Sill carriligumbore)
Florida Registered Architect - Licensed Francs
Fedd. R.girtonsdArchlbact or. U-sed Florida
Florida Registered Architect or a Licensed Florida
20
t Themna-Tru FO-Ciamic and Smocith-Slor
Nominal 8&039,,0 &q.ot;NImp.et&q..t; Dosque 1213112022
No
Yes
No
WA
I Prafassional Engineer
profisasionril Engineer
Proferisioned Engnicar
Composite Edge Fibergisser Single Door with
Scielice(s) Omsvoinr;10.bovimg� XO. OX Or OXO
fl.*131111240 Product,
FLA111927241S Russia,
FL0101124,412111 Arricloffift
21
u. Thermai Rbeir-Clah,sic and Sn-th-Slar
Contnuous Head and Sill configurations)
Nominal SUM.8 116quotNon.linpachl,quot Glazed 12131/2022
No
Y_
No
NIA
Quilifty Assurarm Acrarayocif"Ust Approved W Use Impact pedw
Quietly A,- A,,,,,d for U, Aper-ed for Use liplawl. 2wilm
Quality Assurearticat Approhnihill for Use Aciammaid far Uss b= Million
Composite Edge Fiberglass Single Door wAth
lit" Roduct model, Number W "am
Product Doscillollo mi In HVIN! Outolde HVHZ lltvsd�i
8-40 1i,.duict 101col.l. rk.t. . Me-
Product C-Apton Contrect Exelrellon Od. in HVI4Z Outside Freakiest P-.
lmi Proluct Madoll. Number Or Name
Product Descried, Conaracil Exalrallorr Date In HVIjZ outside HVHZ Realistard Pressure
Scledloo(s) (Ins%ingtOutsvAng: XO. OX a OXO
i Comple.), Lap Siding
ib-inert top wing 12131=3 Yes Y. NIA NIA
I a. &quo:'2T" 80flo
Vem or sold vloy! Sollis 12J31=3 No yes No NfA
I GAF Asphalt Rod Shingles
Floorliti. rantorced 34.b. lorrinated. 5-t.b.Od i2mar= N. Yes N/A NfA
Continuous Head and Sill configurabords)
2 HistrolloPlank Lop going
lb-cernort top odfing IMWO23 Yes Year NIA N/A
2 b. &puct.Allhititce T4&dvdi� Soffift
Vant tv Sand VWA Saflit 12MM23 No Yes No WA
hipmegir asphalt .1roleis
22
v Therma-Tru Fil�-Clasao and Smoollh-Star
Nomirnal 8':0&qudtNoP-Impao1aquot Glued 12)3112022
No
Yes
No
N/A
3 c. 4:q.WGr.snbrI%r 'Antil Boaded&J139: Soffit
Vent or sold Vinyl Sonlit 12131=23 No yes No N/A
Composite Edge Fiberglass Single Door vAth
4 11 Lquot:058clual; Sent
Vint � Sold VkM Alone 1213112023 No Y.. No WA
Sidettle(s) (InsWng/Outsviling; XO, OX a OX0
5 . &quat�Cwrtar Oal,Lquol; Soffit
Vent or Sold Wyl gone 12131,2023 N. Y.. No N)A
23
w. Thermat-Tru Fliber-CLancric and Smooth -Star
Continuous Hisso and Sill configurations)
Nomlnuil Mot "Non-Irnpactriquot; Opaque 12MI12022
No
Yes
Nb
N/A
6 i "Sum spioo&quo� sollit
V.PI or Sd.d Vary! Sent 12t3l(2023 No Y.. No N/A
Composite Edge Fiberglass Door Pawls vAth Vented
Scialita(s) OnorynalOutswing, XK, )= w XXXX
configurations)
24
x. Thermo-Tru Fiber -Classic, and Smooth -Star
Nominal Mill Itcl-tNon-ImpWilquot Opaque QMV2022
No
Yes
No
WA
Composite Edge riberglaw Door Panels wth Vented
Sidelil (InsvAngfOutowing. )CiL XXX Or )COCK
canfia.ret.n.)
25
y. Therms-Tru Filear-Cla"mand Smooth-Sta,
Nominal SM39:8 "N-mtpacl" Glazed 121:31/2022
No
Yes
NO
NJA
Composite Edge Fiberglass Door PrI ,ft Vented
Sidelibe(s) (InoWngfOubi.ing; )X )OO( or )OOQ(
Florida Department of Business & Professional Regulation pass I ori
Florida Deportmerit of Business & Professional Regullortien Pee, I arl
Floncle Department of Business & Professional Regulation Pop I or I
20
� Thisitroo-T. Ficer-Classic and S-Mh-%r
ocrifig.rapoirs)
Nominal SLIX0 &qtxX;Ncm-Impact&qu.t; Glued 1213112=
No
Yes
No
N)A
Building Codes and Sta riclards 100=1
Building Codes and Standards is=
Building Codes and Standards 16=1
Composite Edge Filbergiciss, Door PlifelSVIO Vented
Skiellol insiOngtourts,,vinig; XX Xxxor XXXX
corIfturations)
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
27
za Therma-Trui Fibeir-Clamic and Smooth -Star
Nominal OU39:8 &QuotNon-linspractilquot Glazed QrW2022
QDmpceft Edge Fiberglass Single Dooryoth3WRO
No
yes
"k,
WA
, __ �
�
i - - - - - �' M" -
1, I'll ,
�Z ,
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X',-.�' - %' �' , "��j �- "�_ -, ,
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- - - - _'_C"W*_"_;-_;'9_r_!W
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Z- � -�%Z' '-�' " - � �'� - . ; �% ,,, , _"---"_' W,:t�w�tA,',; '_'-�_'�_' '-� - -�_'� - �r , I 11 �
��' I k= t's' , z� '�:&-'4��i-'X-7,,��'�g -. ----' t��'�'�:f�!�Z�'--_g'� ,,
M , ��= 't� I .- ,,,, ,,, ,; �'. .,- , - . 1,
~. , �� MR -A &� � -, - - ,
'Lr!�' t V t'�!'�"'�:" ,
'." - �6"g L �� , tF. , .W
SicLlWs) a nswrigiOutsving: XQ, COX a OXO
1 I - -
__ I
-
'X�',�'�� "t, _. _;1 ��v�.14�"�
lIV, -�"'����,'��-�,� N"�_"W�'
- '�' rM .
-��--��,,,,�,�x,��,��.-��&:--�,�fr,��,�-�,,-��,�:,�!-.4--,,�,�,,�-���,.",z",:L,��,i��j;' -1A�L,"'7-"w-"Q _�___��;��"iV3'm
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, - I - � __"'j__ __
; �c � I, -� __ - " � 1, 'r,
- , 11L%�"� _
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"Nurabons)
220,
Entior or 21LE 29, Dons Phshol. 21W
92di
Inifty or 211:11. Dug Diat Isometric 2"
221111
Entity or 2m au Date penclive 292
28
zd. Tbarms-Tru FlIcer-Classic and Smooth -Star
Nominal 6&#W;B &quiotNon-ImpaGt&qun1; Glazed 12/31=22
No
Yee
No
N/A
M= Vors4on Msr.dsctu_
Cordect Erains. A U-, Validated III Validated Submitted F&CAccreval A22LUd atom
I= V,,I- Rt,,%,Au-
Contact End,,& Li,-, kdgmem Validated namom F11CA-rovid A,-v,d gmn
IV" Vorril- Oftnuf"turm
contest awn- a Wine. vww,w fly V.Iid.W &A..Nt.d PAC Approval Approved al.h.
composite Edge Fiberg lam Double Door With
R.v1socn 2020 TAMKO Building Produots LLC
Kwrl Ede Robert Niontintort John W, Knezovicb. PE 1=412020 09029=0 I OJI 202020 12)16= Approved
Ramsion 20M L,V. Thompson, Inc. Lips Thompson Architectural
Tory Christman Zscliary R. Priest Steven M. Un.h. PE ORA 7=20 OW11112020 0912MO20 12115=20 Appn-d
R.vaion 2020 Florida Metal Produaft the
Clark Jones James L sucker P.E.0 Steven M. Urtch PE OW2712020 09,2512020 100412020 121i6m;K) Approvecil
311#39.0 Sicialites (InswriplCutswrg: OMO
category; Repent;
4417� 824-86" FE-50166 MA) 772-6224
Metes Company TAMC Q)
1813) 248-3454 PE-74021 (117)317.9454
Cah.UW. Facing
radii) 793-8400 CSLICK Engineering i 717) 317-13454
29
op. Thamne-Tru FiIpw-Chassac and Smipoth-Star
configuration)
Nominal 8U39;0 ftuot;Non-Impactl5icuot; Glazed! 1 MI/2022
No
Yes
N.
NJA
SL.bC.tqpry-- Underlayment,
kirm_aderitpornk-
Cansgorrin. Rocling
"Category; Rooling Accessories; that are an
lanyog-ttinc.ongomn
111"itimiantr. RoAng A.-scries that - on
integral Part ofth. posting System
Narkilliflamoo com PE-31242
Composite Edge Fiberglass Single Door With 3WO; 0
Sidelite(s) OrswngfOuloavong; XO, OX Or OX0
Compliance Method Evaluation Report tom a
Florida Registered Ardidect ar a Licensed Ranks
Innegrol Pon ofthe Feeling System
Comitill- Mithool E,nsl Report fnon .
obrifiguratons)
Pri,irric-al Enslin ...
Carritillance Omho* Evaluation Report irm a
Piano. R.gat.redAr.hft.ct or. U-sed Ford.
30
zd, Thernna-Tru Fiber -Classic and Smooth S�ftar
Nomnal 8':O":N.r-tmpaot&qu:K Glued i2mr=
No
yes
NO
INA
Florida Registered Architect or a Umsed Florida
pnotesel-I E'sinsor
Composite Edge Fitionglaiss Double Door with
PW232849 Products
Professional Engineer
F LAZ5Ml-R2 Produces
38=9 0 Sidirlites (Inst,iing/OuticMing; QXXO
Quality Asintrance AtistrovisciforUn
FLOIBMt443PrW,,t,
config6rationj
111511 Product M,W. Number or Name
Agmandiff.Un inaw 229M
Product Donscrialki Conliect Expiration Door In HVHZ Outildo' HM R,,W,A lintoorun.
QualkyAsw� AccirTM for Use AwrotiondforMas tom 2two
31
ze Therms-TruRcer,Classic and Smooth -Starr
Nominal Mli 4quotNor-limpactS,quot; She ker 12131120,22
No
yes
No
NIA
Quality flustorrance Accerniediral Acial for Use 1110W Rift
aw
��!�"
Predict 0-1,d- Conhaid Fedintill- Date In 14VHZ Outside KVHZ RaMoranit p-suni
Saries Composts Edge Glued Fibughiss -SP91.
1 TAMKO Rod Underlaymants (HVHZ)
Rodumdefloymanittr for us. In FRC HVH2 Oamm Yes No NIA WA
aw No-
Precise! Costaricific, Contrast Expolnothert Data in KVHZ oultold'sAm RIAU= We-,
3 GIR111d'a-eVe M & Out at:
Aluminum Ridge Vartle tor prichad rwh foledcated 12/3112024 No yes NO NIA
Door with or Mho.t 1 W30:2 Sidalite(s)
(Inemng(OutiNving, )� OX XQ or OXO cordigurabons)
2 TAMKO Rod Urmuniayments cN0N44V19)
jurisdiction..
Rooluncladaymentsfor use In FEC nm44VHZ 06129nm N. Y. NA WA
I = I Vann with Belo for Tic
20 go. f0be rOlfrVendulbOr With panic OWM025 Y" Y" NIA N/A
from 0 025'AJ..in,.
jurisolictions.
2 TAMCO GicimnaccVicht
3 TAMCO Off -Ridge Rod Vant vft Baffle
26 OIL OWN/2= No Yes WA -O�S2.5
20 pa. slope rool'ventrator with Integrated baft 09=00" yes Yes WA N/A
4 TANICO Round Top Off-Rfte Vord,aO Beft for Tits
26 go. staffl.nooff,nonshodar eflin beffl. OSIMM Yes Yes NA WA
Florida Do parignent of Busirim & Professional Regulation Pip I orl
Florida Departmert of Business & Professional Regulation Poll. i .is
Florida Department of Business & Professional Regulation Foos I of I
Florida Department of Business and Professional Regulation
Building Codes and Standards 11712[cil
Building Codes and Standards 11=1
Building Codes and Sta nda rds 10022
Building Codes and Standards
3/15/2022
Product Approval Application Detal I
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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Andereen Robin LAPNO Untlorm Evolut.pon Gary W. Wilke, 11103,2D20 110=20 IIW-12020 Approved
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Revision 2020 Global Protection Products, LLC
Tim Robirakin Walter A. 7111t Jr, P,E, John W Kmeasentleft. PE 091138=20 WOW= 1 =11:2020 12115M20 Approved
QM
Entay a
2M
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C.agarr- Facing
(501) 963-6163 PE-31242 (717) 317-8454
catuiow Reeling
(soiluo'.0gi Sorulcaa LLC. (205) 1354-11116a
Categonir Shutters
(954) 889,7545 PE-4,1167 (954) 772-8224
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Verition Manufacturer Canto
Engineer & Validated
Validated
Submitted
Pending
ARDroved Approved
SucCeNgtorr. Reciling A -cries that are an
liallovelorrencoopirrh
SulloCallegarr. Facing inks
RobinAridersorrillboral.co
SubCM"W. Storm Panels
lim.robinsonQgpicent.com
.
Revision 2020 POLYGLASS USA MauryAliplart License John W
1012612020 1012212020 FBC
12115/2020
Integral Pen ofthe Roofiflo Systenn
Complion. Ndhcd� Evolurtlian Recod lor, .
C"ll- Method: E�Wuslicn R.port ft- a
Product Evaluation Ertilly
in
Compilancor Method: E"IuatiDn Report from a
Florida Registered Architect or a Licensed Florida
Category: Roofing S954233133OSrnalpertQpiolyglass.mm
Robert Niaminen Knezoevich, PE
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Florida RegishereclArchtlect or a Licensed Florida
Professional Enginster
Subcategory:
PE-59168 (954) 772-6224
WOW=
PrOoentional Engineer
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FLSidO7$4t$ Products
Underlayments
FLA72111111111 P1jtducft
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Quallity Assuroarset ADWOM far Use AncroyedforUss 1I RWE
Compliance Method:
OuallwAssurance for Use for Use chat
Am" 1�jlftm.mlcarpirmahrar
Product 0-cidon ContraMseirall-Dod, In HVHz 01"M HVHZ Recitalist P-re
alilift&UMMU Acuncyted for Use Approved for Use Impact Deelan
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is - ..shPai;ou'VySP'A spatoldEngish
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Flat Pirefil. - Do-, CO [31`2020 No Yes NfA WA
S-0 Product Model. Number or Name
1 20 Gage Gothianized Steel Storm PanelsHVHZ
Product Clonscrittion Contract Excilration Dift in HVHZ Outside HVHZ Resistant Preahourai
Conrugated Golvaruted Steel Storm Panels retained 12a1=2 Yee yes Yee NIA
a Florida Registered
I -Air DA-4
Lm profile, Polypropylene Plastic, Roof Vent 12110=5 No Y- No -975�97.5
�? Saxony SM - glass, Shalt Amp: Spin rA:ko
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Flat PrOMI. - Stocklon. CA 2 NO Y.: NIA NIA
i 111.02c
or not by tracks to provide hurricane prosicton.
Architect or a Licensed
MilohaniftlyAtioned to PWftd Dark
S..y no - $let., -She&: am ; Sol Sh ke
P
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Flat R.M. - R CA No Y. N/A NIA
2 24 Gage Galvanized Steel Storm PanAsNHVFIZ
Corrugated GaNarized Steel Storm Panels reWrod 12131 =2 NO Yes Yes NIA
Florida Professional
is
6 Saxory 700 - Sh.k., Va. Amp. Split Shako
Fiat N.111. - Stockton CA 1213-112620 No Yes NIA NIA
or not by tracks to proyde hurficarus protection.
Engineer
20 Se-14L Snake state a..P: Spin Snake
27 ,.,. . . few -Ion.
Flat Fronts - Rialo, CA 12(3112020 No Yes NIA NIA
Ran Pralls - K2ty. TX 12/31=20 No Yes NfA NJA
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F1.062511i Products
a We
- Ron. - Katy. rX 12131=20 No Y.. NIA WA
Dually AMLMU Approved for Use
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Contract linkoo In WHZ
Product Description Data
Oulside
H
litiesistant
Pressure
1
Polyglass. Roof Underlayments,
Rooting undertayments; lw2ir= No
yes
I'VA
-NIAI-M.6
1
Polyglass Roof Undeftymerft (HVHZ)
Polyglass roof undertayments for use in F5C =W= yes
No
NIA
NIA
.
HPVIHZ jurisdictions.
2
Polyglass Roof Underlayments (non-HVHZ)
P*gIass roof underayments, for use In 12f2w= No
Yes
WA
-WAI-On.5
FIFIC nun-HVRZ jurisdictions.
Florida Department of Business& Professional Regulation page I of I
Florida Departmierit of Business & Professional Regulation Po. I .41
Florida Department of Business & Professional Regulation Pago, of I
1
Polygia-s Roof Undentryments (HVHZ)
Pollalass; roof underlayments for use In F8Cl2f23r2= Yes
HvHZ jurisdictions,
No
WA
N/A
Building Codes and Standards 10M22
Building Codes and Standarch; 117r"
Building Codes and Standards 1=21
2
Polyglass Roof Undarlayments (non-HWP
Polyglass met underislyments, for List In I Zr23r2C23 No
PRO rl VHZ ju Hadictions.
Yes
WA
-N/A1-6=Z
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
1
Polyglass Roof Undedayments (HVHZ)
I'ttlyglash; roe undleilayments for use In FBC I W=23 Yes
No
NIA
N(A
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HVHZ jurisdictions.
2
Polyglass Roof Undeftyments (non-HVHZ)
Polyglass roof underhayments, for use In 12n3=23 No
ye_s
WA
-NIAI-622.5
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292 211 podualrod 20
Q31101 Enalmser & Utense Validated Eli, ymiwm nuumog FBC Accurst Approved mum
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Polyglass Roof Undeftwinents (HVHZ')
Polyglass roof underlayments for use in racl!2`23=23 Yes
No
NIA
WA
Revision 2020 All Amencaut Shutteni " G Ims
Mks Barbieri Frank L. Bernard., P. E Troy Bishop. P. E. 1 0reW02O l(WI&M20 IJM2020 1205=0 Approved
Rit,ofirion 20M A*A-
St-t _W, ICC 9�.I.sfflcn Service, LLC WNb. M. period. PS i013112020 I 012=020 I IJ05=20 I I /O VA20 Approved
ReAsk. 2)2a Cornryterdal Concrete Pnickottinc.
Roort Gills Same[ A, Greenberg John Hoy 1211512020 1 Zf1fir202O 1=119020 drg FSC Appr,
HWZ jurisclictions.
CAttle0y. Shumate
(W) 712-9882 PE-OG46549 (954) 947-MOO
Cstal;W.Strud.nil Cornpor.M.
(321 I 710-3377 (407) AM -1 917
catogw. amuntl Corripments
At 3) 659-5707 PE-34245 (352) SU-5311
2
Polyglass Rod Undedayments (non-HVHZ)
Polyglass roof underlaymerins, for use in 12/2312023 No
yes
NIA
-WAI-622.5
SulaCatittior1r. Sturn Panels
milrebQalkarneiricanshutte
Subcategory; Truss prose
sewhillialpinedwcom
Sults"facirr. Products Introcluoed as a Result of
F-stgat.ritphoo -
FBC non-HVRZ jurisdiaborts,
Compliance Method: E,nalualtion Report from a
mcorn
Compleinc, Mothod Evolusim Report irorn a
N-T..hPdq&
Fiords Registered Architect or a Licensed Florida
Product Evolustim Emery
Complioncer Method: Evaluation Report front a
Professional Engineer
Fiords R.gattrodAnchlboot or. U-sed Florida
ELLE31LEMMA
P,.I--.1 EhgP-
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Qually Asourence Appronoed per the Aper-ealfwU. World 0-d-
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I" Product 9 odill. Numbs r c, Nam
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PLA"n4401
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Product Description Contracit Eurasian Daft 1. HVHZ Outsift HVKZ Resistant Pressure
I ITW OCC/Alpi. How Sthongh iH &-p: S)
metal con-oter ptis 12/31,2024 Yes Y. NiA NIA
ckjAft Assurance Agaglipid.tautial Anchovies for U, sweet 219M
1 249a Gelvenlated Steel Storm Panals
24gs Galvanized Steel Storm Panels 12J31n= Yes Yes yes NIA
2 ITW 8CG/Alpi Hinge Plate
Metal Cortneotor Plate 12/31J2024 Yes Yes NA NIA
21111 Product liffordid. Number or Mum
Product Description Corstrad Expiration Cot In NVHZ OLISick Resistant Pressure
� TW BOG/Aipine Truck
Natal Connector Five 121110124 Y. yes NIA NIA
i Quality Protest or comor-did Concrete Products
Precast and Pr.t,.-d Cortwo LIP tals OW25r2O24 N. yes NIA NIA
4 ITW 1300d,pi IV-
Morel C-actor Pit. 1213112D24 Yes Yes NA NIA
Florida Depairtirent of Business & Profoulonal Regulation
Fawl V2
Florida Department of Buillne" & Professional Regulation Fowl drI
Florida Departrinerit of Business & Protsuional Regulation Page 1 .f2
Building Codes and Standards
100=1
Building Codes and Standards &14=21
Building Codes grid Standards 90M21
Product Approval Application Dots III
Product Approval Application Detall
Product Approval Application Detail
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Erin Wild" ICC Evaluation Ssfi4oe, ILLC ICC Evolustion Sarvloo.
Oam IrA21
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0011211KI21
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Rob Sid&in 100 &shirfflon Stovlcrt. ILLC hon L.h-. RE 020=21 IDMU2020 02=2021 Appruasd
A111mrstion 2020 Alpha Aivininum. Inc.
Jose am Lure R. Lomas Eleven M. Urkh. PE 1111110= 11116/2)2O 111=020 Aporcinad
C all Bb,,d..l Ccrnoon.rt.
4952) 8911-8635 ILLC
Categionr. Sbaoarai coms-ant.
(253) 924447S (60a) 839�3288
C.Mg.7: Panel Wells
MT, 509-2006 PE-B2514 (7M 317-8454
S=gic'r. T." Palas
.-IdenQMl.corn (205) 59MI100
duloCatopary, Engineered Lumber
R.Ibod.Gald.lriii.oycdh�
B.bC.hWry: Scrft
.1chinultannurnin.6y.h.
Compliance Method: Evaluatiorn Report from a
Complaws Method; E-liatior, Report from .
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Compliance Method: evaluation Report torrh It
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Product Evaluation Entity
Ficrid. IllogeterecIA,chfiect or a Liceni,ai R-ida
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FLORMI Products
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Ouslity Assurance Approalod for Uln, Aparovedfor Ou IRMW Itislain
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mia"s
I 8 go. high strength truss, octor plate 12131f2022
Yes
Ya.
NfA
N/A
1 MicroAerth LVL
Laminated Venser, Lumber 03131f2025 No Yes N(A NZA
Ing MM&W.KAM
Product Discretion Conlrad expiration Ontra, 1, HVHZ QLAWA, HWHZ Ritsislaint Eadan
2
M18191-16
I a QaL Wow h Igh strength truss connector plate 121=2022
Y"
Yet
NIA
NIA
2 Pirrallit. PSL
Parasol $trend Lumber 03/31=23 t1lo Yes WA NIA
I == Sol garpp�Venacl Aluminum soffit/
Alpha Alurniournairld6airwWrited AjumInunn OMMO23 No Yes No WA
3
W1 to
16 go truss connector Plate 12131,2022
Y"
Yes
NIA
WA
3 '11.1corStrand LSL
Larrilinsted Strand Lurnbor 03MR025 No Yes NfA NIA
ChAU Urrip; Wood
Sol CM Urnp, Wood
4
WT18HS
'a g'L high iV.Qth tr-cornisclor plot. 1 2J31 Q022
Y.
