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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
RA or R/A or RA.
Return Air
ABV or Abv.
Above
FLR or Fir.
Floor
RAD or Red.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Flr Sys
Floor System
RAG or Rag.
Return Air Grill
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
REC or Rec.
Recessed
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
RECEPT
Receptacle
AHU orA.H.U.
Air Handler Unit
FR DR
French Door
REF or Ref.
Refrigerator
ALT or ALT,
Alternate
FRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REQD or Req'd,
Required
BF
Bifold Door
FTG or Ftg.
Footing
RMorRm.
Room
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RND or Rnd.
Round
BLK or BLK.
Block
GALV or Gaiv.
Galvanized
RO or R.0,
Rough Opening
BLW or BLW.
Below
GC or G.C.
General Contractor
IRS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HDIR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS,
Specifications
CLG or Clg.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SQ or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KNVALL or K/Wall
Kneewall
SYP or S.Y.P,
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
TB
TowelBar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
THIKN or Thik'n.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL
Lintel Length
TOM or T.O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O. P.
Top of Plate
DBL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TR
Towel Ring
DEC or Dec.
Decorative
MC
Medicine Cabinet
TRANS WDW or Trans.
Transom Window
DIED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
LIC or U.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min
Minimum
UCL
Under Cabinet Lighting
DIST or Dist.
Distance
MIR or Mir,
Mirror
UNO or U.N.O.
Unless Noted Otherwise
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.
DryerVent
NTS or N.T.S.
Not to Scale
VL or V. L.
Versalam
DVP or D.V. P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTR or VTE
Vent through Roof / Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W1 or wl
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WDW H DR or WDW. HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W.H.
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WIC or WI.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHLF or Plt. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
WVVF
Welded Wire Fabric (Mesh)
FIN Finished PW or P.W. Pre -wire
FIN FLR or FF or Fin, Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22
1 1
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-08-15 2.0 FRAME-WAL REVISIONS
12-22-16 3.0 Al B1 ELEV. REVISIONS
01-04-18 4.0 2017 FBC UPDATES
M A
02-21-18 5.0 ADDED Grv"%DE BEAM 150 MPH ENG.
03-29-18 5.1 UPDATED PER CITY COMMENTS
2575 All 1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, onnissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builderlhomeowner
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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Engineer's signature and seal.
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REMARKS
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- 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 112"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
- 13/4" X 9 1/4"
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(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
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VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O, CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX254
S.H.
13
20X38J
18 7' X 37 4
S.H.
14
20 X 50 J
18 JX 50
S.H.
15
20 X 63
18 J X 62 2'
S.H.
16
20 X 72
18 J X 714
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
11-13
27 1/4X38 a
26 x 371
S.H.
11-14
271 X 50 85
26x5O
S.H.
1H5
27JX 63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 112
S.H.
22
37JX26
36 4 X 25 1/2
SH
23
37JX38i
36 4 X 37 3/4
S.H.
24
37JX50i
36 4 X 50
S. H.
25
37JX63
36 2' X 62 1/2
S.H.
26
37 a X 72
4
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52JX25i
S.H.
33
54 X 38 J
52 17 X 37 1
S.H.
34
54 X 50 J
52 J X 50
S.H.
35
54 X 63
52JX624
S.H.
36
54 X 72
52JX 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59 I
79X59
N/A
S.H.
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.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above f1r. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET ju N SHEET
SE
U� E S
140 MPH
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
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 1093
AREA
SECOND FLOOR LIVING 1491
AREA
LIVING TOTAL 2584
GARAGE 427
FRONT ENTRY 35
TOTAL AREA 3046
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
FLOOR
PLAN
-
EXT FRAME 2 x 6
R-19 KRAFT FACED
FIRST
ELEV-Al
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION �R-111R-13 KRAFTFACED
SCALE: Y4"=V-0" I (GARAGE / LIVIIS
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To the best of the Engineer's knowledge, information and belief.
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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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CONT. HANDRAIL 16
1x RISERS (TYP.) 15
STANDAF (3) 2X12 14
STRINGERS W/ SIMPSON
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STAIR CALCULATIONS:
TOTAL RISE= 1 U-0 3/4"
(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.
2x6 BEAM-)
ser a g :
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
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edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
SLOPED CEILING
more than 3/8 inch.
TO MAI NTAI N T-Y
Tread depth:
HEADER HEIGHT- I
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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
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greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
2x8 #2 SYP JOISTS @ LANDING
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
@ 16" O.C. w/ SIMPSC N A35 <W
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
CLIP OR LUS26 HANGER TO
depth of not less than 6 inches at any point within the clear width of the stair.
LEDGER
Nosings:
<
2xl 2 HDR. w/ (3) 2x ST �DS A W
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
EA. END FOR BEARING 3:
9116 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4
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inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
STANDARD (3) 2X12 r-
projection by more than 3/8 inch within a stairway.
8
STRINGERS W/ SIMPSON A35 A
Handrails:
CLIP TO HDR.
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
7
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
6 1x TREADS (TYP.)
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
CONT.
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
HANDRAIL
handrails.
4
Grip -size:
Handralls with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
3
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
2
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
THRUST BLOCK SECURED TO
4S
SLAB w/ 1/4"X3 112" TAPCONS
diameter.
@ 16" O.C.
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.
CONT. HANDRAIL-/
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S. 9'-0" MAX LANDING LENGTH
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 112"
FLITCH PLATE
H5
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LV`L 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2)-2X4#2SYPW11I2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25i
S.H.
13
20 X 38 J
18JX371
S.H.
14
20 X 501
18JX50
S.H.
15
20 X 63
184X624
S.H.
16
20 X 72
18 4 X 714
S.H.
IIH2
27 1/4 X 26
26X25J
S.H.
1H3
27 1/4X38J
26 x 37 1
&H.
1H4
27 J X 50!8i
26 x 50
S.H.
1H5
27JX63
26 X 62 1/2
S.H.
1H6
27JX72
26 X 71 1/2
S.H.
22
37JX26
36 4 X 25 1/2
S.H.
23
37JX38i
36 J X 37 3/4
S.H.
24
37JX50i
364X50
S.H.
25
37 J X 63
36 7' X 62 1/2
S.H�
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 J X 25 4
S.H.
33
54 X 38 J
524X37i
S.H.
34
54 X 50 J
52 J X 50
S.H.
35
54 X 63
524X62i
S.H.
36
54 X 72
52 4 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79X59
N/A
S.H.
iF1111TIM
RFV 10- 1 20 (AR
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-011
2x4
SYP #2
16" O.C.
SPF #2
91-01,
2x4
SYP #2
16" O.C.
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
@ 12" O.C.'
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
**WALL SHEATHING 15/32"EXPOSURE 1 OR EQUIVALENT.
REFER TO. SHEATHING SCHEDULE FOR ATTACHMENTS -
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.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
rb_'�
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
H
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
111111111177M MASONRY HGT. @ 8'-8" A.F.F.
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
1093
AREA
SECOND FLOOR LIVING
1491
AREA
LIVING TOTAL
2584
GARAGE
427
FRONT ENTRY
35
TOTALAREA
3046
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
SECOND FLOOR PLAN - ELEV-Al (INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFT FACED
SCALE: Y4"=V-0" (GARAGE I LIVING)
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Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
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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 DIFE.
Kitchen 44" AFF
Bathroom 39"AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with LIL 217.
6. Provide AFCI's (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 ANSIIIJL 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
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
FPc
DUPLEX OUTLET ABOVE COUNTER
K ) W__.
WEATHERPROOF DUPLEX OUTLET
K)G:. F. 1.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I /-N
Fiii-_
HALF -SWITCHED DUPLEX OUTLET
I :;;IN
Flz�bv
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAYSWITCH
6.
?4
FOUR-WAYSWITCH
$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)
1-9
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
NT
TELEVISION (OPTIONAL)
FT\A 2
(2) TELEVISION (OPTIONAL) (1)@ STD, HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
WWI
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
r
OPT. CEILING FAN
G�)
(1) PHONE LINE, (1) DATA PORT
15OA/200A INDOOR
PANEL CENTER
10 #14 to lights & outlets
NEMA 1 it #12 to appliances and GFI
1 50AMPI
200 AMP 10 #10 to WH
0 #8 to Range
0 #6 to HVAC
_T
T1
MAIN
0
200 amp
150 amp
UNDERGROUND IDis
SERVICE BY POWER CO.---_
INTERSYSTEM
BONDING
200=4/0 in 2" Conduit
Bare Cu Ground
TERMINATION PER WITH CODE APPROVED
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/UTI LITY COMPANY.
DISC.
WID
GFI
PATIO
WID
GFI
M.
Tr TO LIGHT
AND
SWITCH
't-, L_I_ ABOVE
ROUGH -IN FOR
OPT. CLG.FAN1
7 - - - - - -
LIGHT PRE -WIRE
12
F111 - - - - -
FAMILY ROOM�-,
7i
wb- E'X
1�1 12
ROUGH -IN FOR
FANJ
OPT. CLG.
LIGHT PRE -WIRE A
WP
db
-----------
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lDB
X
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FOYER
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69
69,
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GiPI @ 44"
A.F.F.
PENDANTAS jun
\PER SPECS 0 F - - - - - - - - - - - - - zz
DIN -INdIR-009
2 CAR GARAGE
GFI @ 44"
GAR.