Yes
NIA
NJA
4 TJ R1. Board
31ructurall Composite Lumiter Or Oriented stand 03/31=23 N. Yes NfA NfA
5
MT2049
20 ga, high StWO truss connector plate IZ'31=2
Yee
yes
NIA
WA
5 Weyerhaeuser Rlhn Boom!
bo Film Board
Oriented Strong! Board Ron Score 0313112023 No Yes NfA N/A
a
11-18. MT18
18 go ft. connsdar plot. 12131=22
Yes
Y.,
N/A
WA
7
TL20, MT20
20 ga. truss conroctor plows 42131QQ22
Y"
Yes
NIA
WA
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- _L_ __L_ � I - __ -
!M= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020
cmFor direct Inks to ail EST approvals listed below, CLICK HER
, For additional Information Fog "ding FIC11CWs Statewide Product Approval System and Marni-Dade County Notice or Acceptance INCA). CLICK HER
EL99MM-
§2sLfi Product Model. Number or Name Product Description
1 Titan Stainless Steel Concrete & Masonry Screw (T-1-N-55) 1/4" diameter Titan stainless steel masonry screw
FL#93WRO
&MI
Product Model, Number or Name
Product Description
1
SDI 01 12DBB
Outdoor Accents Connector Screw
2
SD91 12, $09212, SDI 0112. SDI 0212
Strong-Dfive BID Connector Screw
3
SD91 I 2SS, SD9212SS
Sirong-Drive SID Connector SS Screw
4
SDGF22434, SDCF22512, SDCF22614, SDCF22700, SDOF22858, SDCF221 Of 4.
Sirong-Drive SDCP Timber-CF Screw
SDOF221134, SOCF221334, SDCF271958, SE)CF272358
5
SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912,
Strong -Drive SDCP Timber-CP Screw
SDCP221 100, SDCP22113.4, SDCP271400
6
SDHR27400, SDHR27614. SDHR31400, SOHR31614
Strong -Drive SDHR Combc,41sad Screw
7
SDS25112, SIDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412.
Strong-Dtive SDS Heavy-Outy Connector Screw
SDS25500 ' SDS25BOO, S03258M
8
SDE25112SS, SOS2520OSS, SDS25212SS, SDS2530OSS: SDS25312SS
Sibrong-Drive SDS Heavy -Duty Connector SS Screw
9
SDWF2716, SOWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SDWF Floor -to -Floor Screw
FI-910007-FIS
§ga
Product Model, Number or Name
Product QescdR=
1
ATR3/8, ATR11Z ATRW. ATR314
Threaded Rods
2
ATUD5, ATUDS-2, ATUDG, ATUD9-2, ATUDB-3, ATUDII 4, ATUD14-2
Aluminum Take -Up Device
3
OP318-2. BPI/2, 1313112-3� BP5/8-2, SPISIS-3, BP314, BP314-3, SPRTU03-4
Bearing Plates
4
CNW318. CNWI/2, CNW518, CNW3/4, CNWS/8-112, CNW3/4-5/8
CouplerNuls
5
CTUD55, CTUD65. CTUD66, CTUD75. CTUD76, CTUD77, CTUDST CTUD88, CTUD97,
Coupling Take -Up Device
CTUD98, CTUD99
6
N3, N4, N5, NO
Heavy Hex Nuts
7
RTUD3, RTUD3B, RTUD4, RTUD4B: RTU05: RTUD8, RTUD7, RTUD8
Raticheting Take -Up Day ice
8
TUD9, TUD 10
Take -Up Device
9
TUW38
T2ke-Up Washer
10
URS3
3/B" Uplift Rod Run Tiedown System
I I
URS4
112" Uplift Rod Run Tiedown System
12
URS5
518" UpIft Rod Run Tiodown System
13
URS6
3/4" Uplift Rod Run Tledown System
FL#10441-R6
§W
Product Model, Num Der or Name
Product Description
I
DTT2
Hold-down
2
HDCIO/4, HDC1Or22
Hold-down
3
HDO84 HHDQI1, HHDO14
Hold-down
4
HDU2, HDL14, HDUS; HOU8, HDU11: HDU14
Hold-down
5
HPA28, HPA35
Strap -style purlin anchor
6
LSTHD8, t_STHDSRJ
Strap -style hold-down
7
MASA.MASAP
Foundation anchor strap
8
MPAI32, MPA144
Strap-*Ie purlin anchor
9
PA18, PA23, PA28. PA35. PA51, PA68
Strap�style purfin anchor
10
PAI18, PAI23. PA128. PA135
Strap -style purlin anchor
11
STHDIO. STHDIORJ
Strap-sityto hold-dowri
12
STHDI 4, STHOI 4RJ
Strop -style hold-down
Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020
MMFor direcl Inks to all SaT approvals Wad below, CLICK HERE
For additional information regarding Flonda's Statewide Product Approval System and Marni-Dade CoountyNotire ofArceptance (NOA), CLICK HERE,
21
US series hangers
Top flange hangers available in width of 1-9116" and heights
ranging from 5-310"to 15-1/6"
22
LBAZ series hangers
Top flange hangers available in Width of 1-9/1 6'and heights
ranging Ironn 9-3/16" to 13-1/8"
23
LEG3, LEG5. LEG7 series hangers
Top flange hangers available in wdths ranging from 3-114" to 6-
718" and heights ranging from 9" to 33-112',
24
MEG5, MEG7 series hangers
Top flange hangers available in widths ranging from 5-114" to 6-
718" and heights ranging from 9" to 32-1 t7'
25
MIT series hangers
Top flange hangers available in widths ranging from 1-91161D 5-
1/8" and heights ranging from 9-1/4" to 24"�
26
PF, PF8, PFDS, PFDS8 series hangers
Top flange hangers available in width of I-9116'and heights
ranging from 3-318" to 7-1/9'.
27
RR
Ridge fatter connector
28
WP series hangers
Top flange hangers available in widths ranging from 1 -9116"lic, 7-
118" and heights ranging 9-1/4"to 32".
Fl-ill,110960-IRS
Aw
I ABA44. ASA44R, ABA46, ASA46R, ABA86, ABA66R
2 ABU44, ABU44R, ABU46, ABLMOR, ABU5-5. ABU5-6, ABU65, ABU66. ABU66R. ABU88,
ABU88R, ABUIOI0, ABUIDIOR, ABUI212, ABU1212R
3 ABW44ZT ABW44RZ. ABW46Z. ABW46RZ, ABW66Z. ABW66RZ. ASW7-7
4 AC4, AC41R, ACE4, ACO, ACOP, ACE61
5 BC4, BC46, BC4R. SCG� BC5R, BC8, BC52-214. SCS2-3/e
6 C944, CB48, CU8, 0868, C086
7 C85044-8062, CBSQ4S-SDS2, CBSQ66-SDS2, CBS088-SO52, CBSQ88-SOS2
8 W. ECC, ECCU Series
9 CCQ-SDS2.5, ECCQ-SDS2.5 Series
10 CPT44Z, CPTW, CP788Z
11 EPB44A, EPI344, EPB46. EPM
12 EPS4Z
15 LC544, LCB66
14 LPC4Z, LPC8Z
15 MPB44Z, MPSWZ. MPB88Z
16 PB44, PIB44R. PB46, PB66. P866R
17 PBS44A, PBS46. PBS66
is PBV6. PBViO
19 PC44-16 PC46-18, PC48-11a PC64-18, PCBB-16 EP044-16. EPC48-18, EPC48-15,
EPC84-16; EPC88-18
2D PC4Z. PC4R7_ PCOZ, PCSRZ, PC8Z, PCBRZ. EPC4Z, EFC4RZ, EPCSZ, EPCBRZ. EPC8Z
EPCBRZ
21 PPB44-4Z. PPB44-6Z
22 RPBZ
1`L#i0866-R5
ARM" rorNathe
I FJA, FSA
2 FRFP
3 GI-14", 0114", GH4", GH48-8, GH410-6, GH410-8, GI-156-0, 01-166-8, GH68-6, GH68-
8, GH610-6, GH610-8
4 GLB5A, GLB5B, GLB5C, GILWD, GLB7A, GLB7B, GLB7C, GLB7D
5 GLBT512, GSLTS12, GILST518, GBLT616, GLBT520, GBLT820
6 HGLBA, HGLBB, HGLBC. HGLBD
7 HGT-2, HGT.3, HGT.4
8 UFP10-SDS3
9 URFP
Product Description
Adjustable Post Base
Adjustable Post Base
Adjustable Post Base
Post Cap
Post Cap
Embedded Column Base
Embedded Column Base
Softed column caps%ft WI ranging from 3-141c, 9-1/2'and
W2 ranging from 3-5/8" to 7-If2"
Screwed column raps with W1 ranging from 3_IINF to 9-1/7'and
W2 ranging from 3-5/8" to 7-1/2"
Concealed Post Tie Base
Embedded Post Base
Embedded Post Base
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Post Base
Embedded Post Base
Round Post Base
Post Cap
Postcap
Post Base
Reltroff Post Base
Product Descriation
Foundation Anchor
Flat Retrofit Foundation Plate
Girder Hanger
Glulam Bearing Plate
Glulam Bearing Plata
Heavy Gluiam Bearing Plate
Heavy GirderTiedown
Universal Foundation Plate
Universe I Retrofit Foundation Plate
1= Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3W2020
For direct Inks to all SST approvals. listed berow, CLICK HERE
For additional Information regarding Florida's Statewide Product Approval System and Morrid-Dade County Notice c(Acceptance (HOA),
FL*10446-RS
.§W
Product Model, Number or Name
Product Description
I
A21. A23, A33, AX A36, A44
Angles
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
3
API344. APB44R, APVBQO, APSWR, APB88, APB88R. APS1 010, APS1 01 OR, APVB4,
Outdoor Accents Post Bases
APVB44R, APVB66. APV866R, APVBS8, APVB88R, APVE31010, ARV8101 DR
4
APDJT24, APDJT2R-4. APDJT2-6, APDJT2R-O, APVDJT2-4, kPVDJT2R-4, APVDJT2-6,
Outdoor Accents Dock Joist Ties
APVDJT2R-6
6
APHH46, APHH46R, APHI-1610, APHH61OR
Outdoor Accents Heavy Hanger
6
APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVT8
Outdoor Accents L and T Bearn-to-Colurrin Ties
7
APLH24, APLH24R, APU126, APLH26R, APLH210, APLH21 OR
Outdoor Accents Light Hangers
8
13VLZ
Brick Veneer Ledger Connector
9
CBT2Z,CST4Z
Concealed Beam Ties
10
CJT3Z, CJT4Z, CJT5Z. "6Z
Concealed Joist Ties
11
DJT14
Deck Joist Tie
12
DS
Dry Wall Stop
13
FC4. FC6
Fro Fining Clips
14
FWANZ
Foundation Wall Angles
15
GAI. GA2
Gusset Angles
16
H2A, H2-5T, HS, HIDA-2, HI OS, H14, HGA10
HurficanoTies
17
HCJTZ
Heavy Concea led Joist Tie
18
HH4; HH6
Header Hangers
19
KBS1Z
Knee -Brace Stabilizer
20
L30, 1-50, UO. L90
Angles
21
LCE4
Post Cap
22
LS30. L850. L870, LSQO
Skewable Angles
23
LSCZ
Adjustable Stair Stringer Connector
24
LSSJ2OLZ, LSSJ26RZ, LSSJ28LZ: LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
25
LSSRI.81, LSSR21, LSSR2.37, LSSR2.58. LSSR210-2, LSSR410
Field Adjustable- Slopeable/Skewab4e Hanger
26
LTP4, LTP5
Tie Plates
27
ML237, MI-247, MLW, ML287. ML2107
Angles
28
MMH8
Roof Tie -Down
29
MMHC
Hinged Roof Connector
30
MMLU26, MMLU26-2, MMLU2S, MMLU28-2, MMLU210, MMLU1211, MMLUI39. MMLU1311
Face -Mount Hangers
31
RBC. RBCP
Roof Boundary Dips
32
RST-3
RoofTio-Down
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
34
STC. STCT, OTC, HTC4
Truss Clips
35
TJC37, TJC57
Truss Jack Clips
W
72,Z4.Z44
Panel Stiffener Clips
FL#JQ447-R5
Sao # Product Model, Num bar or Name
I AHEP
2 DSC2R-SDS3, DSC2L-SDS3, DSC5FZ-SDS3, DSCSL-SDSS
3 GBC
4 HCPI.81, HCP2. HCP4
5 HHRC2.2, HHRC42, HHRC42-2: HHRCA11,51, HHRC44, HHRC5.2513.25, HHRC5.37t312,
HHRC66
6 HRCI.81, HRC22
7 LRU26. LRU28, LRU210, LRU212
8 LSU26, LSSU28 LSSU210
9 TBE4. TBE6
ID TC24z TC26: TC28
11 THA29, THA213, THA21 8, THA2113-2, THA222-2, THA413, THA41 8, THAC418, THA422,
THAC422, THA426. THA422-2, THA426-2
12 THAII.81r22, THAl2AS122, THAl2.1122, THA1222, THA1322, THA13522, THA1422
13 THAL422, T14AR422
14 THJA26, ILTHJA26, LTHMA
15 THJM2-4-SDS3; THJM2-5-SDS3, THJU26; THJU28-W
16 TSBR2-24
17 VPA2, VPA25, VPA3, VPA35, VPA4
18 VrCR
Simpson Strong -Tie 2020 FBC Approved Products Updated 121300020
For dnect Inks tool SST approvals listed below, CLICK HER
For additi0rual Information regarding FIWCWS Statewide Product Approval System and Marrid-Dads County Notice ofAcceptance (1,10A). CLICK HERE
FL#I 0456,115
§2a
Product Model, Num ber or Name
Product Descriation
1
ET,BTB,BTH
Brick Twele
2
CMST12, CMST14. CMSTC18
Coiled Straps
3
C514, CS16. C518: C620. CS22
Coiled Straps
4
CSHP18, CSHP20
Coiled Straps
5
CTS218
Compression/Tension Strap
6
DSP,SSP� 7SP
Stud to Plate tia
7
111, H10A, H2.6A, H3. H6, H7Z1 H16, HIOS, H16-2, HIS-2S
HurricansTies
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
9
HS24
Hurricane Tie
10
HSS2-SDSI.5, HSS2-2-SDS3, HSS2-3.SDS3. HSS4-SDS3
Heavy Stud Shoe
11
HST2: HST3. HST5. HST5
Straight Straps
12
HTS16. HT$20, HTS24, HTS28, HTS30, HTS30C
Heavy Twat Strap
13
HTSQI8KTZ. HTS020KTZ
Heavy Twist Strap
14
UFTA
Light Floor Tie Anchor
15
LSTA9, LSTA12 LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36
Straight Straps
16
LSTIAQ, LST173
Straight Straps
17
LTB23. LTB40
Bridging
18
LTS12, LTSIO. LTSIB, LTS20
Light TwtstStrap
11)
MGT
Medium Girder Tiodown
20
MST27, MST37, MST48: MST60, MST72
Straight Straps
21
MSTA9, MSTA12. MSTA15, MSTA18, MSTA211, MSTA24, MSTA30, MSTA36, MSTA49
Straight Straps
22
MSTC28, MSTC40, MSTC52, MSTC66. MSTC78
Straight Straps
23
MSTC48133. MSTC6663
Pre-eent Straps
24
MSTI26, MST136, MST148, MSTI60, MST172
Straight Straps
25
MTS12, MTSIS, MTS18, MTS20, MTS24C, IvITS30, MTS30C
Medium Twist Strap
26
NCA2xIO-12, NCA2x12-12, INICA20-16, NCA200-18, NCA2x12-IS
Bridging
27
RCV0312, RCWB14
Wall Bracing
28
RPSIS, RIPS22. RP$28
Repair Plate Strap
29
RSP4
Stud to Plate Connector
30
SP1. SP2. SP4, SIPS, SP8
Stud Pilots T 4
31
SPH4, SPH6, SPH8
Heavy Stud Plate To
32
SS15. SS2.5. SS3, SS4.5
StudShoo
33
ST9, STI 2, ST1 8: ST22, ST292, ST2122, ST21 15. ST2215. STa215, ST15224, ST6236
Straight Straps
34
T820, TB27, TB30. TB38, TB42, T848. TElf-A, TB66. TE360
Tension Bridging
35
TWBiO, TWB12, TWB14
Wall Bracing
36
VGT.VGTR,VGTL
Variable Pitch Girder Tieclawn
37
WBIOO� WBIOSC, WB126, WIBI26C, WB143C
Wall Bracing
Product Description
I
CBH2,37x5.5, OBH2.37x7.63, CSH2.374.75
Adjustable Hip -End Connector
2
DU. DHU, DH UTF series hangers
Drag Strut Connectors
Gable Brace Connector
Hip Owner Plate
3
HGU3,63-SDS, HGU5.25-SDS. HGU5.50-SOS, HGU5.62-SOS, HGU7.0DSDS, HGU7.25-
Heavy Hip to Ridge Connectors
SIDS, HGU9.00-SDS
4
HGUS series hangers
Hip Ridge Connector
Rafter Hanger
5
HHGU5,25-SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7 OO-SDS, HHGU7.25-SDS,
Light Slopeable/Skewable U Hanger
HHGUQ,OO-SDS
Truss Bearing Enliancer
6
HHUS26-2, HHUS28-2, HHUS210-2, HHUS40, HHUS48, HHUS41 0, HHUS5_501101
Truss Clip
HHUS7 M10
Adjustable Tnuss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Adjustable Tnuss Hanger Sized for 1-Joisits
Skewed Truss Hanger
Multiple Truss Hangers
8
HTU26, HTU28, HTU210, HTU26-2, HTU4-2, HTU210-2
Multiple Truss Hangers
9
HU, HUC series hangers
Truss Spacer -Restraint
Variable Pitch Connectors
Valley Truss Clip
10
HUCC1.81/9-SIDS, HUC01.81111-SDS, HUCQ210-2-SDS, HUCO2IM-SDS, HUCQ310-
SDS, HU0041C-SOS, HUCQ412-SDS, HUCQ5.25/0-SOS, HUCC5.25111-SDS, HUC0610-
SDS. H UCQ5I 2-SDS
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
For direot Inks to all SST awrovals listed belowt CLICK HER
For additional information regarding Florida!s Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), CLICK HERE.
FL#I 14WR5
§2g_l
Product Model, Num Der or Name
Pridduct Derscription
I
HHUS210-3, HHUS210-4
Joist Hanger
2
HRS6, HRS5, HRS12
Strap Ties
3
HU00210-2-SDS, HUCO210.3-SDS, HUC0310-SDS
Joist Hanger
4
THGB2, THG133. THG8H2. THGSH3. THGSH4
Joist Hanger
5
THG02-SDS3. THGQS-SOS4.5, THGQH2SDS3; THGQH3-SDS4.5, THGQH4-SDS6
Joist Hanger
6
THGW3-3, THOW3-4, THGW4-�, THGW4A
Joist Hanger
FL#1 1473-RS
§01
Product Model. Num bar or Name
Product Description
1
DETAL20
Double Embedded Truss Anchor
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
3
HIS, HISS. H16-2. H16-2S
HurricanieTle
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
5
HETAL12, HETAL18, HETAL20
Embedded Truss Anchor
6
HGAM10, HM9
Masonry retrofit connectors
7
HHETA16. HHETA20, HHETA24, HHETA40
Heavy Em bedded Truss Anchor
8
LGT2. LGT3.SDS2.5, LGT4-SDS3
Girder Tiedowlt
9
LTA2
Lateral Truss Anchor
10
ME`rAl2, META16, META118, META20, META24. META40
Embedded Truss Anchor
11
MSTAM24, MSTAM36, MSTCM40, MSTCMOD
Strap Tie for Maso nry
12
MTSM16, MTSM20, HTSM16, HTSWQ0
Twat Strap for Masonry
FL#1t49$-R5
ft"
a
Product Descrinlion
I
DTT1Z
Deck Tension Tie
2
HD12. H019
Bolted Holdowns
3
HD313. HD513, HD7B. HD9B
Bolted Holdowns
4
HTT4, HTTS, HTTS-3/4
Tension Ties
5
LTT19, LTT20B, LTTI31
Light Tension Ties
FL#I IS28-RD
AmA Product Model, Number or Name Product DescEia=
1 SB5/8x24, SB718x24, SB1x3O SS Anchor Bolts
2 SSTBI6, SSTB20. SSTB24, SSTB28, SSTS34, SSTB36. SSTBI SL, SST82OL, SSTB24L, SSTB Anchor Botts
SSTB28L
FL*13072-R4
Sea X Product Model. Num bar or Name
I CMSTI 2, CMSTI 4, CMSTC1 6, CS1 4: GSIG, CSI 8, CS20, CS22
2 HRS6. HRS8. HRS12, FHAS, FHAQ, FHAl2, FHAI8. FHA24. FHA30, MST126, MST136,
UST148: MSTI60, MST172, SfMST27, SIMST37, SIMST48
3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C
4 LSTA30, LSTA35, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24
5 LSTAQ. LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST2g2T ST2122, ST21 15, ST2216
6 LSUSH3-25, SUBH3.25. MSUBH3,25
7 LTP5
8 LTS12, LTS16, LTS18, LTSM
9 MSTA30. MSTAX ST5215, ST6224, ST9, ST12, STI8, ST22, MSTC28, MSTC40, MSTC52
10 MSTC68, MSTC78, ST6236
11 MTS12, MTSIS, MTS18, MTSX: MTS30, MTS24C, MTS30C
12 SU,58, SIBI.81, Sia2.06, S82.37, S1132,56, SIB2.68, S/B3.12, SA33.456, SIB3.62, VB4,06,
&B4.12, Si`134.28� SfBI41.76, S/135,50
13 StBA212f8, SIBA2.12flO, S/BA2.12fl2. S�SA2.112t`14. SIBA4.1818, SJBA4.18/10�
SJBA4,15112. SFBA4.15/14
14 S/H1A
15 SfHDaS, WHOSE, SMD10S, SfHDIOB, SIHIDI 5S, SfHDI5B
16 SIHOU4, S/HDU6. S1HDU9. S1HOU1 1
17 SfJCT, SfHJCT
Product Description
Coiled Straps
Straps 97 mil (12 go)
Heavy Twist Straps
Straps 43 mil (18 go)
Straps 33 mil (20 g a)
Bridging Connector
Lateral Tie Plate
Light Twist Straps
Straps 54 mil (16 go)
Straps 68 mil (14 go)
Medium TwistStraps
Top Flange Joist Hangers
Top Flange Joist Hangers
Hurricane Tie
Holdowns
Holdowns
Joist Hangers
Pmduct Derficriptlon
Concealed hangers
Face-mou nt (OU. DHU) and top -flange (DHUTF) hangers
available in widths ranging from 1 �9118r'to 3-9/18" and heights
ranging fromg-118" to23-15118".
Face -mount hangers
Face -mount hangers available in widths ranging from 1-5M"to 7-
318" and heights ranging from 5-5116"to 12-7M".
Face -mount hangers
Face -mount hangers
Skewed face -mount hangers available in widths ranging fmrn 3-
1/8" to 6-118" and heights ranging from 4-314" to 15-3X'_
Concealed flange version (HSURC, HSULC) available for all
double 2X and 4Xmodels, only acute flange r. concealed,
Face -mount hangers
Face -mount hangers available in widths ranging from 1-911 &'to 7-
1/2" and heights ranging from 2-718" to 19-114". Concealed flange
version (HUC) available for all models having width equal to or
greater then 2-9/16"
Face -mount hangers
C=MFor
Simpson Strong -Tie 2020 FBC Approved Products Updated 12r14M20
direct inks to elf SST approvals Wd below, CLICK HER
For additional informabon regarding Florida�s Statewide Product Approval System and Mom -Dade County Notice of Acceptance INCA), CLICK HERE.
18
SfUBV1.56, SILBVI.81. SILBY2.0e, SILEVZ$7, SABV2.66, SA.BV2.68, S/LBVS.12,
Top Flange Joist Hangers
SfLBV3.56, SILBV3,62, SILBV4.06, &LBV4.12, SILSV4_28, SILSV4_76. S/LBV5.60
19
SfLTT20, WTT2Z. SIHTT14, HTT4. HTT5
Holdowns
20
W-ST60, SIMST72
Straps 118 mil (10 go)
21
SP4, SPO
Stud Plate Ties
22
SSP, OSP; 7SIP
Stud Plata Ties
23
STC. OTC
Truss Clip
24
TBD22
Truss Brace Diagonal
25
TJC37
Truss Jack Connector
FILM 3904-R5
IMM Product Model. Nurn ber or Name
1 CCQM3 82-SE)SHOG, CCQM4.62-SOSHDC3, CCQM5.50-SDSHDG. CCTQM3.62-SOSG,
CCTQM4.S2-SDSG: CCTQMS.50-SOSG, CCCQM3.02-SOSG1 CCCOM4.a2-SDSG,
CCCQW,50-SDSG
2 ECCLQM3.62G-KT. ECCLOM4-62G-KT, EGGLOM5.50G.KT, ECCLLQMD3.62G-KT,
ECCLLQM04.M-KT, ECCLLQMD5.50G-KT. ECCLRQML)3.62G-KT, ECCLRQMD4.62G-
KT, ECCLRQMD5.500-KT
3 HGUIV15-25. HGUM5.50, HGUMTOO, HGUM7 25, HGUMS.00
4 LGUM20-2, LGUM26-3. LGUM2641, LGUM28-2, LGUM28-3. ILGUM28-4, LGUM210-2,
LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410
5 MSHA3.1219.25, MBHA3.12fil.25, MBHA3.56f7.25, MBHA3.56t9.25. MEHA3.56ill.25,
MBHA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3,56118, MBHA5.50(7.25,
MBHA5.5019.25, MBHA5.5Q/11 25, MBHAS.50111 88. MBHA5 50114, MSHA5 50118,
MSHA5.50118
6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56111.85, MSHU3,56114, MBHU3.56/10,
M131-11.13.56118, MBHU5.6019.25, MBHU6.501I 1.25, MBHU5.6011 1,88, MBHUS.50114,
MSHU5,50116, MSHU5.50118
ELIMMMU
Sag 9 Product Model, Number or Name
I $DVV22300, SOW22338, SOW22438, SDW22468. SDW22600, SDW226OO, SOW22638.
SDW22634
2 SDWC15450. SDWCI5O0O
3 SDWHIWWDB, SOWHI94ODDB. SDWHI96DODS, SDWHIOSOODB. SDWH191000DB
4 SDWH27400G, SOWH27OWG: SDWH27800G, SDWH271000G, SE)WH2712ODG
5 SDWS16212, SDWS16300, SOWS16312, SQWS184OO
a SDWS19600, SDWS19712, SOWS22400,SOWS�500,SDWS22512, SDWS22600�
SDWS22800, SDWS22900, SOWS221000, SOM221 100, SDWS221200� SOWS221500
7 SOWWWODS. SDWS2240008; SOWS225COD8. SDWS2280ODS, SDWS2280ODB,
SDWS221 0DODB
8 SDWS22312088, SDWS22512DBB
9 SDWS2730DSS, SDWS27400SS. SDWS2750OSS, SDWS276DOSS, SDWS2780OSS,
SD=7100OSS, SDWS2712ODSS
10 SDWV13400
11 STN22
FL#15363,R3
AW
Product Model. N umber or Name
1
AS 18, AS I SS5, AS I 8SO,
2
AS 2OH5
3
AS-20
4
ASHP
FL#I 5730-114
Product Descrivition
Masonry Pier Caps
Masonry Pier Caps
Heavy Masonry Hangers
Masonry Beam Hangers
MasonryTop Flange Beam Hangers
Masonry Beam Hangers
Product Description
Strong -Drive SOW EWPPLY and TRUSS -PLY Screws
Sirong-DFive SDWC TRUSS Screw
Strong -Drive SDWHI TIMBER-H EXScrevv
Strong -Drive SDWH TIMBER-H EX H DG Screw
Strong -Drive SOWS FRAMING Screw
Slrong-Drrve SOWS TIMBER Screw (interior Grade)
Strong -Drive SOWS TIM13ER Screw (Exterior G rade)
Outdoor Accents Structural Wood Screw
Sirong-Drive SOWS TIMBER SS Screw
SIFong-Drive SDV,/V SOLE -TO -RIM Srrow
Outdoor Accents Hex -Head Washer
PrOdUCt Description
IS gai Truss Plates
20 ga. High Strength Truss Plate
20 ga. Truss Plate
Hinge Plate Connector
Iftfi
Product Description
I ET -HIP Adhesive Anchor for concrete
2 GAC. GDP. GOPM-50, GDPM-75, GDPM-100, GDP$. GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and assism blies
3 POPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PNWR PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies
PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, P2CLDPA, PTRHAS, PTIRHA4
4 SET-3G Adhesive Anchor for concrete
Simpson Strong -Tie 2020 FBC Approved Products Updated 1230M20
For direct Inks to all SST approvals listed below: CLICK HER
For additional Information regarding Florida's Statewide Product Approve] System and Marr#4)ade County Notice of Acceptance (NOA)L CUCK HER
11
HUS, HUSC series hangers
Face -mount hangers available In widths ranging from 1-5/8" to 3.
9116" and heights ranging from 4-5116'to 11". Concealed flange
version (H USC) available for modelis having width equal to or
greater than 3-9116"
12
IUS series hangers
Face -mount hangers available inwidth5 ranging from 11-7/8"to 3-
5/8" and heights ranging from 9-1/4" to 16'.
13
LGUS.25-SDS, LGU3,83-SDS, LGU5.25-SOS
Face -mount hangers
14
UU24, LL126, LU28, LU210
Face -mount hangers
15
LUC26Z, LUC21 OZ
Fare -mount hangers
15
LUS series hangers
Face -mount hangers available in Wdths ranging from 1-91116" to 4-
518" and heights ranging from 3" to 10-1 5il 6'.
17
MOU3.03-SIDS, MGU5.25-SIDS, MGU5.50-SDS, MGUl MGU7.00-SDS
Face -mount hangers
IS
MIU renes hangem
Face -mount hangers available in widths ranging from 11-9116�t to 5-
11B" and heights ranging from 6-15116" to 19-112'.
19
MUS26, MUS28
Face -mount hangers
20
SUR, SUL; SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
9/18" to 3-9116'and heights ranging from 3-1 tl Wto 13-314",
Concealed flange version (SURC, SULG) available for ail double
2X and 4X models; on ly acute flange is concealed.
21
U series hangers
Face -mount hangers evoilablee in widths ranging from I -WI 6"to
S" and hathts ranging from 2-5/8" to 11 -114".
FLUIOS67-RS
AW
Product Description
I
BA series hangers
Top flange hangers available in widths ranging from 1-9118"to 7-
1/8" and heights ranging from 7-116'to W'.
2
DGBF series hangers
Top flange hangers available in widths ranging from 3-6/6'to 7-
118" and heights ranging from 9-1/4" to 24".
3
DGF series hangers
Top flange hangers available in widthis ranging from 1 -Ir2" to 3-
5S" and heights ranging from 7-114!'to 24'.
4
DGHF series hangers
Top flange hangers available in Weths ranging from 1-31W'to a-
"" and heights ranging from 9-114" to 24"�
5
EG5, EG7, EG9 series hangers
Top flange hangers available in widthis ranging from 5-V4" to 8-
7fa" and heights ranging from 11" to 32-11,17'.
6
EGO series hangers
Top flange hangers available in widths ranging from 3.518" to 7-
114" and heights ranging from I 11-11,41"to 37'.
7
GLS series hangers
Saddle hangers available in widths ranging from 3-11,Vto 8-71W
and heights ranging from 8112" to 28".
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-IK'to 7-
1/0" and heights ranging from I I" to 32'
9
HB series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
1/2" and heights ranging from 8" to 39'
10
HGLS series hangers
Saddle hangers available irwidths ranging from 5-114" to S-7/6'
and heights ranging from 10-1 /Z'to 29'-
11
HGLT series hangers
Top flange hangers available in widthis ranging from 3-1/4!'1c, 8-
7/8" and heights ranging from 7-1 12'to 37'
12
HGLTV series hangers
Top flange hangers available in vAdths ranging from 3-1X'lo 7-
1/8" and heights ranging from 14" to 3V',
13
H IT se ries h a ngers
Top f la nge han gets ava ilab a in widths to n g ing from 2-5/1 S" to 3-
916" and he ights ra ng ing from I 8"to 28"�
14
HUSTF series hangers
Top flange joist hangers availabLe in widths ranging from 3-1/8"to
3-9116" and heights ranging from 5-3/9'to 13-118",
15
HUTF. HUCTF series hangers
Top flange hangers available in widths ranging from 1 -9/1 S" to 5-
1f2" and heights ranging from 3-711U'to 15". Concealed flange
version (HUCTF) availablefor all models having width equal to or
greater than 2-9116",
16
HWP series hangers
Top flange hangers available in widths ranging from I -WIS" to 7-
118" and heights ranging from 5-31&'to 28"
17
HWPH series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
1/2" and heights ranging from 5-3/6" to 32'
18
ITS series hangers
Top flange hangers available;n widths ranging from 1-91161D 3-
5/8" and heights ranging from 9-116'to 16'
19
JB series hangers
Top flange hangers available in wdth of 1-9/1 6'and heights
ranging from 5-3/8" to 7-1,14"
20
J3A series hangers
Top flange hangers available in width of 1-9/1 6'and heights
ranging from 9-3flff'tu 13-1/8".
Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30f420
For direct Inks to all SW awrovels Isted below, CLICK HER
For additional information regarding Flondas Statewide Product Approval System and Mori -Dade County Notice of Acceptance
5
SET-XP
Adhesive Anchorfor concrete
6
Strong -Solt 2 (STS2, STB2-4SS, STS2-6SS)
Strong -Soft 2 Wedge Anchor for concrete available in carbon
awl and Types 304 and 316 rtaliniess steel
7
Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, TIHO�CS, THO�CSSW
Titan HO Heavy Duty ScrewAnchor for concrete and masonry
available with hex head In carbon steel and Typos 3D4 and 318
slaunless steel, or with countersunk head in carbon steel and
Type 316 stainless steel
8
Titan HO Rod Coupler (THD37634P.C, THD5OM4RC)
Titen HO Threaded Rod Coupler for concrete
9
Titan HE) Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH,
Then HO Threaded Rod Hanger for concrete
THD50234RH, THD10212RH)
10
Wedge -All [WA)
Wedge -All Anchor for masonry
FL*I 6230-Re
&j&g Product Model, Num bar or Name
I AT-XP
2 ET -HP
3 SET-XP
4 Strong -Bolt 2 (STB2)
5 Titan 2 (TTN2)
6 Titan HD (THD-H4SS. THD-H6SS, THD-CSSSS)
7 Titan Turbo (TNT)
FL#1 6837-R
A A211
PE0511101 Model. Numberor Name
I X3.01016-5i� XIS1016, X191 016-4K, XQISI016, XQ1 B1 01 6-4K
2 XLQI I 4TI 224, XLQ I 14Si 224.2K
3 XMQ 1 14SI 224, XM01 1481224-2K
4 XQ`114S`1224� XQ114121224-2-5K XI14S1224,XQII2SI224, XQ112B1224-2K
5 XU34S1OIO. XU34B10I6-5K
FL#35320-RQ
kal -
1 DSSCB43-5, DSSCB46, DSSCB48, DSHS
2 FCB43.5, FCB45.5. FCB47.5, FCB49.5, FCB411.5
3 FPHSD34S1O1O, FPHSD34BI018, FPHS03481018-5K. FPHSD34S1214,
FPHSD34B1214, FPHSD34B12I4-5K
4 LSFC2.25. LSFC4.25. LSFCO.25, SFC2,25, SIFC4.25, SFC6,25
5 LSSC4.25, LSSC6,25, SSCZ25, SSC4.25. SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25,
MSSC4_25KW, MSSC6.25KW
6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S: RCKW5.5S
7 SCS43.5, S01345Z, SCS475, SCS49.5.,SCS411.5, MISCS45-5. MSCS47 5
8 SCS32-5197, SCS62-6197, SCS02-511 18, SCS82-5/118
9 SOW 25, SCW5,5
10 SJC8.25. SJCIO.25, MSJC8.25, M,9JCIO,25
11 SSB3.518
12 XLSH3481414, XLSH78BI 414
13 X01SIO1 S, XOI 81016-4K, X01S1214, X01B1214-3.5K, X078S1224, X07BB1224-3K,
XQ114S1224, XQ111141211224-2 51K. XQ1 12SI224,XQll2Bl224-2K,)C34BI016-51<,
XIS1018, X1H10i&4K, XIS1214, X181214-3.SK
Product DescdgLW
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
ET -HP Epoxy Adhesive for masonry
SET-XP H igh-Strength Epoxy Adhesive for masonry
Strong-Boft 2 Wedge Anchor for masonry
Tien 2 Screw Anchor for Concrete
Titan HD Heavy -Duty Screw Anchor for concrete available in 304
or 318 sto in less steel with hex head. and 316 stainless steel with
countersunk head.
Than Turbo Screw Anchor for concrete or masonry
Product Oescrlbtlon
#10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3
Drill Point
412-24 Strong -Drive XL Large -Head Metal Self-DFilling, Tapping
Screws with #5 Drill Point and Large Diameter Hex Washer Head
412-24 Strung -Drive XM Medium -Head Metal &DIF-Drilling,
Tapping Screws with #5 Drill Point and Medium Diameter Hex
#12-24 Stiong-Drive X Metal Self -Drilling, Tapping Screws with #6
Drill Point
#10-16 Stiong-Drive XU Metal SO -Drilling, Tapping Screws with
#1 Drill Point
Product Description
Bypass Framing Drift Strut Con nector
Bypass Framing Fixed -Clip Connector
#10-16 and #12-14 Strung -Drive FPHSO Framing-to-CFS Seff-
Drill", Tapping Screws
Steel Framing Connector
Steel Stud Connectors
Rigid Knee Wall Connector
Bypass Framing Slide -Clip Connector
Bypass Framing Connector
Head -of -Wall Slide -Clip Connector
Sigel Joist Connectors
Bypass From ing Slide -Clip Strut Connector
#14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping
Screws
410-116. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling,
Tapping Screws
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SHEET NO.
PA 13
MIAM� MAW-11ADECOUNTY
PGT Indmtries, lat.
PGTIndustties,l1uc.
PRODUCTCONTROL SIECIrION
PGT Industries, Inc.
11905 SW 26 SuveL Room 20B
NOTICE OF ACCEPT-JUNCE: EVIDENCE SUB-WrTED
NOTICE OF ACCEPTXNCE: EVIDENCE SUBAIIT TED
JDEF"TMMT OF REGULATORY AND EC 0-14 OLUC RF-SOL13LC ES MM) M2- Florkla 33175-2474
BOARDAND CODE ADAnXiSTRAnON DIVIM-N T(796)3L�-2590 Ft-7W315-25N
NOTICE OFACCEPTANCT: EVIDENCE SUBSMITED
D. QUALITY ASSITRXNCE
NOTICE OF ACCEPT.A-N-CE (N-OA) www-manaitakm lecoaamv
1. Evidence submifted under previous NOA
A. DRAWINGS
B. TESTS (continned)
1. Miami Dade Depztment of Regulatory and Economic Resources (RER)_
PGT Industries, Inc.
1070 Technology Drive,
I - Manufactur&s die drawings and sections.
5. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94
North Venice, FL 341.7 -5
01ibmulted under.YOAX& 11-0107 04)
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
E. 3LXTERLA.L CERTIFICATION'S
SCOM:
I Drawing No. MD-5570.0, titled"Vinyl Sliding Glass Door NOA W", sheets 1
3) Water Resistance Test, per FBC, TAS 202-94.
1 . Notice ofAcceptance No. 1."528.14 issued to Vision Exmsion Limited for their
This NO�A is being issued under the applicable rules and regulatim governing the use of constructionmaterials. The
thmghll of2l.
, prepared by manti6cture�r, dated 10.05/15, with revision A dated
4) Lwge Missile Impact Test per FBC. TAS 201-94
N%Ihke Rigid PVC Exterior Extriisions; for Windows and Doors7, dated 0&.114 5.
documentation submitted has been reviewed and accepted by Nfiami-Dade CountyRER -Product Control Sectim to
04;05A7, signed and sealed by A. Lynn Miller- RE.
5) Cychc Wind Preswre Loadingper FBC_ TAS 203-94
expir�g on 0930,49.
be wed m Kn= Dade Cvunty and othuarea9where allm-edbylhe AAmily HsvWgJvds&ctLou (AHT).
6) Foiced Emy Test, per FBC, TAS 202-94
1 Notice of AcceptanceNo. 16-0920.08 issued to Vision Extrusion Limited for their -17E
This NOA shallnot be valid afterthe expiration date statedbelow-The Miami -Dade County Product Control Sectku
B. TESTS
along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared
1000 Tan 202 and lighter Shades (Non-AlWo) Rigid PVC Exteitor Extrusions for
(In,NfiamiDade County) an&ai the AM (in arms other thanNfiami Dade County) reserve the right to have this
I - Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
by Fenestration Testing Lab- Inc.- Test Report No- FTL 8549. dated 11 �06.1 5 - signed and
,
Windows and Doors-_ dated 12,108116. expiring on 11,29.Q 1
product or material testedfor quality assurancepuiposes. If this product or material fails to pedotm in the accepted
.
1) Large Missile Impact Test per FBC_ TAS 201-94
-
sealed by Idalmis Ortega� P. E. ffest report revised on 121044 5 and 0'_Y� 11116)
3. Notice of Acceptance No. l,"523.15 issued to Vision F-vtrusion Limited for their
manner, the ma cto ter will incurtheexpeuse of suchtesting and the AHJmayinimediatelyrevoke- modify, or
3) Cyclic Wind Pre&we Loading per FBC, TAS 203-94
6. Test report on 1) Air Infiltration Test, pff FBC, TAS 202-94
-Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
along with irtarked-up drawings and installation diagram of vinyl sliding glass door. prepared
2) Uniform Static Air Pressure Test- per FBC. TAS 202-94
Windows and Doors". dated 08,113/15. expiring on 0930!19-
acceptance. if it is determined byNhami-Dade County Product Control Section that this pmduct or material fails to
ignetd
by Fenestration Testing Lab, Inc.- Test Report No. FTL 8717. dated I2X7,;I 5, s and
3) Water Resistance Test. per FBC, TAS 202-94.
4- Notice ofAcceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA -
meet &e requirements of the applicable building code-
This product is apprcmed as described hesein and has been designed to comply with. the Florida Building Code.
se:a1ed ky Idalmis Ortega. P. E. (Test report revised on 02154 6 and 0124116)
4) Large Missike Impact Test per FBC, TAS 201-94
Inc. for their -TAN5040 and Lighter Shades (Non -White) Rigid PVC Exterior
including die lhgh Vekcity Hut=sne Zone
2. Test vqxo on 1) Air Infiltration Tw, per FBC- TAS 2CQ-94
5) Cyclic Wind Pressm Loading per FBC, TAS 203-94
Extmsions for VA mdows and Doors" dated 09il 5116- expiring on 021/04i2l.
DESCIUMON: Series ".;S7V- 770" VinrlShding Glass Door (Reinforced) w/wo 900 & 1350 corners-L-M.L
2) Uniform Static Air Pressure Test- per FBC, TAS 202-94
along with marked -up dmwmgs and installation dmgram of vinyl sliding glass door. prepzed
5. Notice ofAcceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
MTROV-XI, DO C UMUNT: Drawin g No -MD-5 5 70.0 Re v B, titled "Vin�i Shdin g Glas s Doo r NOA PAY - sheet
3) Water Resistance Test, per FBC. TAS 202-94-
by Fenestration Testing Lab- Inc., Test Report No. FTL 8552- dated 11,04/15, signed and
Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid P'N"C Exterior
I through 21 of 2 1. prepared by mandacturer. dated 10,105215 and last revised on 0_2 10 1121, si gned and seaked by
4) Large 1&ssile Impact Test per FBC. TAS 201-94
sealed by Idalruis Ortega, P. E. (rest report revised on 024 5,2016)
Extrusions for Windows and Doors" dated 09,4546, exp&ing on 04/1&20-
A- Lynn Nfdler. P_E_. bearing the Xhami.-Dade ComtyProduct Control Reiasion. stamp with the Notice of
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
7. Test-repoft on 1) Uniform Static Air Pressure Test- per FBC, TAS 202-94
& Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA,
"Whire
Acceptance number and expiration date by the Ifiami-Dade County Product Control Section.
6) Forced Entry Test, per FBC, TAS 20-1-94
2) Large Missile Impact Test per FBC, TAS 201-9-4
Inc. for their Rigid PVC Exterior Exttusions for Windows and Doors" dated
MISSELE ILWACT RATING: Large and Small"Missile Impact Resistant
along with marked -up dram ings and instaWtion diagram of vinyl shding glass dm, prepared
3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94
08110e17. expiring on 012848.
by Fenestration Testing Lab� Inc., Test Report No- FTL 8.1546- dated 11 V61 5- signed and
along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared
7- Test reports No(s). 10-W--792(A), 10-06-M0527. 535753-09. per ASTME-84,
Limitations-
1. See table I (sheetZ) and table 2 (sheet?) forapphcableSGD unit sizes- design prftsures, reinfomementstypes.
sealed by Idalmis Ortega, R E. (Test report revised on OVO4/16 and 02111,2016)
by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thru A-22). dated
ASINID 1929 and ASTI*0-63 5. issued by EXOVA to Vision Extnmion for cellulosic
gbss types. sill nser (see tables B-1 & B-2. sheets 7-8) and anchor layow sheet requirements in I I duu 16.
3. Test report on I).4jrInfiltration Test, per FBC_ TAS 202-94
11 /19/10- signed and sealed by Jorge A- Causo. P_ E_ (Submhvd anderAV-4 No. 11-
composite material
2- Rigid White FVC, Tan (Non-wbite) Rigid FV- C andBromm coated (Painted or lamin ted) white Rigid PVC to be
1_)UnifcnmStaticAjrPressure Test, per FBC, TAS 202-94
010704)
(Submifted tinder NO-4.No. 11-0107 04)
labeled per reflerencedNOA's requirements.
3) Water Resistance Test, per FBC, TAS 202-94
8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-054
8. Notice ofAcceptance No. 14-0916.11 issued to Kurany America., Inc. foT their
3. Egress operable doors must cDmplywith min clear width or height per FBC require=nt, as applicable.
4) Large Missile Impact Test per FBC, TAS 201-94
2) Uniform Static Air Pressure Test.. per FBC, TAS 202-594
" 'Senan-Glast (Clear and White) Interlaver'. expiring on OT04/1 8.
4. Pocket walls under separateap1roval, to be retieutdbyBuildin g official
5) Cyclic Wind Preswe Loading per FBC TAS 203-94
-
3) Water Resistance Test- per FBC, TAS 202-94-
9. Notice ofAcceptance No. 16-1117.01 issue4 to Kurmay America, Inc. for their
LAZELING: Each und shall bear a permanent label with the warmsfacturees name or logo. city. state and series aW
6) Forced Entry Test, per FBC, TAS 202-94
4) Large Missile Impact Tea perFBC, TAS 201-94
"Trosifoll Ultrackar. Clear and Color PVB Interlavers expiring on 07019.
following statemeniMami-Dade County Product Control.Approved", noted hereiii.
along with marked -up dm ings and installation diagram of -vinyl sliding glass door, prepared
5) Cyclic'%Imd Prmsure Loadingper FBC, TAS 203-CA
R.F.NEWAL of this-NOA shallbe considered a&-r a reneug applicatioti has beenfiledand there has beeano
by Fenestration Testing Lab, Inc.- Test Report No- YTL &1547. dated 12,104i 15- signed and
-
6) Fofced Fmtry Test. per FBC, TAS 202-94
IF. STATENIZINTS
chaagge in the applicable building codenegatively aflecting the performance ofthis product-
sealed by Idalmis Ortega, P. E. (Test report revised on 02il 546)
along with marked -up drawings and �mallation diagram of vinyl sliding glass door- prepared
I - Statement letter of conformance with FBC---,& Edition (2014) and FBC-6*Edition
TERMNATION ofthis NOAwill occur aflef the expiration date or if thete has beam a revisim or change in the
4. Test aTort an 1) Air Infiltration Teo, per FBC_ TAS 2(r---04
by Fenestration Testing Lab, Inc., Test Report No- YTL 6337 (iamples A- I tbru A-5'), dated
(201 7� issued by manufacturer, dated 0&14117, signed & seaked by Lynn Millff, P.E_
materials, use, an&or mamifacture ofthe product or process. Misuse ofthis NOA as an endonvemeut of any product.