A.F.F. DOOR
GFI
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GFI
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LDIJ
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VERIFY LOCATION IRRI�ATION
5G
OPT. T
ELECTRICAL PANEL GFI 014"7�.F.F - - - - - - -
AAkGTF I 5t%�G F I -.
GFI A A
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
HOOD PER SPECS
VERIFY METER LOCATION
WITH BUILDER
15-0"
H.B.
- 11IN
PLUMBING RISER.
SCALE:NTS NOTE: PLUMBING RISER IS SC
BE VERIFIED WITH PLUMBER
ENTRY
FIRST FLOOR ELECTRICAL PLAN - ELEV-Al
SCALE: Y4"=V-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within
these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
to
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES. -
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44"AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the INFPA 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 smokefcarbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
FPF-
DUPLEX OUTLET ABOVE COUNTER
I /-"
FE5W.P.
WEATHERPROOF DUPLEX OUTLET
t41 42�
'_::;�_G . F. 1.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
0�;)=
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
P.,
EXHAUST FAN/LIGHT COMBINATION
0
ELECTRIC DOOR OPERATOR (OPTIONAL)
5H]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SIMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
FTq
TELEVISION (OPTIONAL)
NT 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
�� 0
_Z/
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
150AI200A
INDOOR
PANEL
CENTER
00 #14 to lights & outlets
NEMA 1 10 #12 to appliances and GF1
150 AMP/
200 AMP 10 #10 to WH
0 #8 to Range
0 #6 to HVAC
.7RT
MAIN
0
200 amp
150 amp
UNDERGROUND IDis
SERVICE BY POWER CO.----_
INTERSYSTEM
BONDING
TERMINATION PER
200=4/0 in 2" Conduit
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/UTILITY COMPANY.
RECEPT.
FOR ALARM
SYSTEM —
SECOND FLOOR E
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To the best of the Engineers knowledge. information and belief,
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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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the structural engineering portions of the drawing pages bearing
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TYP @ 2 STORY
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SCALE: )/4"=V-101"
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.L FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
LA
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SCALE: 3/4" = V-0"
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CONTINUOUS
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QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
**Alternate:
The reinf. bars shall be
cont. around corner by cold
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ar ap o
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and seal.
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TYP @ 2 STORY
STRUCTURAL
2x STUDS SEE PLAN
SHEATHING (SEE C/S6
FORINFO
FOR NAILING INFO.)
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
2x CONT. W1 (2)-12d
CANTILEVER
NAILS @ EA. TRUSS
FLOOR TRUSS
2x4 CONT. RIBBON W1
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END _,�SEE PLAN
TRUSS BRG.
'—\`CONNECTOR AT
EACH TRUSS,
8d NAILS @ 24" O.C. SEE PLAN
TO BLOCKING LINTEL
SEE PLAN
STRUCTURAL
SHEATHING
(FC03 CANT. FLOOR TRUSS CONN.
k I SCALE: 314" = V.0"
RSH
IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
WIND SPEED (ULTIMATE)
140.0 MPH
WIND SPEED (ALLOWABLE)
108.4 MPH
EXPOSURE CATEGORY
C
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
H I P ROOF >20 TO 45 DEG.
WIND AREA
VALUE DENOTES PRESSURE
(SQ FEET)
(-) VALUE DENOTES SUCTION
[4:12]-[12:12]
a=4ft
AREA
ROOF
1
2e
2n
2r
1 3
3e
3r
HIP
-35.94
49,57
-49.57
-49.57
10
1
GABLE
-38.22
-38.22
-60.99
-60.99
-60.99
78.58
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTIVI 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
I
01
r
ZONE 3, 3e, 3r: ASTIVI F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 7/16" EXP. 1 CY16) or lV32" EXP. 103/16)
TILE: lV32" EXP. 103/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
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]
@ 16-1 O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W1 BLOCKING PER NAILING SCHEDULE.
,KING
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 - 1 Od x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 1 Od 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 1 112"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (118) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HID ACHOR
BOLTS
RFUS
7100
---
w/(12)WS3WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. 1(26) 10d x1-1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
H DU4-SDS2.5 W/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT-F
4940
3555
wl (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5w/(10)1/4'
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
IN
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
1000/1080**
---
8 -10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
—
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -10d x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) T6D —SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
31 00-M 4520-F
31 00-M 3800-F
wf (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
Spi 555 1 535 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
HCP2 1 590 555 12-1 Od x 1 1/2" HHCP2 680 1 570 (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 REQ*D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 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. RI
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR
INTERSECTIONS. SPLICING mw/ 2
To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9
(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
2PLYCARRIER t --(A)
x CONT LEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR/ROOF FRAMING PLAN — ELEV—Al
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To the best of the Engineers 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
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signature and seal.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
I
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
AND SPEED (ULTIMATE)
140.0 MPH
/IND SPEED (ALLOWABLE)
108.4 MPH
XPOSURE CATEGORY
C
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
HIP ROOF >20 TO 45 DEGM
WIND AREA
VALUE DENOTES PRESSURE
a=4ft [4:12]-[12:12]
11,
I
r,,/
(SQ FEET)
I(-) VALUE DENOTES SUCTION
AREA
__f__
ROOF
1
I 2e_j
2n
I 2r
1 3
1 3e
I 3r
!!EJA
HIP
1 -35.94
-49.57
-49.57
-49.57
10
GABLE
1 -38 22
38 —
-60.99
1 -60.99
1 -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
r
@ I
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
I
SHINGLE: Y16" EXP. 1 CY16) or 1%2" EXP. 1 C3/16)
TILE: 1/32" EXP_ 1 C3/16)
i
I
NOTE:
I
t1. PER CODEASTM F1667 RSRS-01 REFERENCETO 8d (2%"x0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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.
3
)IM. W/ BLOCKING
MGT W/ (22) 0.148
U4-SDS2.5 (10) 1/4"
DS WOOD SCREWS
ATR.
YR @ 2 STORY
(2)
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"
6
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1 1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"'
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Old 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 HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1061-1/2"
HTT5
5795
5/8" ANCH. /(26) 1 Od x1-1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
—
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 112" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
---
8-10d
P
HUS26
1320/3235
133512820
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 -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
GT
3965
1 3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ SIMPSON "SET"
EPDXY
MUGT1
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
1
V
(2) LGT2
4060-M 3770-F13500-M
3240-F
I w/ (32) 16D SINKERS &
LUGT2
31 00-M 4520-Fl
31 00-M 3800-F
W/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Old x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
590 1
555 1
12-1 Od x 1 1/2" 1
HHCP2
1 680 1
570 1
(20)1 Od x 1- 1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS -- ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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")
FAO I EN EACH 1,13) TRUSS WEB TO EACH kA) I RUSS I UP CHORD �w EVER T 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 STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETA17
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-Al
SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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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. LI-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 L/360 vertical deflection, except lintels 174" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal IoWd- 0
GENERAL CONCRETE LINTEL SCHEDULE
APPIRNED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
RMTMRM ffm
"M I "M
8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T
0 0 in. T) 9
8 -06/1T
F20
8F441B/lT8F401B/lT8RF40OB/lT8F321B/lT
(9 e 9 (9
FORM & GROUT SOLID
-
b
0 #5 BAR CONT.
81`12-113/11T
(0
'V'LINTEL DETAIL
SCALE = N.T.S,
On
1
1"
0
.0
Im
TYPE DESIGNATION
F = FILLED WITH
GROUT/ U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
0
M
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61-16- EB/1T
' C)
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<
Z
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0
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tNOMINAL. QUANTITY OF
WIDTH #5 REBAR AT
TOP
NOMINAL-
0
HEIGHT
#5 REBAR
MIN.
AT TOP
(1) REQ'D
1 /2"
EAR
ALTERNATE POWERS
STEEL LINTEL
4
6
-..$--C.M.U.
#5 REBAR AT TOP
A A
GROUT
MIN. (1) REaD-
1-1/2"CLEAR
Ec
C.M.U.
-#5 REBAR AT
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REINFORCING
PROVIDED IN
LINTEL
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-+A
#5S REBAR AT BOTTO
7-5/8"ACTUAL
qOMINALWIDTH
(VARIES)
U) u� o: d-
INDICATED
MATERIALS
T77c--pr-ec-as1Jmtels = 3500 psi.
2. f c prestressed fintels = 6000 psi.
3. grouted perASTM C476fg = 3000 psiw/
4. maximum 3/8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi,
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
S. 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)
2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR
SIMPSON MSTAM36 STRAPS EACH STUD ((1)
STRAPS EACH SIDE) CENTERED W/ (13) 10d
NAILS & (8) Y4"xl J" TAPCONS OR TITENS
'CENTER OF STRAP @ TIWALL TYP. U.N.O.
W #2 SYP P.T. BASE PLATE
W/ Y2" EPDXY ANCHOR OR /V2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2, Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If [Intel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitiuos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
OL SEE PLAN
`F T/WALL
8" KNOCKOUT COURSE
W/ (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
REVISED: 11/04/19 SCALE: 1 " = V-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
6-10" ILL
6-8" LL
(i)
5-8" LL
17'-4" ILL.
(i)
5'-8" LL
LINTEL PLAN - ELEV-Al
SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition, Engineers signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEARESTVIERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS;
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
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 I NSTITUTE TRI 1 -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 BYA
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2,1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2,15.