2 Uniform Static Air Pressure Test, per FBC_ TAS 202-94
12,06/10, signed and sealed by Jorge A. Causo. P. E_ (Submined underA70-4.No. 11-
2- Statement letter of no financial interest, dated 0411&17- issued bymanufacturer, signed
forsales. achredoungorany otherpurposesshaUautomatwaUykmmtedm NOA.Fadureto complywithairy
3) Water Resistance Test� per FBC. TAS 202-94
010709)
& sealed by Lynn Miller. P-E.
section ofthis NOA " be cause fortermination and rensoval ofNQA-
4) Lxg NhsWe ImW Teo pef FBC, IAS 201-94
3. Lettff of lab compliance, part of the above test reports.
-ADVERTISFAMN-T: The NOAnumber preceded by the words Miami -Dade County. Florida, and followed bythe
5) Cyclic Wind Presswe Loading per FBC_ TAS 203-94
C. C-ALC17LATIONS
4. RER_ Test Proposal No. 1.7-0387- dated 05)05/17. signed by Ishaq Cbanda, P.E.
expiration date maybe displayed in advwtising literature. If anypoitionof the NOAis displayed. then it shall be
6) Foxed Entry Test, per FBC, TkS 202-94
L Anchor vurfication calculations and structural mahms, comph-mg with FBC-2014,
done in its entiretv-
along with marked-W drawings and irtst2nation diagram of-,myl sliding glass door- prepared
prepared by PGT_ dated 1109,4 5and lag rmised on 0115116- signed and sealed by
G. OTHER
LK W C T 1 O'N: A c opy o f this entire NOA shall be provided to the user by the manufactumr or its distributors and
by Fenestration Testing Lab- Inc. . Test Report No. FTL W-49, dated 12.04;15- signed and
-
-
AnthouyL Miller, P.E. (Subirtitted undtr.Y0_4.jYe. 15-1210.01).
1. Notice of Acceptance No. 15-1210�01, issued to PGT Industries, for their Series
-tim at thejob site at the retpest of the Buildin
shall be available for inspeL _g Of ficial.
seated by Idalmis OrtegaL R E. (rest report revised on OL0416 andQA1116).
2. Glazing complies with ASTME-1300-09-
-15157 012770" Vinyl Sliding Glass Door (Reinforced) - L. M I"- eqAting on 04/14,21
-OA 420-04 29.05 and consists of this pape I and evidence pages E- 1. E-2 - E-3. E-4.
This NOA revises & renevm'-%
L
E-5 & E-6 as well as approval document mentionedabove-
The svbmitted documeatitionwas miewed by Ishaq L Cba nda, PE.
hh2q L Clumda. P.E.
Ishaq L Chanda, P.E.
hhaq L Chaad2, PJE.
Product Control Unit Supomisor
Product Control 17jdt Supervisor
Product Control Unit Supervisor
X0.k NO. 21-020.9.03
NOA IN-6. 11-020-9.03
NOA No. 21-020FL03
�AMCX"M
CNN FKMDMWMADM*fi ExpirationDatet Aprill4,2026
==3
ExpiradouDala- -April14,2026
'
ExpirationDate- April 14.2026
ExpirmfionDste- April 14,2026
Approval Djtt*:Nlarch ' .5, 20' .1
Approval Date. March 2-9, .0!1
Approval Daw March 26, 2021
Approva I Date: March 25, 2021
Pact I
E-1
E-2
E. -3
PGTIndustrim Inc.
C GI W- indows a nd D o o rs, Inc.
PGT Industries, Inc.
NOTICE OF ACCEPT-AYCE: EXIDENCE SU'B'-%ff rTED
NOTICE OF ACCEPTXNCE: ]EVII)ENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDEINCE SUBM=
2. Evidence Submitted under previous submittal
E. 'XLXTERL4LL CERTIFICATIONS (continue)
3. New Evidence Submitted
5. QuanoL Part Super Spacer Standard complying
,W with ASIM C5 IS Thermal Conductivity
A. DRAMTNGS
0-881 BTU -in! hr.-W-OF, AS71M F 1249 VXTR-Pass., ASTM D3985 Oxygen -Pass, ASIM E
A. D RX"T, Q'G S
1. Dmwing No. MD-55770.0 Rev B_ titled "Vinyl Sliding Glass Door NOA W-. sheets
2190 I.G_ Durability -No Fog -Pass. (Submitted underpretions AWAX6. 15�4409.05)
1. Drawing No- AID-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA aW, sheds I
I tbrough 21 of 21, prepared by manufacturer. dated 10,'0515 and last mised on
through 21 of 2 L prepared by nianufac.nuff. dated 10,05-115 and Int mised on 02-101i2l_
04/2120, signed and sealed by A- Lynn Millm RE.
6. Quamm Part Durase complying with ASTM C518 Thermal Conductivity 2_72 BTU4n,'
signed and sealed by A- Lynn Miller, P.E.
hr.-ft2-*F, ASTM F 1249 WV"IR-Pass. ASTM D 1434 Argon Penneance-Pass, AS`1M E
Note: This revision consists replacement of same existing installation screw with flat head-
B. TESTS
2189 I.G_ Durability -No Fog, AS71M E 546 Dew Point Developrurnt -201F in 48 brs.
1. Test reports on: 1) Air Infiltration. Test, per FBC. TALS 202-94
(Subm Ifted tinderAID-4 No. 15-0469. 0).
2) Unifonn Static Air Pressure Test, Loading per FBC. IAS 202-94
7- Vision Extrusions, Ltd- Parts complying with PVC-AAMA 303-13, VoluWary Specification
B. TESTS
3) Watef Resistance Test, per FBC_ TAS 202-94
for Rigid P olyvmyl Chlonde (PVQ Exterior Proffies for V ision Extrusions, Ltd. -VEX- I by
1. None.
4) Large Missile Impact Test per FBC_ TAS 201-94
AAMA Fenestration Fidenor Profile Certifkation Program (Subytifted under.V0.4 Xo. 15-
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-Ac
0409W)
C. CALCIMATIONS
along with marked-W drawings and installation diagram of all PGT Industries, Inc.
8- Vision Extrusions- Ltd- Parts complying with PVC-AAMA 303-13
L None.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,
(Subrit ifted under NO-4 No. 15-0469.05)
prepared by Fenestration Testing Laboratory. Inc.- Test Reports No.:
9- PVC-AAMA 303-13, Vohmtaly Specification for Rigid Polyvinyl Chloride (FVQ Exterior
D. QUALITY ASST-7&4.N.CE
FTL-7897, PGT PW5520 PVC Fixed Window (unft 6 in proposal), dated 09�03i 14
Profiles for Vision Extr� Ltd--VEX-1 by AAMA Fenestration Extem Profile
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
IFTL-20-2107.1. PGT SGD780 Alumintim. Sliding Glass Door (unit 7 in proposal) ITL-20-
Certification Prograni
2107.2, PGT CA740 A lum Outswing Casemeat Ulmdow (unit 8 in proposal) FTL-20-
10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solutim USA. Inc. for
E KAXERLAL CERTIFICATIONS
2107.3, PGT PW 7620A Aluminum Fbied Window (unit 9 in proposal) and IFTL-20-2107.4.
their ---Yan 30-40 & light shade (non -white) 1%19W Rigid PVC Exterior Extrusions for
L Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
PGT PW`7620A Alu;minum Fixed Wmdow (unit 10 in proposal) dated 07113120- all signed
WindowsandDoovC, expibngon022!0-Ql.
"TrosH611 Ultraclear, Clear, and Color P"VB Gbss Interlayers', otpiting on 07,09,24-
and sealed by Idalmis Ortega- RE.
11- Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Soh6m USA- Inc, for
2- Notice of Acceptance No. 17-080&02 issued to Kuraray America, Inc. forth&
their senirs"White Rigid PVC Exterior Extrusions for Windows and Doors�__ expm-ing on
"Serift-yGlast (Clear and'"16te) Glass Interlavers7_ expiring on 07/04,,23-
C. C _ALC'LTLATIONS
02428n-3.
3- NoticeofAcceptance No. 18-1106.10 issued to Vision Extrusions Limited for their -Brown
1 Anchor vmfication cakWations and stiuctural analysis. complying wrth IFBC 7&
12- Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution, USA, Inc. for
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows
Edition (202ft. dated 04122/20, prepared by manufactm- signed and sealed by
their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for
and Doors7_ expiring on 09,30/24,
AntbonyLynnNfAer- P_E_
Windows and Doors-- expiring on 04,116-25-
4- Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series
2- Glazinj complies with' ASTIM 11.100-04, -09. -12 and -16.
"VE 1000 Tan 202 and lighter shades ffon�-N%Wb) Rigid Cellular PVC Exterior
D. QUA L r r Y A SS1TR AN C E
F. STALTEAEEINTS
Eumsions for Windows and Dom-- eqnting on 11229,12 1.
Ivfian-ti-Dade Department of Regulatory and Economic Resources (RER).
1. Statemmt letter of conformance to FBC 76 Edition (2020), dated 0+222,20- issued by
manufacturer, signed and sealed by.Arrthony Lynn Millff. RE.
F. STATEINIENTS
E. MATERLAL CERTIFICATIONS
2. Statement letter of no financial interest and of independent. issued by mamsfacturer, dated
L Statement letter of conformance to TBC 76 Edition (2020), dated 02101,21. issued by
I- Notice of Acceptance No- 1"30-5.02 issued to Kw-aray Amerka, Irtc. foT their
04/180-0, signed and sealed by Anthony Lynn Millff, P-E,
marrufacturer signed and sealed byAnthony Lynn Miller, RE.
"TrosifoW Ultraciear, Clear, and Color PN`B Glass Interlayers-'. expiring on
3. Pnvate Labeling Agreement document between PGT. dated 03,30i15 and signed ky all
2- Private Labeling Agreement dated 01109,21 between PGT Industries. Inc. and CGI
07/08;24-
involved parties
Windows and Doors Inc.. signed by Dean M. Ruaik, P.E., V.P. Engmeew. on behalf of
2. Notice of Acceptance No. 17-0803.02 issued to Kuraray America.. Inc. for their
both companies.
".S#ntryGhV[ (Clear and Alite) Glass Interlavers7'. expifing on OT%23.
G. OTHERS
3- Notice of Acceptance No. 18-1106.10 issued to Vision Extiusions Limited for their
L Ibis NOA revises NOA# 17-0420.06 ayVTw/CGI) and updates to FBCI-020 (7& Edition),
G. OTHERS
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
expiring 04t-21,21-
1- This NOA revises & renews NO.Aft 20-0429.05 CPU w/CGI), expiring 04,14f26,
for Windows and Doors". expiring on 0930-24.
2- RER Test proposals #19-1155 dated 01/10120 approved by Isliaq1_ Chand.2_ P_E_ expiring
2. The cunrnt asm�ciated PI -A. CGI file #21-020-5.01- expking 04,114,26.
A. Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their
series "VE IM Tan 202 and lighter shades (Non-AkThite) Rigid Cellular PVC
Exterior Exn-usions for Windows and Doors7. expiring on 12L)9�2 1.
Ishaq L CILanda, P.E.
Ishaq t Clanda. P1.
hk2q 1, Cltaud2, P1.
Product Control Usk Supervisor
Product Control Unk SuperTisor
Product Control Unit Supervisor
NNOA No. 21-020.9.03
INKOA No. 21-0205.03
NOA No. 11-8205.03
Expiration Date: Aprill4,2026
Expiration Date: April 14,204.6
ExpirationDate: April 14,2026
App roval Date. 141arck 2.9,2021
Approval D2 Tel MAPCIL 1.4, .2021
Approval Date: If2rclk 19, 2021
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MIAM� MIAMI-DADE COUNTY
L_A;Aw� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (796) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom
Cast -Crete USA, LLC
6324 County Road 579
Seffner, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
'Me documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: (Cast -Crete) 4",6" & 12" High Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MISSME IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
lk"4_ NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
Page I
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision datedJune 12, 2014, all signed and sealed by Craig Parrino, P.E., on
January 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Mone.
F. OTHER
1. Article of Conversionfor a name change.
C*e1my A. Makar, P.E., M.§.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
E-4
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1,
prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both
drawings signed and sealed by Craig Parrino, P. E.
B. TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Liniels Filled and
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
sealed by Christopher A. Haman. P.E.
C. CALCITLATIONS
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P. E.
z Calculations for Casi-Crele Lintels, dated 05129103, 140 pages, prepared by Craig
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
D. MATERIAL CERTIFICATION:
1. Quality System Manualfor Casi-Crete Machine Made Precast Lintels revised on May 1,
2002.
2. Cavt-Crete Quality System Manualfor Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
.��ilmy'A. Makar, P.E., M.S.
Prociuct Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/1112023
Approval Date: 08/20/2020
E-I
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast -
Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E.
d tgzk:�� -
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 0&'20/2020
E-5
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast-Crele 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
March 22, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Letterftom Cast -Crete Corporation, dated February 03, 2012, signed and sealed
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
Edition.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
L None.
Pro4rA1 lmy A. Makar, P.E., M.S.
uct Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
E-2
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
A. DRAWINGS
1. Drawing No. FD4612, titled 'Trecast and Prestressed Lintel Details sheet I of
1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6 & 12 "
Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 06112114, all
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
B. TESTS
1. None.
C. CALCULATIONS
1, Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P. E.
D. QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Letter ftoin Cast -Crete USA, Ina, dated 0811912014, signed and sealed by Craig
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 17-0821.18
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P. E
� -"A )� All*�
4:��41efmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
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SHEET NO.
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PRODUCT EVALUATION REPORT
RE -PORT NO.: 20-0728.01
DATE: July 28, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY. Storm Panels
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: Global Protection Products LLC.
48W S.W. 51 Street
Davie, Flodda33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LITC, Rule Chapter No.
Of G20-3, Method I 0 of the Florida Department of Business and
Professional Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verilled for compl lance In accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose Intended
at lleast 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. EVIDENCEAUUMLTTM-
2.1. PRODUCT EVALUATION D0CIJMENT.-4P,E,D.1l
Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A.
Tillit, Jr-, P.E.; dated 07/28/2020. This drawing Is an integral part,
Evaluation Report. 0,1,1ok"O .141's",
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PRODUCT ALUKTIONREPOItTNO, 2041721LID11 2
2.2. TIES R PORT$:
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 loacts
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, f nc., Reports # 96-569 dated 08/09/1 996, #W570 dated 0911 8/1 996,
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04118/1998 and
# 2126 dated lo/D5/1998 witnessed by Gilbert Diamond, P.E. and Report Nov.
0219.01-09, dated March 4, 2009, signed and seared by Edmundo Largaespada,
P.E. and Henry Hattem, P.E.
Tensile test report No. 9CM-197 byQC Metallurgical, Inc., clatecl March 13,2009,
signed and sealed by Frank Grate, P.E.
2."TRUCTURAL ENGINEERING CALCULATIONS:
On 20 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 ir accordance with
section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,
dated 1 1/03108 and 03112/1 5, signed and sealed by Walter A. Tillit, Jr., P. E.
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
4. VVIND LOADS RESISTANQE�
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15,
16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, I 1,
14,15, 17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
I -INSTALLATION,
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
Indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No, 20-176.
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6. MAIERIAL CHARACTERISTICS AND SPECEICAI[CM&
Shall be strictly In accordance with General Notes and Components indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (P.E.D.). drawing No. 20-175,
1
7. LIMITABONS AND CONDITIQNS OF USE:
7.1. Shall tw strictly In compliance with General Notes No. 1, 8 thru 14, indicated
an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176
prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, PIE.
7.2. Product may be installed within HIGH VELOC11-Y HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be Installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florlda License
No. 44167), President of Tiltsco, Inc, (Florida CA-0000719),
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D�ITILTFCOAOMON RECORDS IP. E. REPORT-20 IGLOSAL PROTECTION PRODUCTS, LLC F 20 GAGE
GALVANIZED STEEL STORM PANWORWIG * M178%I45PORT 02D-OM01
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TILLIT TESTING A ENGINEERING COMPANY
WALTERA. TH,IJT. 2L, P.E. PRODUCT EVALUATION REP tilteo0@80I.Cout
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REPORT NO.: 20-0727.02
DATE: July 27, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY. Storm Panels
PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: Global Protection Producls. LIX
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61020-3, Method 1D of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that requ [red by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a BUlding Code change that may affect its limitations and conditions
2. EMDENCE SUBMITTED:
Z1. PRODUCT EVALUATION DOCUMENT (P.E.D);
Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
Shoals 1 thru 1 8 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteRpirt
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Evaluation Report. �0 �t %..�Q;
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635i NX 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871- bi%�W-1531
PRODUC f EVA1,17AnON RMMT No- 104717,fl 2
2.Z TEST REPORTS:
Large missile Impact load tests were performed under SSTD 12-99 Standard as
per section 1609.1.2 of the Florida Building Code, Uniform static loads as per
Section 1170911.3, per ASTM E-330. Test reports prepared byAmedcan Testing
Lab of South Florida, Report # 0814-01-01 dated 03111102 witnessed by William
R. Mannar, P.E.. Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
Largaespacla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated! November 23, 2010, signed and sealed by JUDO E.
Gonzalez, P.E.
Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P.E. as per ASTM E-0 and Tensile Test as
per OC Metallurgical Report No. I OKMA M8, dated December 1, 201 0 signed
and sealed by Jerry Jaciofano, P. E. as per ASTM E-8.
RING 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 11604 of the Florida Building Code. Calculations prepared by Tilteco,
Inc., crated 12118tlO and 08/27113 (for this revision), signed and Steeled by Walter
A TIM, Jr., P.E.
3. MISSILE IMPACIEM-TAW-E:
Large misialle Impact under section 1609. 1.2 of the Florida Building Coda, as per
SSTD 12-99 Standard and TAS 201.
4. VMND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9. 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175,
Maximum Anchor Spacing shall be as indicated on shoots 5,9,10,11,13 thru 16
and I 8 of 18, of Product Evaluation Document (P. E.D.), drawing No. 20-175.
24 Gap Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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6. INSTALLATION:
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (F.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3, 6, 13, 14, 15, 10 and 18 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
t MATERIAL CHARACTERISTICS AND SI!ECIFICATIONSo
Shall be strictly in accordance with General Notes and Components indicated on
sheet 1 and 2 of 18. of Product Evaluation Document (P,E.D.), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 1 0, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
L-LIMITATIONGLAND 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 byTIltem, Inc. and signed and sealed by Waiter A. T1111111, Jr.. P.E.
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 10202 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, concrete block, and
wood firainne structures.
Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florida License
No. 441M, President of Tifteco. Inc. (Florida CA-0006719).
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D!1 TILTECO ADMON RECORDS I, P, E. REPORT.20 k GLQUAL PRO RN ,
GALVANIZED 87EF:L STORM PANEL It DRWG#20-175t REPORT#20.DMA� PE9§4
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COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
GENERAL : 8 3) IN CASE THAT PKCASI STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE rGUEOD ON THE (SCALE 1/2-l-) 1/4. 2/4, 3/4, 4/4, 5/5. 7/5.
in M WIN am Bet EXISTING WALL, ANCHORS SHALL BE LONG CIPOUG� TO REACH IHC MAIN STRUCTIJ- BEHIND SUCH PANELS IW/ 0, 2W/10, 3W/10. 4W/10, +6/5
' STORM PAWL SHOWN ON THIS PRODUCE EVAAtUATOAI DOCUMENT (FIED) HAS BEEN VE�IFFED FOR COW,PEV%W.F IN ANCHORAGE SHAUL BE AS MENTIONED IN 9.1) AND IN 62) - - 15 I"- (TOTAL VADTH) I I - + 110, SW/11 & 7W/11
ACCORDANCE WITH THE 2020 (7M EDITION) Of' �IE FLORIDA SURGING 'ODE (C) TQ-W.,11hQ-RWQ AM, Sff.WCA&Xy. - ---.D-1L"L1 - - 12.500" (EFFECTIVE WIDTH) - -- - - - --- - I 5 1 96* (TOTAL INGTH) - I- 5W/
'
DESIGN W4D LOADS SHALL BE DETERMINED AS PER SECTION IWOOF THE ABOVE MENT04CD CODE. - 1/4-f TAPCON ANGOPS. AS MANEVEACTURIED BY OW BUN.M. INC I . 6 1/4' - - � - -- - 5150" . - - '. IAAX __ _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 9 ---- - _3* MAX_
FOR A NRHO SPEED AS REQUIRED THE JURISDICTION WHERE TERM SHUTTERS ftJ BE INSTALLED -0 - 014-tO PANEL"TE FEMALE 10 AND PANELMJITV P�US ANCHORS AS MANUFACTLIRED Iff ELCO CQNsTRtCngN PORDourn I - - - FOR WOOD SEE SECTIONS ON SHEETS 10 A, 11 " WN. 1 74" 1
" A DERECTIONAI FACTOR Ad-00'ft, USING ASCE 7-1 0 AND SHALL NOT EXCEED THE EAAAVUM (A S 0 ) - 1/4-0 LAG SCRM PER N D.S. : I --I 3PO - , ,-I �XQ* - - 1�3p .- . 1.10G. - I Soo* I* W04 - V4 /' ..
DESIGN PRESSURE PATINOS INDICATED ON SHEETS 7 THROU 12, 14, 15, 16, 19 0 M - 7/tfi'* V 5/87 *900 BUSHING. AS DISTRIBUTED BY NO. "NI SCREW. SOLT 6 SPECIALTY GO 1 ,2', S I ' - 1-M" 7 ' 0.036' UK INCA ,- 1.3w, - ,,,, I 0 0 0 6
� I , 4ALVAINCEED SEM , I co
IN ORDER to VIERIFT THE ABOVE CONDITION. ULI�TE DESIGN WIND LOADS DEIIERWINNED PER ASCE 7-16 Tlw� 0- '�- I 11 --- - � F 71 ... I--,- J 11 - 1:
C I,' MINIMUM THR&ADED PEWRAINEN INTO WOOD, OF TAPC - - *1 I � ,, - 7 �- _7 - 7-7-- -�-T`T --- , , " ,
SHALL BE FIRST REDUCED 7 ON ANCHORS SHALL BE 1 112- Akr, 2- FOR FLCO PMCJWTE PLUS I I C I i F ------ 7*v, - - - ASTW 9-03 D. W. 0. (5). @ -1 . I :=
IQ A.SD DESIGN WIND LOAM By MULTIPLITW, META BY 0 6 IN ORDER TO ,O ' A� �- � I 1 ------ 7 � --T--- -' T I ' -,- - I �
A/ VAX ANC, PANUMAILE FEMALE 0 1 1 I GRADE W "M I - I ---r------1-- � I i 10
, 1 , , , I � ; ; I i I
� e �, � `4 2.05?* 6-60 CALV EDGE , / J - 7-7- i ; ; ( � 1 Go LU
,
� , , tA\), I 1 (�)-153 (�) I 1 i %- -c: =
COMPARE THESE (KSD) DESIGN PRESSURE RATINGS INDECATEO, ON SHEETS 7 MRJ 17, 14, 15 It. ig & 70 ") MINIMUM THREADED PENEITELAra" or LAG SCREW two THE TWOOND FIN UNr SHNLI BIL - 112- SO THREADED `F "-- - / TYR " 9,=;.+-.3\ "=D I!, , 4- 1 TYP ). (�)- @ .- . � I I I I
IN ORDER TO VERIFY 1W, ANCHORS ON THIS P AS ,E51- WERE NUT UVEII, � S3% RICK �N C . WE 2, , HOMMED P ASTIR "W \ 2. 000' 2 ! � 1 1 i ; 1 � I ; i , 1 [ NPWRW = -
, I
THE 0 - STRESSED. A EASE A&LO.MLE PENETRATION INTO STUCCO SHAk, BE CoNSOCRED AS PAR' OF MIE REWIRED "CADED PENCTIUVON Da" 2S?'� Z " HEMMED GRAVE SO %ON*" //---*I,, I W 1 1 1 J i ; 1 . r- =
STRESS FOR WWO LOADS WAS NM USED IN EIP APOLYS45 FASTCI SPACING to WOOD HAS BEEN DETTEEMONED N 1 I :
0- go CALY - i 1 i i I
1 i i . , i 1 1 � � I I � I � , 1 , ) CL
- - i L A �-T I TWAIL A , 40.6 DETAIL AJ, � 1 1 J � ! ! I 2
� I i i I i � � � i
ACCORDANCE WITH NDS, 2018. AN, I I I i 1 1 1 1 1 . ! I . I 6 ca C-) M
1 � I I ;
-I AND WIND W&ISTANICE HAS SUN VERIM IN ACCORDANCE WYk SECTION I626 OF C 3) MINIMUM EDGE DISTANCE Of LAG SCREWS� INTO WOOD SK411 BE AS INDICATED IN NIS DRAWING I -�ETXJ - - - . - 7�1 1.11 I .... I 1 I I � I 1 , ; 1 I : 1 z - I i W-
STORM PANEL'S ADEQUACY FOR OPAL - . � - - - - . - � --- � I i
C 4) MNWANAI PE� - -�- I ----� . I i � , � , : � I ; 1 1 2 � . - EQ = C14
THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTING INC REPORTS 96-"g. 96-570 IN 96-30 MO WEtOAODN OF *000 RUSHING SHALL BE 5/a- 1/4- 0-20 %Cfk-WS USED SEAL, ON 1 1/2' �Ofie �%IUM - "5, /..,- \-,. ,i775 I I 1 1 � I i - I t - , I � 1 - - I i , i -M ><
_j I - i i I
FENESTRATION TI-SITEXI LAB INC. REPORTS #2032 & 021M . AS PROTOCOLS TAS-201, TAS-202 NAG TAS-2'03 9<MD SIVOCC, EXIST ME. I* MANNUM, FOR WALLS WrM No STUCCO - --5,250' - - -- --- - - - - -t.350' � � - - . � - - - . I - . i , � I - � - I F = LA- ]MIT
AS WELL AS AMERICAN TEST -A0 Of SOUTH FLORIDA REPORT 00219,01-09, AS PER TAS 201. TAS 20, AND I i I I , I
I I 1 r- -� - 1 � -,- -- - ' T I ' I- I -; ' i T I
I 4 ! I ; I � I � . Ca = -
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14S 703 WALL� ANCHORS SHALL BE LOW- ENOUGH t REACH rWE MAIN SMIJI7TUAr 8EHENO SUCH PANELS � - I i I . i I - i I ! � i . -0 C14 _=
STANDAPOS C 5) CASE THAI PRECAST STONE� OR PRECAST CONCRETE PANELS. STUCCO OR *000 BOARDS BE FOIND ON 74E EXISTING T STORM PANE (9k END STORM PANEL I I I �
� i , � � � I It I 2 (= .M
.
- 2.187, - . I . i 0 , _- i I I I 'Nlli�tIII,,,
2 4L ALUMINUM EXTRUSIONS n) BE 60I AIJaY AND TEMPEIC (UNLESS OTHERWISE EXCEED) SET SHEr" 2 . . i ; 1 4 F I I J I : � i . C-4
ANCHORAGE SHALL BE AS MENTIONED IN C 10). Q,2) ON C 4) 1. 1 1 i 1 t � f
-,�-, I . I i i - - - I - � I : I , � , ; I
- .
I A" ALUMINUM SHUT METAL USED A" CtOSVM SHALL HAVE 3105-H14 ALLOY ,� I I . .--- � ------ I 14�V I i 1 � I I I � 1 1 � , I -e W =
1,250; ; I � . � , I 1
- - - 2,187" . : � � I I . i - I 1
"',
,� I 1 , � 1 1 r : , i � - I. - - .- - - - - - t
I ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTW A-65� GRADE 50 MINIMUM. a-60 , , . IE a I � . L � , I � , 1 1 I �
(U) AMCMOR5 SHALL BE INSTALLED FOLLOWING ALL OF THE RIECONNAFNDATIONS AND SPECIFICATIONS OF THE MCHI WASUFACT.No, 1� :
A4wz 3 END UP - 12-* '/*-.-20. 1 I I - I 1 1 - CL -= W
8 PANELS MAI ALSO BE INSTALLED HORIZONTALLY IOU-CMK. INSTALLATION DET&LS SHOWN ON tHROU, SHEETS �1� I 1 250' too, - -_ - .7�0' - -M i2f � : I I �� : I BOLTED PAWLS W/ [/"-2NI- I '* .
2 ,
,
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-
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GALVANIZED STEEL CESIGEIATION W/ry- 58 S - fAFTER ROLLED) ON SFCn 5 CH to IS , W/ ITAIWV M01, .-- I .100, N, a. I . .BW ,� I . W1 SERIES yg: som � UNBOLTED PANELS ' . i � I Cl E - =
MROUcH b) ExCEPT MkO HEADERS 0 OIL Q SPAU Not BE USED >I-- -. - I _ .125 IS � /50' - . I I I � i I I =
. :]�. I I S" "VOTED S.S. NEW fmcTw I !(SEE SECTIONS AS 1 . � , 1 I , 5�,S. MES. SOLT W/ 7/8* . 3/37' �, CD :5 ..,
- , , (i - -
5 &I SCREWS TO BE STAE.LM STEEL " OR 3115 MS; SERIES OR CORROSION RESMINNIT COATED CARBON SIM AS �ER ,- - , ,� -MI I I I I I I 10 ARCUE 0 I . I ! i � INTAIGINUTS, 0 EA OVERLAP
/:1. INX 4 1 ' 102 7/1' 0 I- i APPLICABLE) i . .
EM 50018 W/ 50 IVK YIELD STRENGTH AND 90 km TENSJUE STRENGTH & SHALL COMPLY W/ FLORITA BUILDING COGE SiSAffY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or THE STRUCTURIE ANWN( SHUnER IS to BE - - i � I I .
9 $7 SHALL BE V�E ONESPONS , - I I _ :a 117' (E.0 ,a_ I : I 1 ' * (SEE SECTIONS AS APPLICABLE)
,, ,-, , - *0.08- 3375. too, -1 I ! . ; - '..
-11 3.3� ATTACHED TO "SURE PROPER ANCHORAGE THIS SHJrTER SHALL OI BE ATTACHED TO COWEEM. BLOCK OR WOOD FRAME /i '--'- - - - - � --,' i 1 '093, 1 ! � : ! ] , 1 I i 1 0 a,: 31: M
- 5w 4 i : I I i � L ,
SECTIO. 2 WOLD.75 " �,-�, - - P3 Ij M. 1 2 I tZ I . - � � . I . . 5 I I I : I i CD a, -0
4 BOLTS TO BE A51M A-307 GALVANIZED STEU, OR AM 3G4 VJ41ES STAINLESS STEEL "M M 0, MENAKAII ITELD / � �-,-, 12 � - I � . - - i L 1 1 1 -, I - - 1 J = 3: 410 W
12'-4'. AS PER SIECTIONS 6 - 1� " 00, - i - . i - 7 1 1 1 I .. -- � �
I 1 1
-�� I i .T : i . t
ENDmAq, -- I 9" � F 'I I 1 I I t
. B. 9 & 10 ANC ALTERNATIVES BW . Z:�7�1=�- ?" I � it a - t - - 0 . : . I , , L I ED = C=)
10 EACH REGULAR SIORM PANEL WITH LENGTHS OVER 6 -8 THROLIGH ` '� 251�0�- - [ 2,- 5. aaa. .r _ * i I I "GO, � I .
STRENGTH ` O, ." AEL I "�,., 12SA .:--T I � 1 , 1 : 03,
SEA & ION ON SHEETS 5, 6 A 12 RESPECTIVELY SHALL. HAVE A LEGIBLE AND RE 11� - , I L , i . . : � I 1 1 I � i I ! 1 . ; 1 -
7 ANCHORS TO WALL SHAUL BE AS MILLERS AULY VISIBLE WARNING INSFRUCONG OWNER OR ", = '125' ! I : i S. = -T .-,,
TENANT TO SECLW PANELS WTH APPLICABLE REEENFORCEMINIF DURNE; PERIODS OF HURRICANE WARNING - : I I � !
(A) TO MSTIAIG /1'/ �� 1 t E � . I I i � I I 1 i 7 I i crt "& -
I � ! t ! t
i I . I .
I i I I C i � i � 1 ! , i 1 � ; i = E
I I
, - -fQV8U,I-CQ1NGRETE I, THE 04STAkLAVON CONTP44C IS to SEAL/CAULK AU SHUTTER COMPONENT EDGU WHICH REMAIN IN CONTINUOUS OONTACT AAM t - S* III- - - 1.5m, - �1.500'- i ! i
/4'0 UP0014 ANCHORS AS MANUFACTURED BY fTW BALEEN, 1W (IIA" r-3192 P..) THE StRLDING'TO PRMNTTC-44 , �� , -, ; I I I � I
I I ,� --L4�; 1 1 1 � ; i ; � , � � I � i �
- - .�W -30�< 1 1
0/" FArRLJWA - � ! 1 1 i , I I 1 � .
- :/4* 4 - 7/8' CALY-FIN ANCHORS, AS MANUFACTUXEE� Of DEVEALT 04C (MIN I'L-3000 P.� I ISOMETRIC VIEW DETAIL /- 2.000" ' - -- 2.000* - , I � � 1 t I � � � � I I -2 C.
/ I i I I
4*0 Sn ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATION SHALL COMPty WM SPECS INDICATED IN THIS GRAINING PLUS ANY BUILDIENO NEW ZONING REGULATIONS AAL a � I I i . I , -- i Cl- CJ
END UP W/ MDAMM EDGE � I � I I CII I 0 1 I � � I - I �.;
- PROVIDED Ell 'HE JURSENCTON WHERE PERMIT IS APIPUND 10 ROUNDED CORNER * ENDS OF PANEL'S tv O. M,, (R. @. . (� - , �-- � � I 1 -,--I ,- 1 � � I - 141 -- ro __ 14W ; !I: .1
, I , 1
(I @ . -� : . -I I . I 9 f
.�III ;!,3/4' SOLID Iji
-3000 P�. ") I III , i
- I114-10 PMEUMEEE FEMAU to & PMFLMI P105 ANCHORS. AS MANUFAMSEED Ey ELCO CONSt"IXON PRODUCTS 1.3 (a) THIS PRODUCE EVALI,ATION, DOCUMENT (PF D ) XWXPARED Ov THIS ENGINEER IS GEPEFI wo DOES Wr -"cE mr~iiop, (N.T S) (�) "b" HEADER (�) -U" HEAD (�) ANGLE (9 ANGLE WIN STUD, @ ANGLE WITII @- (�) I (�)- @ - &I 3' MAX
- J�mw C-3350 P..) FOP A SITE SPECATC PROJECT. ., WERE THE � CONDITIONS DEVUTE FROM THE P E' .1 REVERSE STU - I* WON . 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, 1.
/4,0 Cr TAP
,NTP ANCHORS AS "FELFACILRED BY �RUAST CORPORATION (!�3600 P.I) I - -- I VANNES
W CONTRALION TO BE RESPONSIBLE FOR THE SELECTION, PUPC-HASE AND INSTALLATION INCLUDING --IFE S017Y OF TITS PRODUCT =_f I SEE.Wr,,,. IW/10. 2W/10, 3W/10, 4W/10. 6
A 1) IN MUM EMENEZIEENT OF TAPCON ANCHORS WED POURED CONCRETE SHALL BE I �-Jt' ." EGR PANt1NATF FITME BASED ON THIS PEO PROVIDED HL,15HE DOES Not DIEVUTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - _ _I ,/. & .-3,44- M TOP EDGE .374* - - SW/10, $W/11 & 7W/11 /5
- D", `!Ll ,081�'10- '50, � �- 11 WART -
-0 AND PANEMME PLUS AND I II.- FOR CF TAP-OREP ANCHORS COWIRUCTION SAFEl AT SITE IS ME CONTRACTOR'S RESPONSLEXIIT� T ' [ ;,.390- 1 OF PANEL '" - 7- 18I 125* Ele-20, -V. SERIES ANCHOIRS, FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 9
At) CALK-fN A SO&J0-SE1 ANCHORS SHALL RE EMBEDDED 7/8' VETO ME POURED CONCRETE NO EMBEDMENT INTO 40 THkS PRODUCT EVALUATION DOCUMENT WILL RE LONSfOEM INVALID IF MODJ'TED � I ; I - I I - - ' SS " MVE70 M - . � 1 FOR WOOD SEE SECTORS ON SHEETS 10 A. 11 -
STUCCO SHALL BE P044TTTED 1/4' 0 ALL BE 1 I/2" LONG MoNtmvw SHOULD STUCCO EXISI� 407 I an. 375' � �-I" -0 � - - - -. I -� - 4 .540 1 .; 12 I/2' OC
m -20 SCREWS USED SIR 1. *I,D&3' . D I rt. - .,
40 1� NOMUN FOR WALLS WITH NO STUCCO AND MAY IN HEAC*U SCREWS OR AU, THREADED SCREWS WIC FtCAD, 4d) SM SPECPK PROACTS SH4� OF. PREPARED BY X F�("DA REGISTERED ENGWER OR ARC -Eel WHCI, WILL EIECOMI fHE - . 67 I - ,-, '. I 1 1 . jffi4t��
BUT WON NEW wn ENGPICER Of RECORD (EON) FOR ME PROJECT MIT WHO WILL BE RESPONSIBLE FOP THE F t I - 67 1.
PROPE USE OF THE Pf 0 ENWWER OF RECORD. AGING AS A OELECATED ENOWER, To THE . -390 1 063' ( -- SCO I
'%GAACr -XV I,GUE " I I 0,15"
A 3) EN CkSLE MAT PRECAST 5TCKI PRECAST CONCRETEE PAN". PAVERS, STUCCO OR WOW BOARDS BE rOU-D ON THI P ED I -R, SHALL SUBMIT TO TH6 LAFEER 1`�E $fTE 5PECrM DRAWINGS FOR RI LOCATION AT - - , \ � 7SO, LSC-1)& 14 ELEVATION
,
, � 8, , I I IN,- - - - ` I !JK
EXISTING WALL OR FLOQN- ANCHORS ShAU. HE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH EVERY PANEL OVMAP ". f 1
.957' � - --- �
PANELS ANCHORAGE SHALL BE AS MENTIONED W A 1) AND M A 2) (0 THIS P E D SHALL " THE DATE AND ORIGINAL SEAL AND SWNATURE Of THE PROFS SSI0,OAL I - WWI, ) , L%-,� - ,I aw I - .084, N T's
ENGINEER e.Er RECORO THAI PREPARED IT '�, 425--* J - 2.000. -- - - iTVP.)
(a) IDIL 7000' (�) KEY i4oLE wAsim --�f�
11�QQ1=117 B-QQLJWALLA.5Ty; -" f4 SHUTTER MANUFACTURER'S LABEL SKAU BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' MOI GAP
APCON ANC14M AS MANUFACTURED BY � I * 9ULDEX. INC
. 0 � PANEL S"UTTER IN ACCORIIVIICE WITH SECTION 170903 OF FLORIDA BUILDING COiX ONE LABEL 4M. (�) IF" TRACK ANGLE (4 3/8* *F- TRACK M FLAT PLATED 267,
- 0/4 7/ CALK -IN ANECHORS. AS MANJFAGTTTPrG BY DC*ALI INC (mJ14 1*1500 p,. t : : ow
_ 1/4 . I 3/ 'r - SHALL BE PLACED FOR EVERY OPENING LABELING TO COUP-1 VPIH SECTION t?0,92 OF THE IcLow (mI - 'f� WnN STUD (W., OVEXAP, -1 RAW WI
A 4 SOUEF5:T ANCHORS, AS DISSUITED BY ALL POW SCREW. BOLT A, SPFeALTY CO 11OF40A aUILONG CODE GALVANIZED STEEL �?`"'!- - -
(WIN I'1 � _ _ , ( 8 I ) tp T
am t"..") ) ,k.$ r.HENN _A .1,
-10 PMEA.MATIE FEWAII If) AND PANELMAr, PLUS ANCHORS, AS MANUFACTURED BY LLCO CONSMUCTION I THIS DRAWING SHALL ONLY BE USED TO �,� .. ..... !� �,� - - - ---- ---
- 0" WX, W 'ONG * . . �,�; - - /aw - `�
ORODUCts �MIN V-2071 EE"1611114 OBTAIN PERMITS IN THE STATE OF rJOINEVE I , . N S,p .. % . \ - X ;4EW"I /�\
I -1 It"14I .. TIttok), 7:�"A
t ./
ANE - ,�.. , I \Nl , , \T/ -
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14* 0 CF AP-GPIP ANCHORS AS MAINUFACTURFD oY TRU-FMJ CORPORATION ,O tf T14%Z,Z-%, 1 ^0 " , . -.I
. ; - - " . VA -r/ --/
,% 75 39 .875'9 iil�6 . 1/4 N
, ,. � � �: , , , .1 I , , " f _ . I .. ` GAP I a
7
r 1) WINDOW EMBEDMENT 69 TAPCON NACHORS. ELCO PAMIELMATTS AND Cr TAP-G ", ANCHOR INTO THE C . � r 1, - * - .1 .1171- FLORIDA BUILDING CODE (Nigh VetoClly Har ans, Zone) i 75 \ . 2 : No. 44167 1. 1 L , c .�i.
.
BLOCK UNIT SHALL BE I 114* ., . VC - - ! % ,P . I 3 *. : DE (High velocity INNu Cane Zan*) : -I�D fe. .. gh VNI HU cone Zone)
- -
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FLORIDA WILDING CODE (1419h velocifty MU cants Zone)
I
: : . 1
- . No. 44167 ', I
NPONG ""10, � 20 GAGE GALVANIZED 57EEL STORM PANEL
.I .1
E.D. - EDGE DISTANCE
(SEE SCHEDULE ON
SHEET 9)
T & BOTTOM MOUNTINGS CAN 13F
COMBINED IN ANY WAY TO SUIT ANY
I
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SCALE I/r-11
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SWALLATION - ALMNATM A-S,D. ft'SIGN PRESSURE RATING)
SCALE 1/0 - 1* SCALE- 1/4* - I'
ELI
19MMLI&M - SECTION AAW
NOTES
1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
UP TO .5&S. -710 pz,f� AND PANEL'S LENGTH UP TO 8'-B" s FLORIDA BUILDING CODE (High Veloctty Nv can* Zonofl
2� FOR NEW WOOD FRAME CONSTRUC17ION! WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR EGUAL No. 4167 20 GAGE GALVIAMIZED STEEL STORM PANEL TIP.
ORION,
ot,
GLOBAL
ST 0 PROTECTION PRODUCTS, LLC.
IILIECO...�
OCR,
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a
TOP BOTTOM MOUNTINGS CAN BE 20-176
COMBINED IN ANY WAY TO SUIT ANY OUR
INSTALLATION. ow To
CONCRETE MCHORS COMOME ANCHORS FOR CONCRETE MICTIONS; SEE SCHEDULE ON TRIM 4;..
(SIX SCMODULE " (SEE KMEMI - SEE m"T"' - Sw Is
.w 14) MW 14) Y15 J04. 2�& IW/15
r*1A no" Paaa ROPER
2/4� W4. 3/4 OR 4/4 2 & 1W
A POURED co-CRETE All
A&.
REQUIRED\ 1 1 1 1 1 1 1 1 1 T i F T I I T ff I I I I I I I I I IT I I r Ii
, X
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PDUAECEOUOUJ� 2,14)
REOURIED
+1/4. 2/4. 2V4. 3/4 OR /4 +1. 2 & �WIIS +I, Z & IW/15
ALTERNATE LOCATION
s ON LIFE SAFETY PANEL
AREA W/NC, LIFE SAFETY PANELS LOCATION OF LIFE (SCE NOTE ISELOW)
I. REGULAR PANELS*/ OR SAFETY PAWL
W/b REGULAR TRACKS (SEE
CONCRETE ANCI'm LOW PANEL at NVALLED AS
SCTIEDULE ON LIM SAFETY RZOPMM OPEMIND S1,1ALL
ROPER
ALWAYS IKE `:rAU11CIU
SWEET 14) Rpa u's Off -ION if I F STORM
OR LIE I
ARED E 54EETY 10 rACjTX
TO BE INSTALLED OR REMOVED FROM INSIDE
P NEL C 1) & 1A
COME" "CHDAS1 or STRUCTURE
(SEE stmEDULE ON
S.w 1.) ELEVATION
WALL MOUNTIbIG INSTALLATION WALL J ING 10 SCALE SlSr-l'
SEcnoN j SCALE, 3/8. - I- - SECTION SCALE: 3/8* - I" -,t/4* IRP, CAP
LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST, OR LAST PANEL)
OR AS AN INTERIOR PANEL (ANY PAWL LOCATION IN BETWEEN END PMELS)� WE =n PAREL,
LIFE WETY PANELS MAY OR MAY NOT BE INSTALLED AWACENT TO RECU.0 PANELS
(W/ OR W/o REGUAJR TRACKS)
2 LIFE S`FM PANEL COW157S Or 0,09' GALVANIZED STEEL STORU PAWL AS
PER 00 1 SHEET 2 OF DPAWING. SCALE
THIS F1 ITSELF TO Of REMOVED OR INSTALLED TRW THE -NSIDE OF
STRUCTURE,
3, LIFE TRACK TO BE COMPONENT 0 AT BOTTOM TRACK M
BE --;g2 Or THIS Do"
E.ifj PER NG
C MPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED 7LOWNC SECT04S I
2 ON THIS SHEF, AS WELL AS DETAILS I & 2 ON SHEET 14, ENSr
\
- . . . .1 FLORIDA BUILDING CODE (NIgh Velocity Nu can* Zone)
t Wm. LENGTLI FOR COA !PCRNSUI�
ON FR.
Mox. ANCHOR SPACI , OR 4DANc"ORACE AT BOTTOM ISS GIVEN 20 WE GALVAWED STEEL STORM PANEL
SCHEDULES i& 2,1SHEET 14,
COMPONENT MAY BE PERMANENT OR REMOVABLE- DOWN W�
s .. s [ATE 0 UP
% I
5, SEE DETACS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON 54111 15 WE
Z IILIECO,...\GW"LMTEMONMDUCM=.""
N OF TESTING a "00 SIR. 51 SOMET
-W,
6 SEE SHEET 4 FOR DUAL APPLICABLE TO THE NECESSITY FOR THE 04STALLATO aw, "L 3w 4
"""Z
ON 'm (�)DO-no. wIffew-Irm 20-176
/ =--RRw--'-% mom
SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCOIWOOD BANDS m4illm'w �
IX SEMI-IONATORU-I)MY PC irm 1
WIEN A, nur OF 26
MMIMUM A.S.12, DESIGN PRESSURE RATING (p.s.f.) AND ORRESPOINDIN
MAXIMUM PANEL LENGTH RIC SCHEDULE
ONE( FOR PANEL93 &!2 INSTALL0,11IONS AS PER SECTIONS I PM 10. ON SHEM 4. 5 At 6)
r" L=
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4
-18, 11" 1 11--e OR LESS 3 Ilr
a '0
- SIXTIED %/ US A, "MONEY AT OVERUIP a WAZWN or PAMEL
MAXIMUM A.S.D. OESIGN PRESSURE UJING (p.a.f.) AND CORRESPONDING
MAXIMUM
ANCHO
SPACINg SCHEDULE FOR REGULAR SIORM PANELS I & 2 INSTALL91ONS
INTO EXISTING WHOETE & CONCRETE BLOCK STRUCIURIES
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WAMum Ama"m SpResm FOR to. - 3 1/2- -
---iF -W-MP -
APPLICABLE To
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SMTOS I A I
WAMUNI PANEL
PRESSURE TO To
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ANY Commoomm I
OF THEM
LaRam
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SEE SNOM TO & I I MR AXWORN TIRE A SPACPAR FOR INIFTALLAMONS 000 %1000 FIMME
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THAR POCA70 0. WROULIT Niff"Um AUDIT" g�em " MULTIPLYING SPACING "N", ON SO"Ol"t In
INE FOLL� FACTORS FEW m OPMMN 70 K POM� RIMUCED, SANOW 01"Aw.0 UPO FACTOR
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Anow Toe Ile, - - __ --I- - 1. 1/41. - Ile.