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 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.1
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 L1480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR ILL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
311
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1
GROUT FILLED MASONRY:
3/4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (f-c)
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 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
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
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W1 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. AND TIE DOWNS:
-FASTENERS
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36136M 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 = 33KsWITH 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'YBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7� 2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTIM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R318,1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems including all risers and
-0" of the building side wall.
spray hea s shall not be installed within 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S,
etc., shall be made with rmanent metal or plastic forms, Permanent forms must Ee
191 eliminate the disturbance of soil after the initial treatment.
of a size and depth that w1l
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution, If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cgrete overpowir and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landsca in, and irrigation. Any soil disturbed
tre
after the vertical barrier is applied, shall be re ated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within 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
WINDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'S HOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,,
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
Florda Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal,
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4"-1" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:—) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
16GAxl-1/2" LONG (3/4"-1"
CROWN) STAPLES @ 6"
O.C. VERT INTO STUDS
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
CORNER OF
HOME
GARAGE SIDE
101
-011
TANK -LESS W/H
H C G
000
U)
51-01f Ic -
STUB -OUT FOR
0
GAS METER 0 + 0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10!-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOE NAILS
2" X 10" @ 16" O.C.
16'-5'f
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2"X 12" @ 16" O.C.
191-311
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6'-V
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" 0. C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
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
Series
Thickness
Filler Block Thickness
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 112"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6 500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
2x lumber
I
Double 2 x — lumber
1 1
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
-,,a
FILL CELL--\ STD. 900 HOOK BOND BEAM
U)
LU
STD. 90*
CONT. #5
CONT. #5 HOOK
BAR
BAR
E
#5 CONT
FROM
FOUNDATION
Ir
TO HIGHEST
- ____7 BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN PLYWOOD FLOOR
SEE PLAN FOR REQ'D SHEATHING PER PLAN
COLUMN AND
CONNECTION TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
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 nq INT. BRG. WALL
N.T.S.
1/8" min. Small gap 2" min.
2" m
x.
" max.
Solid Ablock all posts from
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection,
ight fit
2) Block solid between joists for full length of span. T
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener 2 �min.
4) Place joists together and nail from each side with 2 rows of 10d nails 1
required when indicated or 4'
.
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N.T.S. higher thnn 1 r,0()1h
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pif max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
re quire additional
wall or beam below.*
consideration. Check
k
local build'
ing
171-77f7i
--- 11/16"
code for appropriate
details in
1--or=20
One 1 Od box
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam 0
Boise Joist Blocking
I h;PT' N Odl ri;ail- At 6" n r.
Q�� Provide adequate bearing
for each lapped joist.
Od nails
SECTION @ INT. BRG. WALL
N.T.S.
NO HOLES (EXCEPT
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
D
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
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
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
-,—blocking and wall or beam below.*
Joist
When joists meet over wall, provide
he
1 3/4" minimum bearing for each. I -Joist can be offset
I
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
A ROUND HOLE MAY DO NOT CUT HOLES
"6 611 611
LARGER THAN 1Y2"
THE WEB. PROVIDE AT ROUND IN
BE CUT ANYWHERE IN CANTILEVER
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
Any 16'joist
8
TAY,
V-11"
T-Z'
11 �-2" 11 �-3'
V-3-1
V-7-
T-11"I
Z-4'
Z-9-
1 3-0
3-7- 1
12
l-U'
1""
T-2'
11 �-2" 11 �-3'
T-9*
I Z-4-
2-111"1
3-7'
4-71
4-W
9-4'
Spw_ M),
16
1'4Y*
1�-J"
1'-Z'
1!-Z'
2!-6'
3-7
3-10"
4-9-
9-7"
6-4'
7-2'
20
11AY'
T-11"
T-Z'
1�-2" Z-a'
3AY'
4-U'
4-10"
9-11"
6-11"
7�411"
9-111,
24
, T-a-,
VA",
T-2-
1!-3" 2-9',
3-7-
4-9',
6-10"
7-2-
9-4!'
9-6-
, 10--g-
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.
Joist hanger
Web Stiffener Fastener Schedule
Joist Bearin L t'
Series Depth I End I Intermediate
BCI 5000si5
9-1/2"
1 2-8d
I 2-8d
11-7/8"1
2-8d
I 3-8d
14"
2-8d
I 5-8d
BCI 6000s@1_1-7/8-
BC16500so
9-1/2"
2-8d
2-8d
I 2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60sY"
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8
6-8d
11-7/8"
1 3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-1 6d
SIMPS(
w/ (22) -
NAILS 1
518"0
THRU
BOLT
SIMPS(
w/ (22)
NAILS 1
RTRUSS
'OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
\AIN. EMBEDMENT
SCHEDULEFOR
:_: AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
Plumbing
META12 TSS INSTALLATION
==2�
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
— — —
nstall tight to top flange. 4
.4
SLEEVE THRU STEM
SEE PLAN FOR a 0 44
0
FOUNDATION INFO 4'
STEM FOUNDATION
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap—
: k-
Backer Block-,----'
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. /doesn't meet
height
requirements
0.6 X Joist
depth
0 -_ — -
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
t��* SECOND H10A
(WHEN
SIMPSON H10A
REQUIRED)
w/
18) 1 Od
1 1/2"
NAILS
UPLIFT 1015#
1 JOA
1 1 /2'
015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4' 0"
CENTERED @ PIPE
00
PENETRATION�
12" BELOW
GRADE
4
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLN 1
SIZE & R
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
.7d - . L
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
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition, Engineers signature and sea[ is only for
the structural
engineedng portions of the drawing pages beanng
Engineers signature and seaL
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Cf)
3g
CL
E
0
'n
W
E
0
0
9
C)
C14
CD
LO
45
15
I=
N
C/)
V
-2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
INTERVALS NOT EXCEEDING
@ 16" O.C. W/ (2)
10'-0" (R302.1 1)
16d TOENAILS T & B
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
PRE ENGINEERED WOOD
APPLICABLE.
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE
111" DIA X 11/4" TAPCONS @ 24" O/C &
ROOF FLASHING AND ROOF FLASHING
HURRICANE ANCHOR @ EACH
@ 6" M,�� FROM END OF 2 x PLATE = E
COMPONENTS TO BE IN ACCORDANCE
TRUSS (SEE UPLIFT SCHEID.) W/
(2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4 Q
w/ R903.2, FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP,)
WWF OR FIBERMESH C0
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
. >
SHINGLE ROOF, SHINGLES To
BE IN ACCORDANCE w/ ASTM
El I 1�1 I 5�1 I Ittl II= 1 9
r---,
D7158-CLASS G or H, or ASTM
11 I-H
/-fili
D3161 -CLASS F, IN
I I I I I I
12
ACCORDANCE wl TABLE
ITY7P.) ARIES
Z TYP.) V
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION
(2020)
8
RESIDENTIAL
ROOF SHEATHING - SEE
INSULA LE
SCHEDULE - [RSHI - ON
TYPICAL INTERIOR BEARING
+
FRAMING SHEET FOR
5/8" OR 1/2" HIGH ----
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE 'X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) WIDRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTALJ
NAILER
STD, 90-HOOK (SEE DETAIL
SHEATHING AND FASTENERS WALL W/ UU I UFL111-'I
ELEV. VARIES4-) SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"&X16" KNOCK -OUT
BLOCK W/ 1 #5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
-ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.--/
1/2" GYPSUM WALLBOARD
U.N.O. (1) #5 VERT. IN FILL
CELLS(SEE
�FOUNDATION PLAN
1x4 P.T. BASE NAILER FOR LOCATIONS)
4"x4" INSPECTION
3 1/4" BASEBOARD z PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER TO CUT BLOCK OR POUR
MUNICIPALITY. CURB DUE TO SLOPE
CONCRETE SLAB W1 6X6 W
/-NOTE:EXTEND
MAMA WWF OR DECO FINISH 4" to 6"
"FIBERMESH" BE LOW GRADE
E
00
6 MIL VAPOR 2�
BARRIER 4
C14
COMP. SOIL.
0/
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D 1557)
(2) #5 REBAR CONT.-/ 3" MIN. CLR.
ON 3" CHAIRS TYP. 1'4' (11 STORY) STD. 90 HOOK (SEE
U.N.O. 1 4" V-8" (2 STORY) DETAIL)
TYPICAL WALL SECTION � �A
SCALE: 3/4" = V-0" �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 1411 O.H.D. RECESS
PAVERS--\ -T 2�
-\r -v -7R- 2
4
4
T,
10
SEE A/S3 OR J/S6-"- I LITT! =HF, PliIi Fil -Ir:-
FOR REINF. INFO. 13" MIN. CLEARANCE
1'.4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
118" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
60
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-10"
/-2x S.P.F. ST DS 16" O.C.
2x STUD
LOAD BEARING OR
EXTERIOR WALL
8" C. M. U.
1 "x P.T. STUD
#5 VERT. IN FILLED CELL
SEE CC/S3 OR C14
G/S3 FOR ANCHOR
BOLTINFO.
5/8"x6" "J" BOLTS BOLT
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 1 Od NAILS
2x P.T. PLATE
TYP.
ASSUMED FINISHED
GRADE
MONO OR STEMWALL
FOOTING MONO SHOWN
FOR CLARITY
00
z
NOTE:
*FOR BEARING WALL
W1 UPLIFT ONLY
-A!!
jj�
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"---, 4. 4 GRADE
00
LTJFJ�ITF 77F� I
- 11=111 :� - -I I I- � ff(l ) #5 REBAR w/ OPT.