UPROR .,A`QAR waliam C"
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3,/2
FLORIDA BUILDING CODE (NIgh Vefocit�y NU can* Zone)
OR- 1/2
wam No, 4167
.2010 MrOo. RIC,
20 GAGE SALVANIZED STEEL STORM PANEL. ly
DRAWN BY
GLOBAL PROTECTION PRODUCTS. U.C.
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am s w, 5 STREET DOE
All
to
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A. Iw 0- 11
1 PIT IT-
INSTALL6,110bi DETAILS FOR REGULAR PANELS(I &
INTO EXISTING WOOD STRUCTURES
m 0211002
T
I PRO
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PROUD Too
ALTER"TW 1W
SCALE 3/8-1- SCALE 3/8-1-
IME SCHIMAJUL ON SMEV a I
TO CIA$& I
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NOTE ; SHUTTER TRACKS NOT SRO" FOR CLAWY
:/4* LO. . "- "m BoAss ftswims W/
,. 'P2W IS MS. R, 6 1/4' OZ. FOR
PAMOL LENGTHS UP TO F-W AART B 1/4* D.C.
MR MUCT.S UP 10 '-W MIP. OR 01-10
'�rPANDAMIlt PCIPLE 044 PANCUSIVE PLUS 0
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Of DUST" "U"a "A' F`p
ALL, Low" to To IT-B, UP.
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NoTts
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W17H A,S.D DES04 LOADS
UP TO +55 , 5, -720 PSF AND PANEL'S LENGTH UP TO B'-r
2, FOR NEW WOOD FUME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NOL 2. W/ SPECIFIC DENSITY OF 0.55 OR EOVAL I
NOTE&
1. MSTAUATIONS FOR ALTERNATIIIES ff. OW & IOW ONLY VALID FOR
BUILDINGS WITH ASO DESIGN LOAD$ UP 70 +43 . 8. -413.0 p...I. AND
PANEL'S LENGTH UP TO 12'-4*
2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD WEMBEIMS TO BE SOUTHERN
PINE 140� 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL, I
STOOS 0 EVERY
OVERLAP
(12Z2' O,Q
TO PANEL
SEE \-.WMRIO4 PANEL \-END PANEL
-FOR U. #1 SO4MULE IT
- FOR M_
OR DIRECT MOUNT ANaM ANCHOR
SPACM SPACINGG
DEML I : WALL MOUNTING INSTALLAIION CAPPUCABLE TO SCHEDULE I
SCALF_- 311C - 1*
MAXIMUM A.S.D. tE RATING (R.m.f.) AND
CORRESPONDING MAXIMUM ANCHOR SPACING SC EDULE AT (8-1 FOR
INUALLMIONS INIQ CONCREJE A CONCRETE ALOCK SIRLICURES
uUmu-t-t __mTu_BhU_ I . "'.
STUDS 0 EVERY -
OVERLAP
W2 1/2" 0. C')
HIM PROM-
M_ (CASE ') 1
IZAW 9)
ALTERNATE
LOCATION
AT END PANEL
WJXAUU A.S.O� INION. OF �w -W Knum FIAMIS 0 to
TO I. PVI CT04 0 a
DEMN a7 E mAmum PANEL
PRESSURE To TO TO commmanom Lv4p" V 00
com:pm co"In COWIRETE
RATING I.-, I "De"m BLOCK BUICK OF T"
N/A N/A N/A a' N/A 67 N/A 1. N/A I & 2 (TOP)
+55.0. -72�O
0. 7. 9' v 9- a- 9* 9" 91 1 (BOTTOM)
61 N/A N/A N/Ok v N/A 5 . "/A 1. Al/A I 111 2 (W)
�64'0 -72-0 91 w, 9. '. %" - 7 1/2* a" It. 9- 1 ( ; to 71-61
* N/A NW/A N/A II/A 5' !/A 6' N/A
+55a -72,0 V-61 TO
SEE
SO SEE PANEL \- END PANEL
MODULE SCHEDULE
7 3- Mop FOR 02 FOR �- J'
RUCKERT M- ANCHOR
SPACRIC SPACING
I J, ml,,"
DEWL 2 F Q INSTALLATION (APPLICABLE TO SCHEDULE 2)
SCALID- 3/fe - %*
MAXIMUM A.S.D. DESIGN PRESSURE RMING (R.s.f.) AND QORRESPONDIN
MAXIMUM PANEL LENGTH "L" SCHEDULE
iAPPu 96k_Q= TOL L
IZEML21-ShELI-Lu
"Amum x&o �m, true # we wo, new TV OF AIXXID QUt d MM 0 r Ift, WKIR W OF AMW APP:M 1.0,
ovum - __ # _MLM
CALVIN ATIG 'tAn
PRESSURE LENGTH
UTM I.- mam CONCRETE OF THEY
.49,2 -61.5' 1. 4 1/2- 4 1/2. 2 (BOTTOM) 7'-S- OR
-D2.8 -66.0 3' 3. 4' e 2 (BOTTOM) 7'-S' OR LESS
+55.0 -72-0 2 1/2. 2 1/2- 3 1/2' 2 (BOTTOM) 7--s- OR LESS_
.550 -72.D 2 1/2- 2 1/2- N/A N/A 2 (801101,11) >7'-fi- TO W-0-1
--T2 (BOTTOM) p7'-s' To a'
+55Z -72,01 N/A N/A 3. r 7A!71
SEE BMW III FOR ARVIDW TYPE III SPICING RA WIFALLAIM WID 11000 FRAME BUILIAMIL
MPAMUM K4EHCR VAER" AND ARMULM EDDE DOMINCE ARE INOWED ON THIS SOHCDIAU� FOR
go U= THAN Aektk%ED OR SCHEDULE REDUCE ANCHOR SKI" In' MALTIPLYART 9WM
SHOWN ON SCHEDULE BY THE FCUQBWR FACIEWS, FOR THIS OPERATOR, To BE POSSIBLE.
REDMOED SPACING affIAWED UMMO FACOR SHAUL MOT BE LEN THAN MWIMUNI V%CING
INDICATED FEW Loom "HOR TYR AT #)am LEGEND
somm Tm 1/4'. i/ro
3 3
3 3
1 3 ./z
Amft It& ow Boom rAcm
Too I=
3 '/r I
"Urricane
MAXIMUM AS& DESIGN PRESSURE RAIING (2.s.f.) AND CORRESPONDING MAXIMUM ANCHO
MCING SCHEDULE FOR REGULAR STORM PANELS CL) A Q INSTALLABONS
INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
CVAUD ONLY FOR Pmas(D& GINSIALLATIONS AS PER SECTIONtS 1 TIM 10, ON SHEETS 4. 5 & 6)
MAIUMUM IMIARRAM ANCHORS VVIONG FOR LEE - 3 Ilr
T_�F TAP-DIUP CAL94% PANEEMATE FINALE 0 PNNEUWITE PLUS SOUIC SET
&S-0 DESION TAPVDN AppmAIXE TO
SECIOM 0 MAXWOU PAWL
PRES'SURIF YC.I To To to IV TO UENOTH
Dot� 10 CONCRETE To commm comcorn CONCRETE 70 CONCRETE Or IHEM
(P-0 BLOCK -ar mci
PATTIAG to CONCRETE TO CONCRETE
Ru" BLOCK
N/A 61 N/A 1.
N/A v N/A N/A I (TOP)
S' 4. N 6- 5- N/A NIA I (BOTTOM)
N/A /A
N/A W/A N/A r.
"/A 1. N/A 1. N/A NIA N/A 2 (TOP)
1. N/A N/A N/A N/A N/A 2 mnom)
,55.5. -72�O N/A N/A N/A N/A 6. N/A 3 & 4 (TOP) >T-V TO 8'-0'
OR Lm T
s' 4. A S' S' N/A N/A .3 (BOTTOM)
6- N/A N/A N/A 6' N/A Ir N/A
-.-L -(TOP)
6' 4' N/A N/A 6. 6' 5' 6' V/A N/A 4 A 7 mirmm)
NIA NIA 12 1/2- 6 1/4- f2 1/2- S 1/4- 6 1/4- 5 1/4* 6 1/4' 6 1/4- /A N/A 5 (TOPIOUTTOM)
+50.0. -53.3 N/A N/A 12 1 2 � /2' 6 1/4" 6 1/4- 6 1/4- 6 1/4. 6 1/4- /A /A 6 (POP/807TOW) 4'-B* TO Il'-2*
+56.0. -L2Z N/A N/A 5 1/4' N/A 6 1/4' N/A 6 1/4- 6 1/4- 6 1/4- 6 )/4- N/A N/A 8 frOP/8OTTCU) A'-e TO 11 *-2*
15 1/4'
N/A N/A N/A, N/A N/A N/A N/A N/A 6 1/4- 6 1/4- 6 1/4' a. 9. 10 (TOP)
+431L -49L 0 4. N/A N/A N/A N/A N/A N/A
N/A
OR LESS :��e - 6' 6 1/4- 6
N/A N/A N/A N/A N/A
141A I N/A N/A N/A %/A Nlh
BE SHCETS 10. 11 AND 12 FOR ANCHIM TYPE A SPAC94G FOR 6WALLATONS INTO WOOD FRAME SUOXWOL
1001404 AUO.OR BARONETS AM MNWEM EDOE DSTMW ARE RICACATED ON " SCHEDULE FDA M LESS
THAN IMPORTED OR SCHEDULE REOLKOE AACHOR SPACING W AVATOLTING 104014 SHOft ON SCHMuiE BY
THE FOLLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE REDUCED SPAM OBTAINED USING TACTOP
SHALE MIT, BE LESS THWK MM" SPACING MCAEAIM MR ECS ANCHOR TYPE At ARCHOAS LIBEIVID.
Am1B4C1R In V4�1 1/04 1/4-* Ile. It4`Iit_ 1/4.
AILK-01 sou�sri_
FOR" a fun
W. 4100 VACM 0.) 3 3 3 3 2 /g
swU, (.j 3 3 �1/23 .3/2 3P FLORIDA BUILDING CODE (11119h Velaeffy Nu one zione).
ACIUML M 00111: 01111"m FACTOR No, 67 IP
20 GAGE GALVATItUD STEEL STORY PANEL
t
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GLOBAL PROTECTION PRODUCM U.C.
11L1EC0imc'\ wwe STREET
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sh-DOOFTh
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TMAEAM PENETRATION TO
ONTARIO WOOD HEADER
FLORIDA BUILDING
i:xww, wow HEADER
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0
SIVO 0
C2
INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
I/-*- LAO smUs 0 r ME. W/
1 1/2 W� T"Fam PENETRATION INTO EXISTING WOOD STRUCTURES
TO IDTFoNC WOOD 4ADCR
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I/4*._2Nr Ss. US, 0 e Ox OR
1/4*.-20 P"E"" TEMPLE 0 OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCADON
PAMELIALTE PLUS; a Ir 04 Ir W, SCALL, 3w
w0m pair"NATION TO gr;� wow
PLATE NOTE � s4m" VIEW" NOT SHO" To* OuvorI,
WALL MOUNTING INE&LATIO
ALIERNADVE I W
3/r - I*
FLORIDA BUILDING CODE (NIgh ifoloetty Our canis Zoinm)j
z NO, AAA67 t
"LIm W_ 20 GAGE GALYAKED STEEL STORM PAWL
NOTES OF DPJM 0".
1. INWALLATIONt ARE OMLY OLD BUILDINGS WIT" A.S.D. OLSON 1OWS UP TO f GLOBAL P
LENOT" ROTECTION PRODUCTS, LLC.
FDR
455.5, -72.0 PIT AND PANEL'S UP M 8'-Ir.
2 FOR MEW WOW FRAME CONSTRUCTIOk "DO WAMS 10 BE SOUTfwcmm 11LIECO.
QKIO sm, 51 STREET
PUT 4,,. 7 W/ SPECIFIC DENS" Or 0" OR EQUAL_ TKUT I OWL FIL =I.
'TO 1#4 't� PlIQUE, CW)�7S.& FAX4 06.10811-ml 20-176
OUT PRO
CA-ODD0719
RE SEAU'RONATUREo'DOE VALTER A, Ault I., P'E,
0,
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TOP & BOTTOM MDUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
2 I/r Oz.
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TOP & BOTTOM MOUNIINGS CAN BE
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-FOR
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(SEE NOTE 1)
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OF V
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SH 1.1
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REWIRED PV*EMTIGW At
MQUION OF PLATE
DIRECT INWALLAYION
SCALE 3/4-1,
"Urricane
MAXIMUM AS& DESIGN PRESSURE RAIING (2.s.f.) AND CORRESPONDING MAXIMUM ANCHO
MCING SCHEDULE FOR REGULAR STORM PANELS CL) A Q INSTALLABONS
INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
CVAUD ONLY FOR Pmas(D& GINSIALLATIONS AS PER SECTIONtS 1 TIM 10, ON SHEETS 4. 5 & 6)
MAIUMUM IMIARRAM ANCHORS VVIONG FOR LEE - 3 Ilr
T_�F TAP-DIUP CAL94% PANEEMATE FINALE 0 PNNEUWITE PLUS SOUIC SET
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Dot� 10 CONCRETE To commm comcorn CONCRETE 70 CONCRETE Or IHEM
(P-0 BLOCK -ar mci
PATTIAG to CONCRETE TO CONCRETE
Ru" BLOCK
N/A 61 N/A 1.
N/A v N/A N/A I (TOP)
S' 4. N 6- 5- N/A NIA I (BOTTOM)
N/A /A
N/A W/A N/A r.
"/A 1. N/A 1. N/A NIA N/A 2 (TOP)
1. N/A N/A N/A N/A N/A 2 mnom)
,55.5. -72�O N/A N/A N/A N/A 6. N/A 3 & 4 (TOP) >T-V TO 8'-0'
OR Lm T
s' 4. A S' S' N/A N/A .3 (BOTTOM)
6- N/A N/A N/A 6' N/A Ir N/A
-.-L -(TOP)
6' 4' N/A N/A 6. 6' 5' 6' V/A N/A 4 A 7 mirmm)
NIA NIA 12 1/2- 6 1/4- f2 1/2- S 1/4- 6 1/4- 5 1/4* 6 1/4' 6 1/4- /A N/A 5 (TOPIOUTTOM)
+50.0. -53.3 N/A N/A 12 1 2 � /2' 6 1/4" 6 1/4- 6 1/4- 6 1/4. 6 1/4- /A /A 6 (POP/807TOW) 4'-B* TO Il'-2*
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15 1/4'
N/A N/A N/A, N/A N/A N/A N/A N/A 6 1/4- 6 1/4- 6 1/4' a. 9. 10 (TOP)
+431L -49L 0 4. N/A N/A N/A N/A N/A N/A
N/A
OR LESS :��e - 6' 6 1/4- 6
N/A N/A N/A N/A N/A
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BE SHCETS 10. 11 AND 12 FOR ANCHIM TYPE A SPAC94G FOR 6WALLATONS INTO WOOD FRAME SUOXWOL
1001404 AUO.OR BARONETS AM MNWEM EDOE DSTMW ARE RICACATED ON " SCHEDULE FDA M LESS
THAN IMPORTED OR SCHEDULE REOLKOE AACHOR SPACING W AVATOLTING 104014 SHOft ON SCHMuiE BY
THE FOLLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE REDUCED SPAM OBTAINED USING TACTOP
SHALE MIT, BE LESS THWK MM" SPACING MCAEAIM MR ECS ANCHOR TYPE At ARCHOAS LIBEIVID.
Am1B4C1R In V4�1 1/04 1/4-* Ile. It4`Iit_ 1/4.
AILK-01 sou�sri_
FOR" a fun
W. 4100 VACM 0.) 3 3 3 3 2 /g
swU, (.j 3 3 �1/23 .3/2 3P FLORIDA BUILDING CODE (11119h Velaeffy Nu one zione).
ACIUML M 00111: 01111"m FACTOR No, 67 IP
20 GAGE GALVATItUD STEEL STORY PANEL
t
S
GLOBAL PROTECTION PRODUCM U.C.
11L1EC0imc'\ wwe STREET
- �_W= "'Ca. tw4_76.5, FAX' 05400-647 20-176
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sh-DOOFTh
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FLORIDA BUILDING
i:xww, wow HEADER
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INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
I/-*- LAO smUs 0 r ME. W/
1 1/2 W� T"Fam PENETRATION INTO EXISTING WOOD STRUCTURES
TO IDTFoNC WOOD 4ADCR
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PAMELIALTE PLUS; a Ir 04 Ir W, SCALL, 3w
w0m pair"NATION TO gr;� wow
PLATE NOTE � s4m" VIEW" NOT SHO" To* OuvorI,
WALL MOUNTING INE&LATIO
ALIERNADVE I W
3/r - I*
FLORIDA BUILDING CODE (NIgh ifoloetty Our canis Zoinm)j
z NO, AAA67 t
"LIm W_ 20 GAGE GALYAKED STEEL STORM PAWL
NOTES OF DPJM 0".
1. INWALLATIONt ARE OMLY OLD BUILDINGS WIT" A.S.D. OLSON 1OWS UP TO f GLOBAL P
LENOT" ROTECTION PRODUCTS, LLC.
FDR
455.5, -72.0 PIT AND PANEL'S UP M 8'-Ir.
2 FOR MEW WOW FRAME CONSTRUCTIOk "DO WAMS 10 BE SOUTfwcmm 11LIECO.
QKIO sm, 51 STREET
PUT 4,,. 7 W/ SPECIFIC DENS" Or 0" OR EQUAL_ TKUT I OWL FIL =I.
'TO 1#4 't� PlIQUE, CW)�7S.& FAX4 06.10811-ml 20-176
OUT PRO
CA-ODD0719
RE SEAU'RONATUREo'DOE VALTER A, Ault I., P'E,
0,
g Be. 11
TOP & BOTTOM MDUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
2 I/r Oz.
cn -cu
2
0
0
m
cn
CU m
2 0 5_ a 0 3:
= C: .0 U_ -
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(WE NOTE 1)
OF 'L'
ma
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2'.4* WOOD 2"114' *000 PLATE
REWIRED JI�10 PMELMATE PLUS REOUIRED -
1/4�-o LAO SCREWS 0
MID BOTH OF PLATE
11' 04� stmam W/
1P&Q&=
DIRECT fQ AT MIDWON Of PLATE
11WSTALLATION
SCALE 3/8-1, aw f
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Von 'PUD
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MR S,,w A
to WeR
4" PANEL UENG'"
(SEE NOTE 1)
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F 'L
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Ea.
e- I Ile 0"
rw
TOP & BOTTOM MOUNIINGS CAN BE
COMBINED IN AW WAY TO SUIT ANY
SEE SCIAmw ON
-FOR
Wk, SEPWRATION
(SEE NOTE 1)
wS 7-
OMW
box
OF V
MAX
Cn
CU
0
C-
0
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SHEET NO.
SH 1.1
ff r ETS
2*.4* WOOD MON THREADED
REWIRED PV*EMTIGW At
MQUION OF PLATE
DIRECT INWALLAYION
SCALE 3/4-1,
MAXIMUM AS& DESIGN PRESSURE RAIING (2.s.f.) AND CORRESPONDING MAXIMUM ANCHO
MCING SCHEDULE FOR REGULAR STORM PANELS CL) A Q INSTALLABONS
INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
CVAUD ONLY FOR Pmas(D& GINSIALLATIONS AS PER SECTIONtS 1 TIM 10, ON SHEETS 4. 5 & 6)
MAIUMUM IMIARRAM ANCHORS VVIONG FOR LEE - 3 Ilr
T_�F TAP-DIUP CAL94% PANEEMATE FINALE 0 PNNEUWITE PLUS SOUIC SET
&S-0 DESION TAPVDN AppmAIXE TO
SECIOM 0 MAXWOU PAWL
PRES'SURIF YC.I To To to IV TO UENOTH
Dot� 10 CONCRETE To commm comcorn CONCRETE 70 CONCRETE Or IHEM
(P-0 BLOCK -ar mci
PATTIAG to CONCRETE TO CONCRETE
Ru" BLOCK
N/A 61 N/A 1.
N/A v N/A N/A I (TOP)
S' 4. N 6- 5- N/A NIA I (BOTTOM)
N/A /A
N/A W/A N/A r.
"/A 1. N/A 1. N/A NIA N/A 2 (TOP)
1. N/A N/A N/A N/A N/A 2 mnom)
,55.5. -72�O N/A N/A N/A N/A 6. N/A 3 & 4 (TOP) >T-V TO 8'-0'
OR Lm T
s' 4. A S' S' N/A N/A .3 (BOTTOM)
6- N/A N/A N/A 6' N/A Ir N/A
-.-L -(TOP)
6' 4' N/A N/A 6. 6' 5' 6' V/A N/A 4 A 7 mirmm)
NIA NIA 12 1/2- 6 1/4- f2 1/2- S 1/4- 6 1/4- 5 1/4* 6 1/4' 6 1/4- /A N/A 5 (TOPIOUTTOM)
+50.0. -53.3 N/A N/A 12 1 2 � /2' 6 1/4" 6 1/4- 6 1/4- 6 1/4. 6 1/4- /A /A 6 (POP/807TOW) 4'-B* TO Il'-2*
+56.0. -L2Z N/A N/A 5 1/4' N/A 6 1/4' N/A 6 1/4- 6 1/4- 6 1/4- 6 )/4- N/A N/A 8 frOP/8OTTCU) A'-e TO 11 *-2*
15 1/4'
N/A N/A N/A, N/A N/A N/A N/A N/A 6 1/4- 6 1/4- 6 1/4' a. 9. 10 (TOP)
+431L -49L 0 4. N/A N/A N/A N/A N/A N/A
N/A
OR LESS :��e - 6' 6 1/4- 6
N/A N/A N/A N/A N/A
141A I N/A N/A N/A %/A Nlh
BE SHCETS 10. 11 AND 12 FOR ANCHIM TYPE A SPAC94G FOR 6WALLATONS INTO WOOD FRAME SUOXWOL
1001404 AUO.OR BARONETS AM MNWEM EDOE DSTMW ARE RICACATED ON " SCHEDULE FDA M LESS
THAN IMPORTED OR SCHEDULE REOLKOE AACHOR SPACING W AVATOLTING 104014 SHOft ON SCHMuiE BY
THE FOLLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE REDUCED SPAM OBTAINED USING TACTOP
SHALE MIT, BE LESS THWK MM" SPACING MCAEAIM MR ECS ANCHOR TYPE At ARCHOAS LIBEIVID.
Am1B4C1R In V4�1 1/04 1/4-* Ile. It4`Iit_ 1/4.
AILK-01 sou�sri_
FOR" a fun
W. 4100 VACM 0.) 3 3 3 3 2 /g
swU, (.j 3 3 �1/23 .3/2 3P FLORIDA BUILDING CODE (11119h Velaeffy Nu one zione).
ACIUML M 00111: 01111"m FACTOR No, 67 IP
20 GAGE GALVATItUD STEEL STORY PANEL
t
S
GLOBAL PROTECTION PRODUCM U.C.