'�11'1-firLIF-IF
�ElrLT-11 I I I 'I I=SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0i" "'i S3
EXPANSION JOINT
13
4
-4
Z
BLOCK WALL BEYOND
O.H.D. RECESS
0?
SEEA/S30RJ/S6-- -ILI�=jl �' r7-l-I LI' F, 1 -IP -
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STC 1 RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 Y-10" (R302.1 1)
5/8"'x 10""J" BOLT@ 24" O/C W/2"X3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
:.E
A=
6 MIL VAPOR BARRIER 4T::7-1 11 1
LI 11111 1 11
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1 557) -11 t -III-
411 11-411
TYPICAL EXTERIOR FRAME WALL F
5/8"OR 1/2" HIGH STRENGTH --�
(U.N.O.) (OR Y8" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 wl
(12) 10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B
SHEATH ING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
5/8"' x 10" "J" BOLT @ 24" O.C. W/
2"'x3/16" PLATE WASHER (TYP.)
ELEV. 0'-0" INK (ALT: 1/2"xl 2" TITEN H D @ 24"
A. F. F. O.C. OR 5/8"A O'WEDGE ANCHOR
@ 24" O.C.) 2".
ELEV. 4-3 1/2" z 3 1/2" MIN.
A.F
U- A?-
C)
-IV/IF
7v/11F
I I
\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH
BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ E
EACH END (WHEN PARALLEL) GARAGE WIA HABITABLE ROOM E
SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)
CONNECTIONS.
S.P.F. DOUBLE
TOP PLATE
___---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
(12) 1 Od NAILS
2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/
NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.)
(ALT: 1/2"xl 2" TITE N H D @ 24"
INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR
@ 24" O.C.)
IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
F-S STEP, SIZE OF FOUNDATION AND
Z2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
"' r' ' 0"' 1 ' "
x 6 .4 1.4 INCLUDE THE WALL
WW W1 XW ATTACHMENTS
F OR FIBERMESH 3 1/2" MIN.
�j
J.
V-
-'I 1/2"(min)- V
�LILFI 11
L
FRUSS BOTTOM CHORD OR 2x4 #2 SPF
LOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
ACH END (WHEN PARALLEL)
EE UPLIFT SCHEDULE FOR UPLIFT
ONNECTIONS.
2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C.
.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 11 (R302.1 1)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 1 Od NAILS
x P.T. BOTTOM PLATE
6 x 6 W14 x W1.4
WWF OR FIBERMESH
C14 ii: I I [ . I . ti� A . , . I,- . h . I . -1 1=1 I r=
00 00
1 1 /0111-iiin All =1 I F:: 11 1=1 I
J. 7
T -m T -11-=, 11 117:7::1
0
(2) #5 C INT 41' 1'4"' W
U.N.O. MIN.
TYPICAL BEARING WALL STEP SHEARWALL C
"SHEAR WALL" SCALE: 3/4"=V-0" III S3
2x STUDS @ 16" O/C
W �McOs
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
3RD LAYER 1/8" THICK. 1 5 K.O. BLOCK
I r
(2) #5 CONT.
4"
1=1 I F-=1 I I I-
=11-
U.N.O. MIN.
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
2X PT PLATE 20" MIN. LAP [24�'MIN. LAP] #5 REINFORCING
WEEP SCREED INSTALLED = 77� r -, BAR
PER MFR INSTRUCTIONS #^3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
I rGRADE 60 MIN F
1/2"(min 4"�
lYt-'IUALL$t:ANINUVVALL�CV,-.-)I 11-- CC
SCALE: 3/4"=V-0" S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
vv' ' "J'
10d NAILS
2x P.T. PLATE --
SPACE ANCHOR
R
BOLTS 6" MAYROM
ATr:
END OF 2" x PLATE
-j
C/)
FINISH GRADE 00 2 25" MIN. LAP 1 0-
[30" MIN. LAP]
IL - I X
60 ><
1 11 AIAI /<
I=- 1 �im Cl)
#5 REINFORCING BAR R 17/8"
#5 LAP SPLICE
NG
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BID.
2,11 1/2" FROM SLAB
9 CONT. BEAD SEALP
INTERIOR
-3 1/2"
A
CONCRETE NAILS W 11/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB--.
00
E
6 MIL VAPOR 9 1 FEI -
BARRIER
[ 4" 14"]
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0"
36!' M I N. LAP [36" M I N. LAP]
/7- 777� 101.
'-#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE REBAR DETAILS rF`��
SCALE: N,T.S.
SEE PLAN
FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD
AT 24" O.C. MAX. FOR TRUSS
SEE PLAN FOR CONNECTION INFO
& LAYOUT DESIGN
TOP OF BEAM vil SEE ROOF PLAN
C?
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
_ 2X4 I 2x4 #2 SYP P.T. FRAMING w/
ZTE
/-1/1S6"
MIN 7/16" O.S.B. SHEATHING
z ATTACHED PER NAILING
0 SCHEDULE OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
COLUMN LOCATION
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
LU COLUMN SIZE AND BASE
U-1
LU CONNECTION INFO. SLAB STEP & RECESS 6dv"S.G.D. M
-2X STUDS @ 24" O.C. U.N�O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0"
SEE DETAIL 16/D1 FOR w/ 1/4"1 TAPCONS AT 8" MASONRY WALL AND
GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING
ATTACHMENTS & 18/D1
�:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLr
TO FOUNDATION P/
-INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.
0
ON FLOOR PLAN SIZE VARIES PER PLAN
CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS
00 GRADE
FILLED SOLID (SEE PLAN FOR
Lu
6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) LU 2E
C�! Es LU
Uj
WWF OR FIBERMESH / , LU
1-- 1 LU Uj
A 'd D 11 0 LU U)
K PAVERS or SLAB PER 00
U-
�'OM M U N ITY S PECS U)
0'-0" FIN. FLR.6*
N"`-FOC
(2) #5 CONT:---
ON 3" CHAIRS
(TYP.) 8"
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 U-10" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4 i
WWF OR FIBERMESH
1 �Mpi M-n-
Ir
r 9
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT rG
SCALE: 3/4"=V-0"
VARIES
1 1/2" RECESS FOR --�7 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) I WWF OR FIBERMESH
ION
0.
TAPERED COLUMN FRAMING D1
SCALE! 3/4" = V-10"
L0
CD
C=
C=
7E.
Q) CD
Cj
CID
W
Cj
�,O
n
L
-Y,
To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and seal.
W
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LO
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V)
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
--SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION.
SEE PLAN FOR HEADER
CONNECTION SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
-----2x DEAD WOOD @ MID
POINT w/ (3) 12d
MIN. EXTENSION FROM
1_
VENT OR 2ND FLOOR
TYPICAL C,M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/81, 8" 7 5/8" 8"
EI] v
-SCLID AREAS ARE
7 5/8" 8"
TONEAILS SPACED STEEL AND GROUT
EXTERIOR FACE OF BLOCK
DOUBLE 2x TOP 4
EVENLY
PLATE WALL IS 1 1/2" MAXIMUM
INTERIOR
WALL
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4" [lull
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S. P. F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
_j AS REQ'D
2x BLOCKING @ MID
F. POINT EVERY OTHER
S
STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
-4.
SIMPSON SP1 W/ (10) 10d
NAILS AT EACH STUD
2x P.T. PLATE
b/8" X 10" "J" BOLT @ 2411 O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
- -
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK mp�_
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
�—ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
CL_ DOOROPENING —**]—DOOR OPENING
TO DRAIN
EXTERIOR Fol
WALL
WALL CLEAN —OUT _'N� F1
rA
SCALE: N.T.S.
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT
SCALE: N.T.S.
KNOCK -OUT) #5
BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
STD. 9
8" d'HOOK 8"
LIN TEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0" WIDE (U.N.O. ON
PLAN
OPENING
FILLED CELL W1 (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
1,EE
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.
Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL --
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
----
�
Uj
>
0
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
j
2X4 (NO M.)
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
GARAGE DOOR-----_
8x8x16 C.M.U.
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
BOTTOM OF MOUNTING R
_"�OURED CONCRETE BASE FOR
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
VIV
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
<
TYPICAL (U.N.O.) C��
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x1 6 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFFR LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
FOP
iARAGE
lOOR
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER]
TYPICAL GARAGE DOOR BUCK � �K
SCALE: N.T.S.
�4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ, AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EAEND
EAEND
EAEND
EAEND
SIMPSON
(1)
(2)
(1)
(2)
(1) LSTA30
(2)
(3)
(2)
(2)
(1) LSTA30
(3)
(4)
(2)
(4)
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
VIER T'
NOT RE'
W'THOL
SEE FLC
REQU IR
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 EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
"-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
�4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 2;0-C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
RECESS
LINTEL
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
(TYP) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATE
RESISTIVE BARRIER7�A
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
OIC FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 wl (8) 1 0dx1 1/2"
B
NAILS AT EA. TRUSS VERTICAL WEB
EA
'ENT
(24" O.C. MAX) wl MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY
WALL DETAIL
SCALE: N.T.S.
- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 1 Od @ 3" O.C� (14
���.S PP L 11 C E NAILS TOTAL) EA. SIDE OF
SPI
SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W1 IAI 16d TOENAILS
TOT6PPLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S.
F= 2240 LBS
SIMPSON C
SIMPSON SP4 SP2
P.T
ATE'
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
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSC
SP4
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
L.0
Q
� a
U)
2x TOP PLAT E -/
V
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE
rp
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL//'�j
SIMPSON SP4
2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
'(6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
& NUT
'OXIED A.T.R.
& NUT
DXIED A.T.R.
& NUT
2X8 P.T. BOTTOM PrTE
\- 518"xl 0" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
2X8 P.T. BOTTOM
PLATE
518"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ Z-10" O.C.
-MASONRYWALL
1 Od NAILS @ 4
1 Od NAILS @ 6" O.C.
A
STAGGERED
D
A / N N TRANSOM FRAMING
0
BEYOND.
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
OIC BOUNDARIES 6" O/C EDGES 10 SHEATHING
& 8" O/C FIELD
o SIMPSON SP4 wl (6) 1 Od x 1 12"
(USE SP6 FOR 2X6 WALL, USE —PLYWOOD
SP8 FOR 2X8 WALL) SHEATHING
o SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY--
5/8"X10" J-BOLTS @ 24" O.C.
e SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN, 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
rR
REV. 06.24.22
SCALE: N.T.S.
LU
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ess
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineer's signature and
seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature an d seal.
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NO: 23-06126
SCALE AS NOTED
SHEET NO.
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Cm
LO
18
C'4
t8
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LO
to
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SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"x2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAILw/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN, FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 1 O/S5 BACKNAIL w./ (2) 16d NAILS
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.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)-\
IF >9" SEE 1 O/S5 MAX ' 9"
BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS
[ I� r MAX, 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
17 SCHEDULE FOR SHEATHING DETAIL ."" .(' Cf1UE:M"1 C EnD CUE:A-rqmt-7� IF >9" SEE 10 5
45'±
45'±
45*
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO
3 BRACE
SCHEDULEFOR
V
APPROX. 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@4,Kl SKER
@ 8'41 O/C.
8 _O�O/C
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
Nz
BLOCKING
7/16" OSB SHEATHING
ATTACHEDW/10d
GYPSUM WALL BOARD
[��1/2"
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
1 7n ')" C" D 7 01 ATE:
SLOPE OF ADJACENT SCISSOR TRUSS)
DETAIL
2"x4" CROSS BRACE---\\
x
APPROX. 8" FROM
RIDGE FASTENED AT
X
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EA. END
BRACE TO EXTEND
EACH JOINT wl (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
JiK
rl"
AT LEAST 90% OF WEB
TOE NAILS @ EA, END
GABLE IS 4'-l" OR
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
SHORTER)
GABLE TR SS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
/-1/2"
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
�,-2X4 "T" ON TOP OF PANEL
III 2x4 PANEL BLOCKING @ 48" O.0 A 2x BLOCKING L"�" BLOCKING, FASTEN WITH
A 2"x6" P.T. SILL NOTCH 1" BRACE HERE . FOR-' y
2x4 "T" ON T6P OF PANEL BLOCKING�' \-WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO '�"
@ 48" O.C. SIMPSON METAII 2 w/ (7) 1 0dx1 1/2" NAILS AT 6-0. INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
hAnlQTl 1101: PAODMID 1 Odx3" nn 4" O/C N
1/2"x8""J" BOLT 32"O,C. MINIMUM 6" FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,-
GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
� �5
SCALE: N.T.S.
�'15�
LTITEN ON OUTSIDE
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
SEE STRUCTURAL
CHORD BLOCKING
NOTES AND NAILING
x
x
INFORMATION
00
00
SCHEDULEFOR
SHEATHING DETAIL
BACKNAIL w/1:/
A
(2) 16d NAILS
-WOOD TRUSSES
00
00
2"x4" CROSS BRACE ----
APPROX. 8" FROM
-2x4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O�C. ON TOP OF
EACH JOINT w/ (3)
</
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
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
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48"O/C FOR THE
(2) 16d NAILS
-2x4 BLOCKING @ 24"
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C w/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
TUE I ACT I ARAIKIA-rInKI
/(ZPArr- A4Q (U4()XA1K1 P(')P 'A-Pl V1
2x4 BLOCKING-,,,,,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED
4�
L
10d NAILS 4'
O.C. TYPICAAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAI
SCALE: N.T.S.
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W/ 1 Old NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB —/
SINGLE 1" BRACING DETAII_r6_'�
SCALE: N.T.S. ���5
DIAPHRAG
48" O/C I GABLE TRUSS
BLOCKING @
TRUSS VERTICAL
L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d (2) 2"x8" "L" BRACE J
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
16d PER SIDE
SECTION C3 SECTION K*4 SCISSOR GABLE "T" BRACE
SCALE: N.T.S. �5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S.
REV. 06.08.22 @
MAX. 9"
UNSUPPORTED, 8d @ 6"O/C
IF >9" SEE 1 O/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLETRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTAw/(4)
E O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS BLOCKING & (4) 1/4"x2 3/4"
SEE PLAN FOR TITEN TO CMU
%jr
2x4 "T" ON TOP OF PANE
L 2x4 BLOCKING W/
EXT. WALL CONN.
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FAI
1 Odx3" @ 4" O/C
(2) 12d TOENAILS
P
NON - LOAD BEARI G LOCATION �D
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -
SECTION (�
9
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0"
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
8�
ADDITIONAL INFORMATION,
SCALE: N.T.S. �5
SCALE: N.T.S. ���5
IINIMUM 2x
2OSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
12"
�SH SCHEDULE
,TTACHMENT
? SYP BLK'G @ 16" O.C.
I x 0.131"
AILS EA. SIDE
. 2x4 #2 SYP w/ 1 Od
XO. 131 " @ 8" O.C.
ALTERNATE NON -DROP -
GABLE END DETAIL ri 0""�
SCALE: N.T.S. �5
1 GABLE TRUSS
S5
1" BRACE W/ 1 Od @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX. AND LOCATION)
S5
S5
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
1" BRACE W1 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
0
0
z
W
\-BRACING w/(3) 10d x3"AT
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
.BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4"(U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
01011- 31-01,
T-O" - 6-01'
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS
TO PLATES (TYP.)
1--CONT. BEARING ...... �' .- _-
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DIET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
Ll
INS
mm
IM
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) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCS]
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Enginee�s
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 PER -
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 WEI
------------- /
DOUBLE 2x S.P.F, TOP PLATE - ATTACH 2x STUDS :�
TO TOP PLATE W1 (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) 10d @ 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. WB 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 !9 1000
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�I�iiiiii
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
\PER PLAN
GYP WB (OR 5/8"
1/2" HIGH STRENGTH OR 5/8
GYP. TYPE " 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
BAND JOIST TYPICAL
1x WD FURRING @ 24" OJ
BASEBOARD
MIN. 2500 PSI CONIC. SLAE
MIN. PSI MAY VARY PER
MUNICIPALITY
4
19
CN
Cl)
1�— zmm 11-1
6x6 . 1
Tif
S-, I=U11 7=1 151
WWFORFIBERME
'W1 4xW1 4
A
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 WALLSHEATHING TO
(2) TOP PLATE W1 8d @ 4"
O.C., 2 ROWS
1x2 NAILER
_j LU PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
CO FOR MORE INFO
Uj
jj
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
LAYER 1/8" THICK.
'ru
INSULATION PER
CHART ON FLOOR PLAN
(" B �R
S6 S6
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 TIOOK (SEE DETAIL)
8"&'X16" CONIC. KNOCKOUT
BILK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
(71)
U-1
4"X4" INSPECTION PORT AT
J_
EACH FILL CELL TYPICAL
UJ
Cn
0-
AT GARAGE CONTRACTOR
C14
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
411to 6" BELOW GRADE
/FINISH GRADE
A
A
A'
A
\-STD. 90'HOOK
(3) # 5 REBAR ON 3" CHAIR
(SEE DETAIL)
Tr
W/3" MIN. CLEARANCE 4"
TYP 2-STORY WALL SECTION
REV. 03.16.21
SCALE: 3/4"=1 0"
SI M PSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAI LS TO
ST
2nd FLOO
BEAM/GIR
2ND FLOOR FRAME CONNECTION
SEE JIS-6 FOR ADDITIONAL INFORMATION.
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----.
BAND JOIST
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAIL
@ 24" O.C.
/\ \
1st FLOOR WALL
S I M PSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
'END SHEATHING TO
)F BEAM OR GIRDER
TE W1
O.C.
IOR TRUSS/JOIST
2"x BOT, PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: * USE
LTP4 & EXTEND
SHEATHINGTO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL 'IT" AND CORNER
DETAILS
SCALE: N.T.S.
'\, �6
E
S6
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
qSIMPSON
00
SEE FRAMING WEEP SCREED
C)
PLAN - "
INSTALLED PER MANUF.
CE @ 48- HETA20 W/ (8) 1 Odxl 1/2"
2"X4" CROSS BRACE @ 48" T
O/C FOR THE 1 ST Z-10" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W1 (2)10dx3" @ EA. BLOCKING & 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" `l`l �6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1 - - -
2"x BOT. PLATE
(2) 10d @ 6-1 0.(
PRE-ENGINEE
FLOOR TRUSEE
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6) 1/4" x 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W1 8d @ 4'1 O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
I-
WEEP SCREED
U
u
:1
INSTALLED PER. MANUF.