11L1EC0imc'\ wwe STREET
- �_W= "'Ca. tw4_76.5, FAX' 05400-647 20-176
_.MWRH � =--,.
sh-DOOFTh
oPERS A, Tuff J�. PL
I'LORMA UP, # 4AI67
TT,
Pmawle PLUS
a 5 1/4' OX, W/ 1 7/8'
TMAEAM PENETRATION TO
ONTARIO WOOD HEADER
FLORIDA BUILDING
i:xww, wow HEADER
=3r
0
SIVO 0
C2
INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
I/-*- LAO smUs 0 r ME. W/
1 1/2 W� T"Fam PENETRATION INTO EXISTING WOOD STRUCTURES
TO IDTFoNC WOOD 4ADCR
J
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M,,, TKWIWM Paw"mum OR
I
"ARE,
'/4-laws' "m wvm am" W/
I/4*._2Nr Ss. US, 0 e Ox OR
1/4*.-20 P"E"" TEMPLE 0 OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCADON
PAMELIALTE PLUS; a Ir 04 Ir W, SCALL, 3w
w0m pair"NATION TO gr;� wow
PLATE NOTE � s4m" VIEW" NOT SHO" To* OuvorI,
WALL MOUNTING INE&LATIO
ALIERNADVE I W
3/r - I*
FLORIDA BUILDING CODE (NIgh ifoloetty Our canis Zoinm)j
z NO, AAA67 t
"LIm W_ 20 GAGE GALYAKED STEEL STORM PAWL
NOTES OF DPJM 0".
1. INWALLATIONt ARE OMLY OLD BUILDINGS WIT" A.S.D. OLSON 1OWS UP TO f GLOBAL P
LENOT" ROTECTION PRODUCTS, LLC.
FDR
455.5, -72.0 PIT AND PANEL'S UP M 8'-Ir.
2 FOR MEW WOW FRAME CONSTRUCTIOk "DO WAMS 10 BE SOUTfwcmm 11LIECO.
QKIO sm, 51 STREET
PUT 4,,. 7 W/ SPECIFIC DENS" Or 0" OR EQUAL_ TKUT I OWL FIL =I.
'TO 1#4 't� PlIQUE, CW)�7S.& FAX4 06.10811-ml 20-176
OUT PRO
CA-ODD0719
RE SEAU'RONATUREo'DOE VALTER A, Ault I., P'E,
0,
g Be. 11
TOP & BOTTOM MDUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
2 I/r Oz.
cn -cu
2
0
0
m
cn
CU m
2 0 5_ a 0 3:
= C: .0 U_ -
m -6-' %4- m
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(WE NOTE 1)
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REWIRED JI�10 PMELMATE PLUS REOUIRED -
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11' 04� stmam W/
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MR S,,w A
to WeR
4" PANEL UENG'"
(SEE NOTE 1)
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rw
TOP & BOTTOM MOUNIINGS CAN BE
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(SEE NOTE 1)
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REWIRED PV*EMTIGW At
MQUION OF PLATE
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SCALE 3/4-1,
TT,
Pmawle PLUS
a 5 1/4' OX, W/ 1 7/8'
TMAEAM PENETRATION TO
ONTARIO WOOD HEADER
FLORIDA BUILDING
i:xww, wow HEADER
=3r
0
SIVO 0
C2
INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
I/-*- LAO smUs 0 r ME. W/
1 1/2 W� T"Fam PENETRATION INTO EXISTING WOOD STRUCTURES
TO IDTFoNC WOOD 4ADCR
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EQ
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MR W�
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M,,, TKWIWM Paw"mum OR
I
"ARE,
'/4-laws' "m wvm am" W/
I/4*._2Nr Ss. US, 0 e Ox OR
1/4*.-20 P"E"" TEMPLE 0 OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCADON
PAMELIALTE PLUS; a Ir 04 Ir W, SCALL, 3w
w0m pair"NATION TO gr;� wow
PLATE NOTE � s4m" VIEW" NOT SHO" To* OuvorI,
WALL MOUNTING INE&LATIO
ALIERNADVE I W
3/r - I*
FLORIDA BUILDING CODE (NIgh ifoloetty Our canis Zoinm)j
z NO, AAA67 t
"LIm W_ 20 GAGE GALYAKED STEEL STORM PAWL
NOTES OF DPJM 0".
1. INWALLATIONt ARE OMLY OLD BUILDINGS WIT" A.S.D. OLSON 1OWS UP TO f GLOBAL P
LENOT" ROTECTION PRODUCTS, LLC.
FDR
455.5, -72.0 PIT AND PANEL'S UP M 8'-Ir.
2 FOR MEW WOW FRAME CONSTRUCTIOk "DO WAMS 10 BE SOUTfwcmm 11LIECO.
QKIO sm, 51 STREET
PUT 4,,. 7 W/ SPECIFIC DENS" Or 0" OR EQUAL_ TKUT I OWL FIL =I.
'TO 1#4 't� PlIQUE, CW)�7S.& FAX4 06.10811-ml 20-176
OUT PRO
CA-ODD0719
RE SEAU'RONATUREo'DOE VALTER A, Ault I., P'E,
0,
g Be. 11
TOP & BOTTOM MDUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
2 I/r Oz.
cn -cu
2
0
0
m
cn
CU m
2 0 5_ a 0 3:
= C: .0 U_ -
m -6-' %4- m
0 M 0 >
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CL
cn ,o co
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MT44 WDED HEADER
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DID" STIC, 0 C..)
LA_ C3-
a
C-4
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SLIDE, 0 CD GO
FOSEEW" "U&AAK0n`0K - ; ' =
QLASIL I
Cu C=
:=
M_ PVIEL LENGTH C= CJ
(WE NOTE 1)
OF 'L'
ma
�0 12 /r TLC 1 1
2'.4* WOOD 2"114' *000 PLATE
REWIRED JI�10 PMELMATE PLUS REOUIRED -
1/4�-o LAO SCREWS 0
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11' 04� stmam W/
1P&Q&=
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11WSTALLATION
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ME Sa""A" ON
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to WeR
4" PANEL UENG'"
(SEE NOTE 1)
D43
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7
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TOP & BOTTOM MOUNIINGS CAN BE
COMBINED IN AW WAY TO SUIT ANY
SEE SCIAmw ON
-FOR
Wk, SEPWRATION
(SEE NOTE 1)
wS 7-
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OF V
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Cn
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SHEET NO.
SH 1.1
ff r ETS
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REWIRED PV*EMTIGW At
MQUION OF PLATE
DIRECT INWALLAYION
SCALE 3/4-1,
i:xww, wow HEADER
=3r
0
SIVO 0
C2
INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
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LENOT" ROTECTION PRODUCTS, LLC.
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INSTALLATION DETAILS FOR 0PTJQN # I FOR UFE SAFETY STORM PANEL SYSTEM
I/-*- LAO smUs 0 r ME. W/
1 1/2 W� T"Fam PENETRATION INTO EXISTING WOOD STRUCTURES
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NOTES OF DPJM 0".
1. INWALLATIONt ARE OMLY OLD BUILDINGS WIT" A.S.D. OLSON 1OWS UP TO f GLOBAL P
LENOT" ROTECTION PRODUCTS, LLC.
FDR
455.5, -72.0 PIT AND PANEL'S UP M 8'-Ir.
2 FOR MEW WOW FRAME CONSTRUCTIOk "DO WAMS 10 BE SOUTfwcmm 11LIECO.
QKIO sm, 51 STREET
PUT 4,,. 7 W/ SPECIFIC DENS" Or 0" OR EQUAL_ TKUT I OWL FIL =I.
'TO 1#4 't� PlIQUE, CW)�7S.& FAX4 06.10811-ml 20-176
OUT PRO
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RE SEAU'RONATUREo'DOE VALTER A, Ault I., P'E,
0,
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COMBINED IN ANY WAY TO SUIT ANY
2 I/r Oz.
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2
0
0
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MQUION OF PLATE
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SH 1.1
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SCALE 3/4-1,
ANCHORS (SEE SECTIONS ON 94EPs 17. 111. 19 & 20) -
3- MAX 3A/" 'WITI. SA/18. 36/17 49/17, 58/16. 3' MAX,
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INSTALLATION DETAILS FOR OPTION f2 FOR UFE SAFETY STORM PANEL SYSTEM
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D 034' MR THICK 3,50C, 2-2"'
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P. PRE
INSTALLATION DETAILS EQR QUION 92 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
1, 4' TAPCON ANCHORS �(4' TAPCONI AhCHORS 1JA' 7 ANCHORS; 4' TAPCON ANCHORS
0 11 Oc. 9. O-C
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0 EMAR PANEL
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NNWoR vNewo
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ONCE DISFANCE AME WINCAID 04 THIS
VCHEDLUE FOR ED, LESS THAN INDICATED
SCHEDULE REDUCE ANCHOR SPACING By
MULTIPLYING SPNOWC SHOWN ON SCHEDULE
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a 1/r
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INUALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
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P r��A. THREADED /1 1/2* MIN. THREADED
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SCALE _�N .
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FLORIDA BUILDING CODE LHIgh Voiceffy Nu cons Zone)
No 441 20 GAGE GALVANIZED STEEL STORN PANEL
EXIMPT w:
INSTALLATIONS ARE ONLY VAUD FOR iukoms ' 'So
UP TO .55.5. -720 PST AND PANEL S LENGTH UP 1. W-8,
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I 5NNEDMUE ON SHEEF 23. MR WOW .1 Do OR
SET SECTIONS SHOEY 24
ON
OR 0 /0@ 0
PANEL ID TO BE WISTALUED ww" PARM-Hr
LAST At VICE, TO BE INST"Un AT 0111
0" SMALL ALWAYS BE PXIDED ALWAYS BE
'..IDLE
TYPICAL ELEVATION FOR S REM TO FAOUFAX A= TYPICAL ELEVATi WAR HAMOUE TO FACIUDFIE
RES 100 To BE INSTALLED FROM
OU OEM IF INTENDED
E-Z HANG STORM PANEL IT INTENDED TO BE MWALLED FROM E-ZHANG STO SYSTIE STRUCTURE
POM OF TYRUCTIew- L S, WSW or
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SECTIN A SECTION B-0
IN" 41m, - I,
(1) DEFINITION OF SERIES I E - Z It" STORM PANEL SYSTEM CONSISTING OF PANEL
TRACKS AT TOP & PANELMAIE PLUS OR 15' LOW
(r.11, BEITTON, W/ PANELMATESr
E HAING STORM PANEL SYSTEM CONSISTING OF PANEL
Coot TRACKS TOP & BOTTOM, (2) END PAWLS SMALL ALWAYS BE C%NfqU�D TO EXISTING SJUL WALL BY MEANS OF
(2) SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR ;=A"Ir ��SEDJNIWIY W/ TRACK AT 80710a END PANELS
IfOSPANELS
K To I
KILL BE PROADIED AT TOP Or SUCH PANELS CO. EC ;r %,?/T 32-
WING NUT DR 1/4*112W MK T, iNLPT As
(S) IF END PANELS ARE CONNECTED I CONS157 OF DESCRIBED ON NOR (3) ED*).
1/4'02W/t' MS. W 1� RDTTOIA TRACK, CONNECK)h SMALL L,
�/,�2; WING NUI OR I IV 314" M1,T I HUMBSCREAr
MFJ!�
MID YAPPED BOTTOM OF FASTENERS a AT EITHER OF TWO (3) FOR CASES WHEN END PANELS AM UsE JOINTLY EN/ 15 AT
,U.18*�;,l
00 BUT END PANELS ARE NOT CONNECTED TO "VOMUTR't�,TSTOP
EXTERIOR FIAT FLAWAS or END PAWL MR
1". .1 PROVIDED AT TOP OF SUCH PANELS
(4� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOW TRACK (i.. A STOP BAR
IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED 10 BOTTOM TRIMCK (4). FOR WALLAT06 OWEN IEND PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
US SPECS 04DCATED 09 NOTE (3) ABa& IN SUCH CASE, CONINECrION OF PANELS MOUNTED TO EXISTING XEANS ONE INTERIOR PAN L
MAY BE USED JONfTEY W1 M% AT BOTTOM TRACK TMALL
TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
AG
2 TWO PANELMATES FOLLOWING ION AND W 1/2*
(5) SEE SECTION 1'. 3' & 4 ON SHEET 24. SEE ANCHOR SCHEDULE ON S4EET 25 EDGE �OWjV 0 V1 V
NOT NEED CO "ORTHM TOJ, �L/ OOEA
'A" LED
SUCH THAT ADJACENT - Q I LEFT III RIGHT SIDE OF MOR PANEL) RAVE
Kilt THOR OAXAPS RETAINED By
'y'EN
N FLORIDA BUMNG CODE (High V81OCIty Nu come Zon.)j
FP.
No. 4 167 20 CAM GALVANIZED STEEL STORM PANEL
BY
IF STAT OF GLOUL PROTECWN PRODUCTS, U.C.
Z 11LIECO INC. - DIM
NXII, 1L. 5 TRIED!
PLO i& TIULIT YEW" IT Dsomicaun Co, &,W- rL MI.
TWA , , . 1, 20-176
CIA; ;� Z. X IF =_f. f--
PlCRANNo NF
I
INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
I �4* TAPC ANCHORS
1_14- 74-CON ANCHICAS
* r O.0
POUREDCOMICRIM POURED CONCRETE
OR CONCRETE BLOM on CONCRETE BLOCK
REOUTRED REQUIRED
A
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GA.
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10*0 PANEuMATE PLUS W/
0 , 3/32' WIND NUT WASHM
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OR CONCRETE BLOCK
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SECTION SA
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SCALE 3/8'-1*
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SPACWC FOR INSTALLATIONS AND WOOD
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MrWINUM ANCHOR SPACINGS AM MINIMUM
CODE DISTANNE ARE MAKATED on THIS
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MULTIPLYING 5IuCNG SHOWN O� SCHIEDUL1
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0 UFE 26M PANEL
SCALE 3/r-l"
GENERAL LYC PANIEL 91!STEIM
I E-2 'AMC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.D) HAS BEEN VERIFIED FOR COMPLIANCE IN B-1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELAWTE FEMALE 10 & PAMMATE PLUS WTO CONCRETE
ACCORDANCE *F?M THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 4/4-
DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-04 ANCHORS SHALL BE IS 7/0- INTO CONCRETE
FOR A "No SPEED AS REQUIRED By THE JUARSOICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED
FOR A DIRECTIONAL" FACIOR Kd.0.85. US WO ASCE 1-10 AND $KALL NOT EXCEED THE MAX)VUM MO.) 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG CNOUGH(SHOULD ANY FINISH MATERIAL EXIST) to
DESIGN PRESSURE RATINGS WONDATED ON SHEETS 25 & 26. ENGAGE 3/4' IWO ANCHORS,
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCIE 7-16
SMAU BE FIRST REDUCED TO A.S.C. DES" *No LOWSBY MULTIPLY14C THEM BY 0.6 IN ORDER To 9,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DaSTING WALL,
TO COMPARE THESE W1 MAX. (A -SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 2& ANCHORS SMALL BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE SlEvNO SUCH PANELS. ANCAORAGA
SHALL BE AS MENTIONED IN 13.1) AND IN 9.2),
ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A INCREASE
N ALLOWABLE STRLSS MR WIND LEADS WAS UM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN
DETERMINED IN ACCORDANCE WITH N.O.S. 2015� (C) ANCHORS SMALL BE INSTALLED MLOWING ALL OF THE 4ECOMM04DATKM AND SPECIFICATIONS OF THE ANCHOR'S
MANUFACTURER
STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION 1626 OF
THE ADM MENTIONED CODE AS PER VEMESTRATION TESTING LABORATORY, INC. REPORT I 2D32, AS PROTOCOLS TAS-201, 11 FT SMALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
TAS-202 AND TAS-203, IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE THIS SFAMR SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK
2 THIS SYSTEM HAS BEEN DESIGNED TO K WAL= ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE OFF WOOD FRAME SMOINGS
INSIDE W/O THE USE OF A LADDER OR Lin TM5 APPjCATxOM IS VALID WHEN INSTALLATION 15 INTIENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUEX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT TIONO/RAFH INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUNID FULL
3. SEftS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN THStAFLADON IS REQUIRED To BE LENGTH
PERrORMED FROM THE INSIDE Or SMGTIff_. 13 STORM PANEL INSTALLATION 94AIA COMPLY WITH SPECS INDICATED IN THIS DRAWING rLUS ANY BUILDING AND ZONING
4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOUG STYLE WINDOWS WHEN RE GULATIONTS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To.
NSTALLATIOH IS REOLIAEO to OF PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL SYSTEIIA- IS PRIM FEROM
5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (P.E,D.) PREPARED BY THIS EINGWR IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC PROJECT; i... WHERE THE SITE CONDITIONS DEVIATE FROM THE: P-E-0
& ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-14 ALLOY.
(b) CONTRACTOR �O BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAPETY OF
7. ALL STEEL SM(ET METAL PANELS $HALL HAVE STRUCTURAL QUALITY STEEL "IM A-653 GRADL 50 Mon., GALVANIZED STEEL THIS PRODUCT BASED ON INS PIE4D PROVIDED HE/SHE DOE:S NOT DEVIATE FROM THE CONDITIONS MAILED ON
OES*MATION W/Fy- 5&5 **1 (AMR ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE Cow"O'Crows RESPONSIBL",
0 ALL SCREWS 70 BE S70UNLESS STEEL 304 00 316 AJSt SERIES OR CORRMON RESISTANI COMM CARBON STEEL AS PER DIN (c) THIS PRODUCT LV&UATION DOCUMENT WILL BE CONSIDERED MAUD IF WODIFIED.
SWIS W/ 50 Fat YIELD STRENGTH AND 90 ", TENSILE STRENGTH & SMALL COMPLY */ FLORIDA BUILD040 CODE SECTION 2411.3.3,4
(d) SITE SPECIFIC PROJECTS P R(PrED BYTA FLORNOA REGISTERED ENGINEER OR ARCHITECT WM$CH WILL
9. ;S;,RwUL
ECOZ
BOLTS TO BE ASTV A-307 GALVANIZED STEEL, 04 AISI 304 SERIES STAINLESS STEEL. WITH 36 kt� MINIMUM YIELD STRENGTH BECOME THE ENGINEER 0 (E 0 ) FOR HE PROJECT AND WHO WILL BE RMPONSRIIE 'OR THE PROPER
USE OF THE P.E D. ENGINEER OF OECD". ACTING AS A DELEGATED ENGINEER To THE P.E. D. ENGINEER. SMALL
10 ANCHORS 10 WALL SMALL BE AS FOUDWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
(e) THIS PE-0, SH&.- BEAR THE DATE AND OR%WFm SEAL AND symATuRE OF THE PROFESSION& ENGINEER or
:O,TAPCON ANCHORS AS MANUFACTURED BY fTW GUILDEX. INC (MIN. f'c-3192 P,vr) RECORD THAT PREPARED I
/44 X 7j& CALK -IN ANCHORS, AS MANUFACTURED BY DEWALr INC, foAN t'c.30oa v.A,;j
'11. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT S70RM PANEL 1
114- 10 PANCEWTIE FEMALE
10 & PANELMATE PLUS ANC�Oft� AS MANLfFACTURE0 BY ELCO CONTSTRUCrION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LASEIL SMALL BE PLACED FOR EVERY "NG
(1*._3350 P. I LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE
A I) WKWUM EMBEDMENT OF TAPCON ANCHORS INTO PWRLD CONCRETE SMALL BE 1 3/4- AND 2- FOR PANELAIArE
FEMALE to & PANELMATIE PLUS.
A2) MINIMUM EMBECRIENT OF 1/4** 9 7/5- CALK -IN ANCHORS SMALL BE IS 7/6- INTO CONCRETE NO EMBEDMENT INTO
MY FINISH MATERIAL SHALL BE PERMITTED
1/4* #20 SS S0EWALX BOLTS USED SMALL BE LONG ENDUGH(SHOULD ANY FINISH MATERIAL EXIST) 30 04GAGE 3/4'
INTO ANCHOM
A_') IN CAM THAI PRECASI STONEL PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL OR
FLOOR, ANCHORS SMALL BE LOK ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SK-41
BE AS MIFNTINED IN A 1) AND IN A.2).
No. 44167
(a) la -EXISTING
1/4' 0 TAKON ANCHORS AS MANUFACTURED BY I I W. BUILDE X, INC S FLORIDA BUILDING CODE (High Yglo" Nur cone Zone)
:/4* 0 X ?/$'CALK-thl ANCIHOM. AS MANUFACTURED By DENALI INC (Cm-1 NO pA i I,
20 GAGE GALVANIZED STEEL STORM PANEL
4 0 PANULMA?E FEMALE X) AND PANELMATr PLUS ANCHORS, AS MkNuFACTURED BY ELCO CONSTRUCTION DWWWF
PRODUCTS (Cm.2071 p,%,i I
GWUL PROTECTM PRODUM. LLC.
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MAXIMUNI A.S.D. DESIGN PRESSURE RATING (p.s.f.1 AN
CORRESPONDING MAXIMUM PANEL LENGTH *L' SCHEDULE
HANG STORM PANEL (1) SYSTE
_VAT1D_QSL1_FQF 111, ',,��'-,,-,12--�fi�--5--!a!LLM2N.i-,I��l-A', 5eM 21-
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Sow , � - ,- I 1�0* -
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- 2.250' - I
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MAXIMUM A-S.D- DESIGN PRESSURE RATING fe.s.f.) AND CORRESPONDING MAXIMUM ANCHO, i
SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURMA I
-YALLP-011UL -PER _'jL_U1M5_ I LIEBV 4j_.V9P_ _�4_
MAXIMUM
A.S 0 DESIGN
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MAXIMUM AWCLOPS SPACING FOR E- D. - 3 1/2' -
____ -
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FRAME BUILDING
WTXeWUW �HOX SPACINGS AND XXHAFA0 EDGE DISTANCE ARE INDICATED OX INS
SCHEDULE 'OR E 0 LERS THAK ,,QNCAT0 ON SON vLE RED,,ff ANCHOR SPxAX;
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_____ - ________,.___.__ ______ - - -
COMPONENTS FOR REQULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
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INSTALLATION DETAILS FOR SERIES 200Q & 1000 E-Z HANG STOR '
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MUM SINGLE PANEL (1) LENGTH *L' SCHEDULE ONLY FOR REGULAR STORM * 2W/6. 3W/7 & 4W/7
PANELS INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (t) _Y MAX ANCHORS (SEE SCHEDULE ON 3' WAX
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- MAXIMUM ALLOWABLE PANU LENGTH FOR A GNEN POVTNE ASO DESIGN LOAD
0('� �_ WAX ALLOWABLE PANEL LENGTH FOR A GWEN MEWNE AS.a OESION LOAD
R � PROCEDURE To DETERMINE WAX M PANEL LEN"W`
GIVE1W A POST -A ASO. OM44 LOAD. OCTIERMIXE WATINIUM PANEL LEMON ',,* FROM SCHEDULE-
CNEN A NEGATIVE "D DESIGN LOAD. DE710FMINC MAXWUM PANEL LENGTH *L-' FROM SCHOUIL
FINAL WAXIMLT� ALLOWMILC PANEL LaWN IS EQUAL to THE UNNUM 017TERNINIED PANEL LENGTH
BETWEEN '1+' AM 'L-'
i3) SEE SCHEDULE BELOW " " PANEL LENGTH FOR POROSITY QUANTIFICATION
_
t AISINLIAYONS *ITO TyODD ARE LWM TO I 95 0.;f WAX A,50. DESIGN PRi
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Ty. : I t)RAWN
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GENERAL NOTE
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!