U
SIMPSON HETA20 W/ (8) 10dX1 1/2"
NAILS AT EA. TRUSS W/ MIN. 4"
EMBEDMENT IN KO BLOCK
B
SCALE: 3/4"=V-0"
S6
B.U.C.
(8) 1 Od NAILS TO
STUD PER STRAP
FLOOR SYSTEM
SIMPSON MSTAM36
MASONRYWALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS)
0�
SCALE: 1 1/2"=V-10"
"6�,)
NOTE: SEE TYPICAL WALL
',,,--SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP W.B. MIN.@
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY— -
@ INTERVALS NOT
5/8"DIA. x 10" "J" BOLT W1 8"
EXCEEDING 10'-0" (R302.1 1)
EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 w/ (10) 10d
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C.
TYPICAL TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
, .
—A . : , , , , , . - .:
4,.
1 —11 P-
'd 4
-t(3) #5 CONT. ON 3"
CHAIR W/ 3" MIN.
8' 11-81' 81,
CLEARANCE
INTERIOR 2-STORY FRAME SECTION �'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6
ADDITIONAL SLAB INFORMATION.
15/32" OSB
A/
EXPOSURE1
SHEATHING
x
PROVIDE
BLOCKING AS
REQUIRED PER
ci SECTION X-X IF
U�' NOT FULL
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BEYOND
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Lu
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3/8" "S" = NAIL
SPACING
3/4"112, 112"
S
S
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SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
S.
SPF TURNED VERTICAL w/ 7116"
FILITCH PLATE TCw/ (2) 12d
TOENAILS EA, END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ Y O.C.
STAGGERED FOR SHEATHING
SECTION X-X
19 t4bb
2x CRIPPLES @
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TOENAILS T/B
10d NAILS @
8" O/C TYP.
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CRIPPLE STUD
TYPICAL (U.N.O.)
�0,
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
Lu
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
...,
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u)
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NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
LL 7
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0 �
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NOTE:
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. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
REVISION 12-7-2020
BOX HEADER
ONLY
SEE PLAN FOR REQUIRED ---
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
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
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
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
BEAM
2x BLOCKING HORIZON
@ INTERVALS NOT
TAtp(_�
�.11)
EXCEEDING 10'-0" (R302
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W1 6x6 W
WWF OR FIBERMESH
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W/3" MIN. CLEARANCE
ALTERNATE FOOTING
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
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
T-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
O/C
_2X STUDS @ 16
7/8" STUCCO FINISH PER ASTIM 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
WEEP SCREED INSTALLED PER. MANUF.
2X P.T. PLATE
00
FINISH GRADE
0?
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ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, information and belief,
the structural
plans and specifications contained within these
dra ings comply with the 2020 Florida Building Code -
Reswidential
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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2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12
FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER
MAINTAIN BETWEEN-!"
AND -1" GAP TOP AND
2
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
X.�lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
,�2X4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
SYP CUT TO FIT 77
A�RS IN WALL
—2x12 SYP x BLOCKING FOR 2x12
BEARS IN WALL
x4 PT UNDER 2x12
—2x6 SYP ROVIDE MOISTURE/
PROTECTIONY
�S
LZ S
ATTACH ALL COMPONENTS
?x4 qYP R1 OCK'ING\l OF STAIR TO CONC. W/ !.'X
4
P T Pt
CO M X 3
32
2,
,..0
0 C
FOR STRAP C
2x4 PT NOTCHED INTO STRINGE (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" 0. C.
AND NAILED TO FLOOR WITH GLUE A
AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" -ATTACH ALL COMPONENTS 1x4 GLUED AND
.41 NAILED TO STRINGER
NAILS) OF STAIR TO CONC. W/ " X
2 -41" TAPCONS @ MAX. 32" O.C.
(I EW "All
SECTION VIEW "B".
SCALE: 1" = V-0" SCALE: 1" = T-0"
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
I 2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
G-1 SECTION VIEW VIC11
SCALE: I"= V-0"
TOP OF
STRINGER
STRINGERS
2x4 BLOCKING FOR 2x12 SIMPSON A135
2x4 PT UNDER 2x12 OR LSC EACH
2x4 SYP BLOCKING
FOR STRAP
I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/
D NAILED TO FLOOR WITH GLU� (14) 1 Od x 1 1/2"
STRINGER CONTACT POINTS NAILS)
SCALE: -21" = 1'-0" VVIALL
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
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'
\ 61,
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
CTION VIEW "ID".
SCALE: 1 V-0"
z-----i3'PLYWOOD
—2x SYP CUT TO FIT
BEARS IN WALL
,--�2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 " = V-0"
-2x4 GLUED
AND NAILED
SECTION D-D
SCALE: 1 " = V-0'.
SECTION VIEW "Ell
SCALE: 1 " = V-0"
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
FLOOR TRUSS OR
GIRDER, FIELD VERIFY
(2) LAYER J" EDGE GOLD
OSB OR PLYWOOD
OR 1 2"X16" LVL
4
ATTACHED W/ 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "Gll
SCALE: I"= V-0"
CONN. TO BOTT
OF NEWEL POS-
PER CONTRACT
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST
BLOCKING
SCALE: 1 " = V-0"
(WALL JOINT
YWALL TO
/ER JOISTS)
STUD NAILED AND
JED TO TOP PLATE
CUT INTO RIM BAND,
JED AND NAILED TO
�RING WALL BELOW
WALL JOINT
YWALL TO
IER JOISTS)
1 POST LET INTO
LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO,
(GLUED AND NAILED)
FLOOR
TRUSSES
—3/4 PLYWOOD
R--3/4
PLYWOOD
SYP
2X B�OCKING
3/4" RISER CUT TO FIT
2X4 SYP BLOCKING
ON DECK
"I
ON DECK
----
BEAM
SIMPSON MT
2 w/
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
'�x8
H 2x4 SYP BLOCKING
"11��xI3
'11'.2x8
BEARING
IN WALL
(14) 1 Od x 1 1/2" NAILS
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x I
SYP GLUED
FOR STRAP
SYP GLUED
DOR
BOTTOM, GLUED AND
1/2" NAILS)
AND NAILED TO
(SIMPSONMTS12w/
AND NAILED TO
SYP
�3
2X BLOC ING
NAILED TO STRINGER
FRAMING
(14) 1 Od x 1 1/2"
FRAMING
GLUE[
RIS R
2X4 DRAFT 2x12
NAILS)
—2x4 DRAFT
NAILE1
VARIES
STOP TREAD
STOP
TO
2xl 2 TREAD
GLUED
FRAMI1
G
GLUED AND
NAILED
AND
NAILED--X
SECTION
VIEW
111-111
2x4 BLOCKING,
f/A
I
SCALE: 1" = V-011 -
2x4 PT NOTCHED INTO c3ugj— 1 r-1--1 \ I
STRINGER AND TAPCONED \ fW SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU��� NOT TOUCH STRINGERS
AT STRINGER CONTACT L2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW,
SCALE: f", = V-0"
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
L 't2x8 SYP DRYWALL STOP MUST
Ix/NOT TOUCH STRINGERS
GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
H
SECTION VIEW
SCALE: 4" = 1'-0"
NOTE: 2x8
DRYWALL STOP
NOT SHOWN
SECTION VIEW,
SCALE: I,-o,,
2
STAIR CONSTRUCTION DETAILS
(IF I 1X17 REDUCE SCALE.5) SCALE: AS NOTED
L
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Flodda Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers
signature and seal.
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W
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT
TO PRODUCT APPROVAL FOR CONN.
X4
APPROVAL FOR CONN.
APPROVAL FOP CON 119 77 —7, 7 7-7 7\ x4
1x4 P.T.
FURRING
3/16"0 X 3" LONG FURRING
(2) ROWS 3/16" x 3-1/2"
16"0
3-1/4" LONG X 3/ FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8
TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8
BLOCK@ SPACING O.C. 2-ROWS INTO
PER MANUFACTURE 1" DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH
1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS
1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3" DETAIL
116" x 3 -1/2"
TAPCON @ 16" 1x4 P.T.
DOOR JAMB (REFER
O.C. & 4" FROM 1/2" DRYWALL
APPROVAL FOR CONN.
TO PRODUCT 1x4
EACH END W/ MIN.
TO PRODUCT
DOOR JAMB (REFER DOOR JAMB (REFER
TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16"
x 3-1/2" TAPCON @ 16"
APPROVAL FOR CONN. 1x4
(2) ROWS 3116" x 3-1/2"
O.C. & 4" FROM EACH
FURRIN(
7 1 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
L 2x8 P.T. ATTACH SECOND PLY w/
4" FROM EACH END w/
L 2x P.T. AS REQ-D MIN. 2" EDGE DIST. (2) ROWS 1 0dx3" 2x8
STAGGERED @ 12" O.C.
2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc_��
SCALE: N.T.S. SS
N 1X4 1/2"DF
1X4 U
N
X
4 1" F28
IKI 1 y5z
2," E, �j 6"
IST.
i)D
W/
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x3 1/4" TAPCON (1 1/4" MIN,
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH
(4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/BLKG.
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHCR—'
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INTO ARCH BLKG. PER
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
�S
7A
X 8
AjKl r),zl:z
2 x 8 BUCK - CONNECT TO BLOCK
2'-0"
WITH
1/4" x 3 1/4" TAPCON (1 1/4" M IN.
/4" MAX EMBEDMENT IN��K.
2'-0"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG, & BUCK
8 d NAILS @ 8"O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
PROVIDE 2 x 8 DIAG. BRACE B TWN"\
NAILS AT EA. END
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
)0
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS L EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
13-13
ARCH DETAIL rK
SCALE: N.T.S.
� �S
SECTION
A -A
811
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
—2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Old NAILS
AT EA. END
\_ PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAID.
SECTION
B-B
8"
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4" 12d NAILS
MIN. OF START OF
ARCH
4- MAX. RAID.
START OF ARC
EQUAL
MAX. 8"
PROPER INSTALLATION
#5 REBj
(TYP,)
4
STD. 90'
FILL SOLID
HOOK
BOTH CELLS
t7
1
1�]L
I
NOTCH WEB AT
A
+5
FIRST 2 COURSI
-,APACITY 805 # FOR 1 STRAP
1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 114"x1 112" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4Y2" 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 IMPSON
H2.5A W/ (10)
2X6 TO 2X4
8d NAILS
S
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
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
Z
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'4' MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS D
EPTH
.
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 112" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W1M. AT PERIMETER
WHERE THIS CONDITION
#5 CONT. TOP & MID OCCURS
WITH MIN. 3" COVER 6'-0"
=1
. t� . 4 - - --.I -
k EIIF,�jii 11
GRADE
C14
C14
his (2) #5 REBAR. (1-STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
.20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
L, lr:�,, �iii �iii C�l iTii� 1,
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21 SCALE: 3/4" = V-0"
\_ FILLEDCELLPER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
A%*
�R
4P
,11411
YP.)
THE
�S
4#
#5 REBAR (TYP,)
2C 1TD, 90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
LIE:17
BRG WALL TYPE -
PER PLAN
2x2 #2 P.T. MIN,
FASTENED PER NOTE
2 BELOW
CONT 2X4 NAILED TO
BLOCKING W/ 2-12d NAILS
ALUM DRIP EDGE
2x SUB FASCIA
L- CONT VENTED OR SOLID SOFFIT
2x BLOCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
CMU w/ 3/116"x2l" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/
MIN. 1" EMBEDMENT @ 16" O.C.)
WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
STRUCTURAL SOFFIT
SF01REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
SCALE: 3/4" V-0" FOR ALUMINUM SOFFITS >1'-4"
MID BLOCKING NOT REQUIRED
FOR VINYL SOFFITS > V-0" SHALL HAVE MID
BLOCKING PER R704.2.1
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
+
+
+
+
+
+ +
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO T-13"
* DOUBLE 2X4 SCAB FOR Z-15" TO 4'4' O.H.
1 4
(2) 1 Old NAILS @ 8" 0. C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
+
+
BLOCKING AS
11
REQUIRED TO
+
'11�� +
+
SUPPORTSOFFIT
+
�RU
DO
04
SS AS
UBLE
SHOWN F(
2X4 SCAB ,
Q 121 1 " I
To TRL
+
CENTER SOFFIT
J
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX. 4--o")
SECTION @ ROOF EXTENS
ION rM
SCALE: 3/4" V-13" 7
SS
qFF.qHFFT nq Amin
SIMPSON HTT4 W1 (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDW/ SIMPSON "SET'
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3,
NOTCH"WEIB Co) FIRST COURSE
%*
z
0
U_
I-_
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED —
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
/—ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
—2x BAND JOIST W/ FACE NAIL 10d
TM CHORD, AND (8)
@ TOP & BT
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
-SIMPSON HGAM1 OKTA @ 12" O.C.
w/ (4) 1/4xl 112" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
H RETROFIT FOR MISSING EMBEDDED STRAP
SS j SEE TYR 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S.
FILL 1 st 4 COURSES
SOLID W/GROUT
A
CONTACT ENGINEER OF RECORD FOR
FOR OVERHANGS BETWEEN OVER 1 112"
FURTHER INSTRUCTIONS.
OVERHANG-L l-
4.
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D,
1 1-01# 51-011
I INISH FLOg
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SCALE: 3/4" V-0"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"X5" MIN. HOLE SET BAR IN
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TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
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FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
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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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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
SEE ROOF
PLAN SHEATHING
E
AN SHI
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
N TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER TRUSSES HIP
SIDE OR BOTH IF REQ'D) G. T
(2) 12D NAILS —
AT 12" O.C. MAX
wip/pinnp Pi nIrwimr, nPTAII
SCALE:NTS
(2) 2x8 #2 SYP w
O.S.B. FLITCH PI
TOP @ TRUSS E
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE 2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL
SCALE:NTS
TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O.
SIMPSON LSTA18
PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN VERTICAL SCAB 2 x 6
wl (12) 10d NAILS SIMPSON HUC41 0 w/ (14)
L.SEE 1,
FOR CANTI
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4)
IT LANDS NEXT TO 2x8 BLOCKING NAILED @
CENTERED AT 16d INTO HEADER & (6) —
SPLIT TO TIE
1
10d TOP & BOTTOM
INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS
BEAMS TOGETHER 10d INTO BEAM - SEE
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A wl
ROOF PLAN FOR MORE
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS
INFO
ra___SEE
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH
FLOOR PLAN FOR
'�"_L-7o
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
COLUMN SIZE& BASE
OSB FLITCH PLATE
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
TIE
SEE FLOOR PLAN CONNECTION INFO
FOR COLUMN SIZE
REQ'D ONLY WHEN
INDICATED ON BM.
2x4 #2 SYP NAILER. NAIL
/--COLLAR
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 41: --�Z EVERY 3rd
& ADDITIONAL INFO.
lli__�7/16"
SCHEDULE/PLAN
TO STUDS w/ (3) 16d AT
EACH STUD - TOENAIL
ROOF AND EXTERIOR
2� ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7,
OSB FLITCH PLATE
SEE FLOOR PLAN FOR
RAFTER
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
REQ'D ONLY WHEN
COLUMN SIZE& BASE
EACH TRUSS TO NAILER
SHEATHING ATTACHED
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
INDICATED ON BM.
OPTION A
CONNECTION INFO
OPTION B.
OPTION C_
w/ (3) 1 Od
PER NAILING SCHEDULE
O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"
SCHEDULE/PLAN
SEE 2ND FLOOR WALL SECTION
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED wl (3) 12d WOOD SCREW EACH
TRUSS OR SIMPSON
FOR ADDITIONAL INFORMATION
NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS
COMMON BM. TO POST ATTACHMENT
/"' �A
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10)
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C.
SEE ROOF PLAN
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-<�_ B-N
FOR BEAM SIZE &
SCALE: 3/4"=V-011
IF 2x DOUBLE LEDGER,
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS
7
CONNECTION INFO.
��
BM, SP LICE OVER
CENTER OF POST
ATTACH FIRST PLY
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL)
w/ (4) 16d NAILS TO EA.
PRE-ENG. TRUSS
A A
END OF TRUSS THEN
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. TOP
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS
SEE PLAN FOR
TOP OF BEAM
ATTACH SECOND PLY
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
M--/
w/ (3) ROWS OF 16d
DIRECTION TYP. A
NAILS AT 24" O.C.
DIAGONAL--� 2x8 #2 SPF RIDGE BEAM
AT 8'-0" ��-WOCFD
x
SIMP�ON LUS26 w/ (8) 1 Od NAILS
ZSEE
MAX TRUSS .v it 2x6 #2 SYP RAFTERS FOR SPANS 4FT
SIM PSON MTS1 8 w/ (14)
OR IF 2 PLY TRUSS SIMPSON
TO 8FT 2X4 RAFTERS FOR SPANS LESS
10d NAILS TYP. U.N.O.
SEE PLAN FOR SIMPSON
LUS26-2 w/ (8) 16d NAILS TO
FI-OOR FRAMING PLAN
x THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od
CANTILEVER IF MTS18w/(14)
LEDGER
AND J/S6 FOR MORE INFO.
COMMON TOENAILS TO TIE BEAM
SEE FLOOR PLAN FOR
COLUMN SIZE &
INDICATED 1 Od NAILS
2X1 0 #2 SYP CONT. LEDGER w/ (3)
VERIFY WITH PLAN FOR
TYP. U.N.O.
LOCATION AND DIRECTION
2X4 CONT. A CONC.MASONRY
8 'T
ADDITIONAL INFO.
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
T & B CHORD STEEL OR WOOD
DI
(WOOD COLUMN SHOWN)
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
BEARING SUPPORT
MIDDLE
FLOOR TRUSS, 24" O.C. MAX. (AT
C)
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
A -A ALTERNATE BLOCKING
CORNER
SECTION AT
LOW ROOF r9
SEE
r
FOUNDATION
DETAIL @ INTERIOR BEARING
I PLAN FOR MORE INFO
5"
SCALE:NTS
V�' vj N
SCALE:NTS
----------ZWOOD J
COMMON BM. ATTACHMENT r18
TRUSS
�4 PROVIDE BLOCKING AT ALL TRUSS BEARING
SCALE:NTS
SUPPORT WHERE TRUSS DEPTH EXCEEDS
TYR WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT
SCALE:NTS
,gk VARIES
2x STUDS @ 16" O.C.
x x ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
w/ SIMPSON SP1 w/ (10) 1 Od
rx
ATTACHED PER
ADDITIONAL
8d NAILS AT VALLEY TRUSS
NAILS AT BASE & SIMPSON
NAILING SCHEDULE
2x4 #2 SPF BRACING @
OUTLOOKER
4" O.C. INFO.