t
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I -17CORM PANEL SNOWN ON THIS PROOUCT� EVAL-,ATION ZOC (P E 0.) NAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE
"EA' /&'# TAPCON ANCHORS, AS MANUFACTURED BY I I W BUILDEA INC
W!TW THE 2020 I7th EDTION) Of THE FLORIDA 5UILUN� CODE THIS STORM PANEL SKki NOT HE INSTALLED AT HIGH - #_ 4-10 PANELMATE FOWALE 10 AND PARELMATIE PLUS ANCHORS, AS MANUFAMRIED By ELCO CONSTRUCTION PRODUCTS
VELDCIrY HURRICANE ZONJES (MAWT-DADE / BROWARD COUNTIES) 1/4'0 LAC; SCREWS PER NOS
DESIGN ITITTD LOADS SHALL BE DETERMINED AS PER SECTiON 1609 OF 'FIE ABOVE MENTIONED CODE FOR A SALSIC WNG - 7/16*0 , 5/b' WOOD BUSKNG. AS DISTRIBUTED By ALL POINT SCREW BOLT & SPECIALTY CO
SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND 'OR A DIRIC71IDITALLITY FACTOR
KD.085, LISRIG ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE RATING$ INDICATED ON SHEVS C 1) WNIMUTM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1,12* AND 2' FOR ELCO PANE,M41E PLUS
3 THRU 12 AT 17. It AND PANELMALL FEMALE C
I O,RDER TO VIEFTRY' THE ABOVE CONEATIO.N. ULTIMATIF DE51GN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE iTRST
REDUCED TO A.50 OESIGN PRESSURE RATING By MULTIPLYING, THEM BY 06 IN ORDER TO COMPARE -NEU w W (ASDI C 2) MINIMUM THREADED PENIETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT, SHALL BE 1 1/2* NO THOCADED
DESIGN PRESSURE RATINGS INDICATED ON SHEETT� 3. 9 THRU 12 & 17. 18 PENETRATION INTO STUCCO SHAIA BE CONSIDERED .5 PART Of NE ROLORED THREADED PENETRATION
N ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE IN ALIOINABLIF
STPE= FOR WIND LOADS WAS WEE USED IN THEIR ANALYSIS FASTENERS SPAONG TO WOOD HAS 13EEN DETERMINED LN C !) WFNIAKIM EDGE DISTANCE OF LAG SCREWS. INTO *DOD SHALL BE AS INDICATED IN TNOZ DRAWING
ACCORDANCE WITH NO.S 2016
STORM PANEL'S ADEQUACY FOR XAPACI AND VAND RESISTANCE HAS BEEN VEFhrED IN ACCORDANCE WITH SECTICIN I 609 1 2 Of C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4' 0-2V SCREWS USED St,A!I BE 1 112' tONC MINIMUM
T14E ABOVE VENTK)NED CODE AS PER AMERICAN FEST LAO OF SOUTH FJORIOA REPORTS W14 01-01 AND 00219 02-09, AS SHOULD STUCCO EXIST, NATO 14 WFAMUM FOR WAL.LS WITH NO STUCCO
PER SIFED t 2-99 III ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT If 1 123 01 - I 0 AS PER
TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION iGO4 Or THE C 5) IN CASE THAT PRECAST STONE, UP `�RCIAS`7 CONCRETE PANELS, STUCCO OR WOOD BOMOS BE POUND ON THE EXISTINIC
r WAJJL� ANCHORS 94ALL BE LONG ENOUGII TO REACH THE MAIN S7IWJCTUWE BEHIND SUCH rANCLS
,ORIGA BUILDING ME
ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) AT CA)
2 ALL ALUMANUM EXTRUSIONS TO BE OUW-75 ALLOY AND TEMPER (UNLESS OTHERMSIT NOTED) SEE SHEET 2 (D) ANCHORS 54AU K -NSTAI,,tD FOLLOY41W ALI OF INC RECOMMENDATIONS AND SPICIFTIATIONS CAE THE ANCHOR'S MANUFACTURER
3 Ali ALUMINUM SHEET METAL USED AT CLUSWRFS SHALL RAVE 3:05-HI4 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I TkPOU4W 6 (SWEETS 4
4 ALI STEEL SHEET METAW PANELS SHALL HAVE STRUCTURAL QUALITY STEEI. AS34 A-6S3 GRACE So WNIMUM, G-60 GILLVANIZED THROUGH 5) EXCEPT THAT HEADERS(2) &13 SHALL HOT BE USED,
STEEL DESIGNATION WIFYTT S2 2 kv (AFITR ROLLED) 9 1 SHALL Of THE RES-ONSIftfTf OF THE CONTRACTOR ;O VERIFY THE SOUNDNESS OF THE STRUCTURE WERE ST+UTIER IS TO BE
5 AL-1 SCREWS TO RE STAINLESS STEEL 3O& OR 316 Just SERIES OR CORROSION RESISTANT COATEG CARBON SEVLL AS, PER LIN ATUTILADNED TO INSURE PROPER ANCHORAGE THIS SNVM. SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
NGS
76 W1 SO W6 VIEW STRENCTI, AND 90 ", TENSILE STRENG`FH AND SHALL COMPLY A/ FLORIDA OJITLOING VOK SECTION
211 3 3.4 10 EACH REGULAR VORM PANE� WIM, LENGTHS OVER 90'. AS PER SECTIONS 1, 7, A. 5, 6 AND ALT04KATWS Is, 3W A 4W ON
i
SHEETS 4. 5. 6 & 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER 04 TENANT TO
6 WLITS TO Of A57M A- 507 GALVANIZED STEEL OR AM SEA SERIES S7AINAISS STEEL, WFTII 36 kt, %ANTMJV YIELD STRENGTH SECURE PANELS WITH APPUCABLE REINFOKEWENT DURING PERIODS OF HURRICANE WARNING
I
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T ANCHORS TO WALL SHALL BE AS FOLLOW. 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CALAX ALI SHL"IER COMPONENT EDGES WW,CN REMAIN IN CONTINUOUS C W.Acl *IN
THE BUILDING TO PREVENT OM/fLAA INTRUSTON
(A) TQ_L?Fw1T&, ?9vm_rQNpm1
- 1/4-0 TAPCON ANCHONtS AS MANUFACTURED BY I T IV BUILDEA. INC (wP I,,-1i92 P - ) 12 STORM PANEL IHSTALI SNALL COMPLY WITNT SPECS INDICATED IN THIS (TRAINING PLUS ANY BUILDING AM ZONINU REOULAIIQNS
- 1/4' IF . 7/6' CALX-IN ANCHORS, AS MANUFACTURED By OCALAL: INC PROVIDED ITT FILL JURTSOICT*N WHERE PERMIT IS APPVEO TO
- i/4* IF . 3/4' SOLID -Sr ANCHORS. AS DISTRMUTIED By At RUNT SCREW BOLT a SPECUKry Co
iMIn � . 50M p.- � 13 (a) THIS PRODUCE CVAUJAT*N DOCUMENT (P E D) PREPARED af THIS ENGINEER IS GENEWC AND DOES NOT PRMCE INFORMATION
- #14-10 PANIELMATE TFANNI 0 III PANELMATE PLUS ANCHORTS� AS MANUFACTURED BY Elm CONS'RUCTM PRODUCTS. FOR A S17 SPECIFIC PROJECT. �e WHERE THE SITE CONDITIONS DEVIATE FROM THE RED
-1:/4*0 ZAVAC "LIN AKItOR5, AS MANUFACTURED By DEWALT NC lb) CONTRACTOR TO BE RIESPONSIBLI FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUCTNG LIFE SAFETY OF THIS PRODUCT
4 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/-'� 2" FOR EICO PANELMATE AND BASFO ON THIS PE.D PROVIDED mE/SHE DOES NOT DEWIE FROM THE CONDniONS DETAILED ON tHIS DOCUMENT
CONSTRUCTION SAFLIf AT SITE 15 THE rONIRACTOR'S RESPONSIBILITY
1 -)/A- FOR ZAMAC NNUIN &NCT4ORS
(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED
A,2) CALJ( � Ili A SCUD-SE1 ANCHORS SHAQ L BE EMSEODFD 1/8' INTO THE POURED CONCOM NO EMBEDMENT INTO
STUCCO SH&U Of PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I T/2- LONG MINIMUM SHOULD STUCCP1 EXIST (d) SITE SpECrTC PROjECIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEE14 OF. AFFUNITTEI-1 WHIC4 WILL BECOME THE
I E
AND i' Atimmum FOR WALLS wTH 40 SPKCO, AND MAY BE HEADED SCAM OR ALL THREADED SCREWS W/O HEAD, ENGINEER ; RECORD (E OR ) FUR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
OUT WITH WING NUTS PROPEDR USE OF THE P E D ENGINEER OF RECORD. ACTING AS A DELEGATED FNG�NCER TO THE
RE D ENGINEER, SHA,UL SUBMIT 70 "HIS LATTER THE STITE SPECIFIC DRAWINGS FOR REVIEW
AJ) A CASE THAT PWCASI STONE, PWCA57 CONCRETE PANELS. PAXM. STUCCO OR WOOD BOARDS BE FOUND ON THE
EXISTING WALL OR FLOOR. ANCHORS SHALL, Of LONG ENOUGH TO REACH THL MAIN STRUCTURE BEINNO SUCH PANELS W THIS PLO SHALL OEM THE DATE AND OHIGOIALL SEAL AND SIGNATURE OF 14E PR(yFE$SIONAA.
ANCHORAGE SHALL BE AS MENTLUNED ft A.I) AND IN A.2). ENGINEER OF qECDRO IMAT PREPARED FT
(B) T"9w1I`a_CQb=L_wm_qS61._wm_1�1 14 SHUTTER MANUFACTURER'S CASEL SHALL K LOCATED ON A READILY VISIBLE LOCATON AT STORM
- FACT PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709 9 2 OF FLORIDA BUILDING CODE, ONE LABEL
'APCON ANCHORS AS MANU URED By I I W BUItDEX, INC
/ SHALL BE PLgED FOR MIT, OPENING 140CUNG TO COWLT WITH SECTION 1709 9 3 OF THE
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PANELMATE
FEMALE ID
PANELVATIE
PLUS
WOOD BUSHING
-
13* ___
130
13*
13*
3*
13*
I* rm
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IF
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>+45. -45
To
.75, -75
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- - _77;
- - - � -
7 1/2'__
__131 - __
13'
a 112--
- - - ___ __
___ 8�71 I
7.I-
__ ___
__
6 1/2'
6 1/2'
-_
& 1/2-
2W (TOP)
50
OR
LESS
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6 I/4-
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12 1/2'
I
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6 1/4'
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13-
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6 1/2-
-.-.-.--
6 1/2-
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6 1/2* _
2W (TOP)
_(IJOTT
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6 1/4'
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12 1 �_
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ISEE TABLE 11 FOR VAX, ALS.D. DESIGN LOAM & MAX. PANEL L04THS WHEN SPACER 0 is
* USED, MWESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
JOLL&
A
A.S.D. DESIGN LOAD
MAXINIUM PANEL
LENGTH
40 PSF OR LESS
_
6--g-
> 40 PSF TO 50 PSF
6'-2-
1 > 50 PSF TO 60 PSF
W-10"
A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS
ANCHORS & W/ @� IP
,*M-t�,AQ 1/2' O.C,
. _
-
INSTALLATION DETAILS FOR LIFE SAFETY PANEL 6)
INTO POURED CONCRETE OR r
,ONCRETE BLOCK STRUCTURES
1/4'f TAPCON DOSIVOG Poum
_9= �m ANCHOR 0 9O_C —CONCRETE a*
CONCRETE BLOCK � , �i,j CONCRETE BLOM
, REQUIRED,
REoUm . . .i
,
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,
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I I
I I I - .-
'/2* 1 1/4' '... .� . I /2,
1 �� 11/4*
f� mm. Im, . � MAX
, _
m
I ,; �,;:: � � I
: � O�
:
� I OgE�.
, Fw - -
: I -Pee-
; I 1, III-
11 PAWi LENGTH
I (SEE ELEVATION
; I ON SHEET 12)
:
: I
I -
: [ 4r 1-12
:: , 1)
it
It
i -14
3 i T a vr IN, I I
0 HUMALS
SEE OEM 15 AT 16 FOR ANCAOFS TYPE & To.
INSIALIAMM INTO *= FRAME WALOOM,
� ANCHOR VACNIS AND WMAIIJA EON DISTANCE
ARE tOCATED ON INS SCHIM"L MR E-D UNS THAN
#"AX0 0 SCHCDIXE PIDUCE ANCHOR SPACING NY
wxTftY#W= 5"00% 010 So"EDULE By IN
FOLLOOM FACTON& FOR THIS OPIDMITON TO K POSIMILL
REDUCED SPACING OBTAINED USING FACTOR SHAUL NOT BE
LESS THAN, FANNKAA SPACING md�TED FOR EACH AND40P
rm 0. INS SCHEDULU
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CODE (Man Hich Velocity Hurricane
FLORI A BUILDING CODE (Non High Velocity KNU cam Zone)
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---
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SQHEDULE
FOR REGULAR STORM PANEL ITI) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK SIRUCTUR
(VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
MAX, A.S.D.
DESIGN
P RESSM
RATING
(P F,f.)
MAXIMUM ANCHORS SPACING FOR MIN LO. PER SCHEDULE BELOW *
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,
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SO 9W I I TOO ANCHORS TYPE & SPACING FOR AWALLATOS WO WOW FMA "�
a WOOKM AND40K SPACNOS AND MAIMUFA CODE DIFUNIX ARE INDICATED ON THIS SCHEDLAL FOR ED
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A MAX. PANEL LENGTHS ARE ONZ VALID FOR INSTALLATIONS
W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- OIC,
FLORIDA BUILDING CODE (Mon Wait Velocity Hurricane
ANCHORS (SEE SECTIONS It ALTERNATIVES ON SHEETS IS. 14. 15 a16) -.---- - - - ___ - -
r*R-WI3, R-2A/13. R-WI4, R- B/M R-20/1& R-38/14, 3' WAX.
R-IAW/15. 0-2AW/M R-SAW/iS. + R-11OW115% R-29110/15. R-31111I 1. Ilm-
- - - ____ __ - -7 - __ - I- I
L/2
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REGULAR STORM PANEL I ! I � � REGULAR STORM PANEL ! W-8' 0 +404. -40.0 V..J.
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� LIFE SAF`jrY STORM PANEL 1 7 I -V 0 + .O. -54.0 p...f
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_r MA3F LE11 PANEL RIGHT PANEL 3- ia, t INSIALLATIONS ONLY VAUD FOR WIND
I" OIL R-IA/13, R-2A/11 R-WI4, R-1 /13, R-29/13. R-311/14. '. Im SPEED UP TO 170 p.h.
R-IAW/15. It-2AW/15. R-3AW/16 . * IR- 198/Wl)l % 11-291N/I 5. R-39WI I I
- -ANCHORS (SEE SECTIONS A, ALTERNATIVES ON SHEETS 13. LA. 15 &16) ,/4-,4u CAI
L LIFE SAFEIY STORM PANEL �Jfi ELEVATION (t)
I � . LLL SCALE 1/4'-I'
L t .1 C, I REGULAR 2.587' REGULAFL I
I � 1111L 11 STORM PANEL (New O"Al! -�' vvu vALLM 01 STORM PANEL
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UrE SAFETY PANEL I -_ .-. ,.Z,: -_ :: * f FLORIDA BUILDING CODE (Man High Velocity Nu can@
EXTERIOR .11 P! I III .. .. � n,mce - 24 GAN GALVANIZED STEEL STORM PAWL am
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EN fLORI BUILDING CODE (Non High VviocIfy Hwr Icarle Zone)
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24 GAGE GAILVANIZED STEEL STORM PANEL
44167 AN
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Tc I L E C 0 11, c GLOBAL PROTECTION PRODUCTS. LLC.
STATE 0 I
Ji,) ruo - S.- 11 STMI
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ENGINEEP41N G,
EXPRESS*
PRODUCT EVALUATioN REPORT
September m 2020
Applitaition Number 17089A - R2
EX Project Number 20-31543
Product Manufacturer All Anstancan Shutters and Glass
Manufacturer Address 150 Donna Road
West Peen Beach. FL 33409
Product Name III Description 24ga Galvanized Steel Storm Panels
Large Mussile 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 Regulation (Florida Building Commesuori Rule Chapter
6IG20-3.005. F.A.C, for statewide 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 least squivalend to that required by the Code
Re-evalustion of this product shall be required following pinifirient Florida Building Code modficatinHis or
revisions.
Substantiating Data:
- PRODUCT EVALUATION DOCUMENTS
EX drawing #20-31543 tifiesid *24ga Galvanized Steel Storm Panels (WHZ A Non4tV14Z)% sheets 11-5�
prepared by Engineering Express, signed & sealed by Frank Bennardo, P E. is an integral part of this
Evaluation Report.
Undomn wade structural performance has been tested in accordance with TAS 202 lost standards pat test
TePCHt(S) OBT-ASG-174)01 by Blackwater Testing, Inc.
Large missile impact resistance and cyclic loading perforniance has been bested In accordance with TAS
201 and TAB 203 test standards par test report(s) *BT-AM17-001 by Blaclowshil, Testing. Inc.
A STRUCTURAL ENINNEERING CALQUILATIM
Structural engineering calculations have been prepared which evaluate the product based on
comparative and/or tational analysis to qualilly the following design c(denst
1. Maximum Allowable Spans
2 NfirumurnAllowable Spans
3 Minimum Glass Separation
4 Anchor Spacing
160 SW 12'" AVENUE SUITE 106, DEERFIELD ACH FkokroA 33442
(954) 354-0660 1 (866) 39:1999;
TEAM @ E"GtNffRimG ExPREss . com
ENr.jNEeRINGEXPAtSS.00M
OdOW ENGINEERING
10k Page 2 of 2
All American Shutters and Glass - 24-ga GalVanized Steel Storm Panels
No 33% increase in allowable Strass bag been Used In the design of this product -
Separation from glazing is not required for installations outside of Wind zone 4 and essential factifires
Impact Resistance:
Large Impact Resistance has been demonstialed as evidenced In previously listed test report(s), and is
accounted for in the Engineering design of this product.
fflnd Load Resistance
This product has been designed to festal Wind loads as indicated In fine span schedule($) On the
respective Product Evaluation Document (I e. engineering dtaiwing)
Installalffon
This product shall be installed in Surat compliance with its respective Product Evaluation Document IT a
engineering dravhng)r along with all components noted therein
Product components shall be of the material specified In that products respective Product Evaluation
Dociament (Fe- engineering drawbagli.
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the respective Product Evaluation Document (Fe
engineering draliving) as noted herein
All supporting hog structures shall be designed to resist all superimposed loads and &W be of a material
listed in this product's respective anchor schedule. Hoed structure conditions which are not accounted rot
In this pniduct's respective anchor schedule shall be designed for on a site -specific basis by a registered
professional engineer.
Ail components which are permanently installed shall be protected against corrosion. contamination. and
other such damage at all times.
This product has been designed for Late within and outside the High Velocity Hurricane Zone (HVHZ),
Respectfully,
Frank Elennardo. PE
ENGINEERING ExPREse
OPE0046549 I Ccri Auth 9885
160 SW 12- AVE N LIT SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(951) 354-0660 1 (866) 396-9999
TEAM
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SECTION EZI ALTERMME EZjW
SCALE 3/8-l' SCALE 3/8-1'
FLORIDA BUILDING CODE (Man High Velocity No, [core Zone)l
NOTES: 7P-EL t�GTII 0,441 FIVIN, %Tvm #N,_ 24 GAGE GALVANIZED STEEL STORM PANEL
r,11Z
FOR DESIGN Ei 2
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ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-11VHZ)
WIDTH UNUMETED
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BOTTOM MOUNT (CMNN-J fspal"ELOW I
TYPE AS REQ'D) OBSTRUCTION)
PANELS MAY BE MID S="C. OM n'-21) STITCA
P. .:��C
"T ONNEI!� 1. BOLTS WITH WASHERED
ANCHOAS� ARE USED WHICH SATISFY WINGINUT,5 FOTENED 0
SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS 0 ME DSPAN (USE
4
OP`,PR,0)NP R IA TE SP A 4 T AD LEI
VERTICAL MOUNT ELEVATION
/-2"'\ (NOTCHED PANELS)
\.Ll/ NTSI ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
OR
PARATiONfROM GFAS�,
IN1111111111111
WVHZ, WIND ZONE 4 A �MENTJAt fACIOTIESI
MAXIMUM
DESIGN
,
AU0WAEU
IN%TAUAnON5LF5S
INSTALIAT)ONSGREATEN'
INNI191 1
1
SPAN j(1
IRAN W'AeOVE GRADE
THAN 3oARCVt GRADE
iP-
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2161.
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606
116:1.
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1. ENTER SPAN SCHEDULES WITH NEGATIVE
DESIGN LOAD & PANR FASTENER SPACING TO
DETERMINE MAX114UM ALLOWABLE STORM PANEL
SPANL SCHEDULE IS ACCEPTABLE FOR USE WITH
POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS,
2 'PANEL FASTENERS' ARE STUDS USED IN
CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
('I 'TRACK ' StUDOED ANGIE, ETC.) USE 6,25
O.C1 PANEL FASTENER SPACING TABU VALUES FOR
ALL IN'. ANO'V'-MEADERS (INCLUDING BUILD OUT
CONDITIONS)
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD�
1 ENTER 5-414 SCHEDULE WIT" POSITIVE DESIGN LOAD TO DETERMINE
MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY
INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE AM HIGHER
LOAD
3 FOR, INSTALLATIONS OUTSIDE OF THE KVHZ AND OUTSIDE Of eSSEAT AL
FACILITIES IN ASTM WIND ZONES I THAOLODH 3, THE. GLASS SEPARATION
SCHEDULE IS NOT REQU�� MINIMUM SE-PARATION FROM THE
PROTECTED OPENING Is
Y; MAY VARY)
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN DES113NI
DESIGN NOTES: SCHEDULES
POSITNE AND NEGATIVE WrUC§61UL
MAE W1 TNQ;S PMS% A r D iEFM P&ID
SAT E, ANHG IN EN ACOCADANCE WITH THE
1609 OF IjV
T 7114
.ER�BLJ�I,LD Ir RE LESS THAN
011, 1% T'E �1. SIGN
121 IES, FORANY
ASSEWLY AS SHOWN.
GENERAL NOTES:
VISIT
ow pmi=
ZmZ��2WAEILE SPAN SCHEDULE
TOP
MOUNT
7j,
2W
SIA"W'u, Hea",
0,
0,
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11
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26'
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31'
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9
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ANCHOR SPACING SCHEDULE:
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%5`1 "Mir OrSTANCIF
MAX Diffeals
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Type (F"l
sPM UP TO 6-61
STAN UP To S.-V
9PAN up To I41-1w
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come not
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ANCHOR NOTES:
I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAIN SCHEDULE SHALL APPLY,
ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE
;RJAL,&ANCHDRTYPE. SELECT DESIGN L13AO GREATER THAN OR EQUAL TO NEGATIVE DESIGN
ON SHLITTEP AND SELECT SPAN GREATER TmAN OR eQuAL To SHUTTER sPAN.sELEcT
CONNEECTION'TYPE BASEDONAPPPOPRIkTE MOUNTING CONDITION (SEE MOUNTING D�TAILSON
3 "PANEL FASTENERS' ARE rUDSUSEDINCOMU NCTION WrTH ALL MOUNTING EMUSIONS
("f�riulcX,STUDCIEDANGLE, ETC) USEG.25"O.0 PANEL FA57FENERSPAUNG TABLE VALUES FOR
ALL 'W� ANCI'U'-HEADERS (INCLUDING BUTILDOUT CONDMON5)
4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUP.EPS'P.ECOMMENE)ATIOPZ,
5, HOLLAYIN 0LJXX HOST $TRUCTVRE SMILE CONFORM TO ASTM CW W_QCK.
6 MINIMLI M EMBEDMENT SHALL RE AS NOTED I N ANCHOR SCHED ULE.
S, CONCIISTE A CHOPIS NOTED HEREIN SHALL BE EMBEDDED TO UNFCFLACKED CONCRETE ONLY
9, WHERE EXISTiNG STRUCTURE IS WOW FPAMINIG, EXISTI NG CONDITION16 MAY VARY, FIELD
Vfpj FY THAT FASTENER5 ARE INTOADEQUATE, WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTEN ING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSAI RE PIECES.
ID. WHERE ANCHORS FASTEN 70 NARROW FACE OF STUD FRAMLNG� FASTENER SHALL BE LOCATED 114
OM114AL 2� X 4' (MIN.) WOOD STUD I% 'EDGE DISTANCE is ACCEPTABLE FOR, WOOD
FRAMING), WOOD STUD SHALL BE *SOUTHERN PINE" G-0 55 OR GREATER DENSITI, LAG SCREW
SHALL HAVE PHILLIPS PAN NFAD OR HEM WAD,
I I REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL-FOOM SOLID-5177 & BRASS BUSHING
13 GE DIS NCE EKCILIJ STUCCO OR OTHER WALL FINISHES
, MMMUM EN%EDM D GE DIS
4 M DESIGN ES H ITIONSWHI ARENOTACCIPTAR
IS III,
,6. i1NEkRJNTERPaLATION15N9WT ED FOR USE WITH THE ANCHOR 51-HEDIJLES LISTEII ON
THIS SHEET
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