SP2w/ (12) 10d NAILS AT TOP
EXTERIOR SHEATHING
INFO.
16" O.C. W/ (4) 12d —VL- — COMMON TRUSSES.
ATTACHED PER
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP SEE TRUSS PLAN
2x4 STUDS w/ SIMPSON NAILING SCHEDULE
TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION
SP1 w/ (10) 1 Od NAILS
I EACH END (BETWEEN TRUSSES
STRUCTURAL SHEATHING
NAILS TO TRUSS INFORMATION.
SPIFTOP
AT BASE SEE J/S6 FOR
GABIL
1 (2) 12d NAILS TO EACH VERTICAL
ATTACHED PER NAILING
BOTTOM CHORD PLATE
MORE INFO.
TRUSS
LOW ROOF/WAL
STUD)
SCHEDULE
SHEATHING ATTACH<EE�
SEE PLAN
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
VARIES W/
,JVARIES
FOR WALL LOCATION
2x4 BASE PLATE W/
1/2" PLYWCOD—
NAILS @ 16" O.C. ALONG W/
ROOF SLOPE
SIMPSON LSTA30 w/
SIMPSON MTS12 w/ (14) 10d x
(22) 10d NAILS OR
A
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
WOOD WALL-\
SIMPSON MTS1 2 w/
EACH COMMON
BELOW @ 16" O.C.
OR TRUSS. �--2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
xx (14) 1 Od x 1 1/2" NAILS
TRUSS/ FRAMING
TYP TOP & BOTTOM
SEE PLAN 16d COMMONS
16" O.C. W/ EXTERIOR
TO FLOOR GIRDER
Ilk NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
xx
STUD TYP. T&B
PER NAILING SCHEDULE &
MASONRY WALL BELOW: SIMPSON
PLYWOOD
(3) 12d TOENAILS TO
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR
SEE PLAN FOR PLATE BELOW
MASONRY WALL
A
4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM
TOP OF WALL &
OR BEAM
BEAM BE LOW: SIMPSON HTS20 w/
% .0 MIN. 2x4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM FLOOR GIRDER
SEE TRUSS PLAN
4. (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C.
Z(2)
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR SEE PLAN FOR
. A
.
TO GABLE TRUSS
LOW RbOF TRUSS W/__/
2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE @ 3" FROM EACH END &
DIRECTION CONNECTION
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE Ll� 16" O.C. MAX.
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 w/ (16)
SHEAR TRANSFER
INFO.
SECTION @ FLOOR
FOR CONNECTION
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
16d NAILS AT EACH END
EXTERIOR. WALL
SECTION @ ENTRY (7N),
CONNECTION r2 2
SECTION AT
HIP GABLE
SECTION cv BUMP OUTr3q'N�
SCALE:NTS
SCALE:NTS
SCALE:NTS
SCALE:NTS
SCALE:NTS
I
DETAILS
& SECTIONS
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's
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 TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
N
EXT SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
BLOCKING INFO
(2D
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
S SEEFOR 2 OF MASONRY & 8d
EEFOR
BLOCKING NAILS T/B FLANGE
BLOCKI NG
0
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOE NAILS AT EA.
INTERIOR HEADER
DETAILS
DETAILS
LO
'IT
FLOOR
STUDS w/ 1 Od @
E
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
B
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
if
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
-----------
Ev. XA
SURFACE 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
� %1. 1.%
1 0
1 f�
FLOOR SYSTEM __,�<; \ 11
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
J.'i
EXCEEDING 6 FEET.
A SIMPSON LS30 w/ (6) 1 Od
1 IS TO BE
SILL PLATE w/ SIMPSON LS30 w/ (6)
10d x 1 1/2" CLIP EACH SIDE
SEE PLAN
V
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
x 1/2" CLIP
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
CORRECT BLOCKING
wl (3) 12d EA. E N D
J
HEADER SEE Q/S4 FOR REQ'D JAMB
L! -A
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od 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
V
ON FLOOR SYSTEM TO MASONRY WALL 4-d V. VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) SIMPSON MSTAM36 W/
WOIST SEE PLAN
PACK w/1 Od NAILS
FL OOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 114"x2
TIE BEAM
@ 8"o.c.
SIMPSON MSTA36 STRAPS w/ (26) 1 Od J/
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
FLOOR TRUSS/ WOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
IS INSTALLED). SCALE: N.T.S.
O.C. (MAX) AND @ EACH
IDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
SEE SS FOR RETROFIT
GABLE END RIM JOIST-
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/CIOL. CONN. @ 2nd FLOOR r-3'N),,
HEADER CONN. @ 2nd
FLOORK4'�
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 wl (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
2x8 OR 2x6 TOP
JAMB STUD
IF
NOTCHED AT HEADER LOCATION
(2) (2)
2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION
PLATE SEE PLAN
P. 2 - 2x4 SPF SIMPSON CS16 wl MIN. 12" END
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2XI6 WAI
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
NAIL BACK LEG CIPPLE
(2) 2x HEADER TO SIT
A TOP PLATES LENGTH ON STUDS W/ (11) 10d
ri
Od
(1) SIM PSON LSTA30 w/ (22) 1 Od
CLIPS) F TO
0
N11 I NAILS TO STUDS ABOVE & (11) 1 Od
NAILS BENT OVER TOP PLATE
T E
(2) - 2X SPF TOP PLATE
HEADER wl (2) 12 TOENAILS
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
THEN DOWN THE FACE OF
2 x 4 #2 Srr S I LIDS
HEADER/STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C L1 AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
31DE
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
—UG
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
IFOR
SEE PLAN FOR
CONNECTION
7
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
COL. SIZE
(2) SIMPSON MST37
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS wl (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN T
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
PLATE SEE PLAN
MORE INFORMATION
xf'
2 SPF EMBEDMENT PAST STEP.
SILL PLATE W/ SIMPSON LS30 W/ (6)
FLOOR SYSTEM OR
12d NAILS AT 6"
:�BBAjE PLATE
2x CRIPPLES @ 16" O.C.
O.C.
1 Od x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
SIMPSON SP6 w/ (6) 1 Od x
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
C B C
W/ (2) 12d TOENAILS T/B
BAND JOIST & BLKG.
(2) 2 x #2
. ---------- FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
SILL (MAX. OPENING WIDTH 4 FEET).
SYP U.N.O..
WALL) @ 24" O.C.
EWALL OR BEAM WALL) AT EACH STUD AT HEADER /
IF OPENING IS GREATER THAN 4,
OR LVL GIRDER
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
% STUDS ARE WIN WALL SYSTEM A.B. TO
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 W/ (6) 10d K 1 1/2" IS
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"O.C.
TO BE INSTALLED AT EACH END.
COL. SIZE
0 INTERIOR HEADER
2 x 4 #2 SPF STUDS
TYPICAL BLOCK WALL--------
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 W/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER \--UG (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
16d NAILS & 5/8"
ANCHOR BOLT W/
BOXHEADER
TY SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
P F 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 W/ (10) 1 Od
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
V) D BASE PLATE W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
PROVIDE BLOCKING
OVER TOP PLATE
SIMPSON SP2 W/ (12) 1 Od NAILS AT
16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
'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
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLY.
HEADER CONN. 2nd FLOOR
FOR FTG. REQ.
2x CRIPPLES TO
MATCH JACK
STUDS BELOW
SITUATION. CONNECT G.T. TO
STUDS w/ (2) SIMPSON HTS20 W/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
SHEATHING CAN STOP ONCE UNDER
2 STORY COL.
GIRDER
(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
CONNECTION DETAILS FOR
MORE INFORMATION
REQUIRED AT TOP PLATE
TO STUDS TO MATCH
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) 1 Od 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 wl (6) 1 Od x 1 1/2" (USE SP6 FOR
2X4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
1 Od NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
PLATE THEN DOWN THE
SIMPSON LS30 w/ (6) 10d x 1
1/2" NAILS AT EACH END TYP.
FACE OF HEADER/STUDS
(2) 2x HEADER SEE PLAN
DOUBLE 2x4
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
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 T/B
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.
3" 0/
__�����2x
�STUDS
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
@ 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) 1 Od TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE W/ SIMPSON LS30 W/ (6)
END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
2x CRIPPLE AT EACH END OF
1 Od x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
OPENING NAILED TO STUD
8�
LS30 w/ (6) 1 Od 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) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2 X,
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
_N:
r* 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)
1 Od NAILS & (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
FLOOR DECK
@ 3" O.C. 2X4 BEYOND
DOUBLE
W/ 1 Od NAILS @ 8"o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
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 r9
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and sea[ is only for
the structural
engineering portions of the drawing pages beading
Engineers
signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK-
/-2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOWBUCK
ACROSS WINDOW BUCK
W BUCK
AND EXTEND TO
-WINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
ANT
REQUIREMENTS
BEAD BRIDGING
CLADDING AND WINDOW
AnNDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTAILATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
A PPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
1. Cut, fold up & temporarily secure
resistive barrier above header to allow tor
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
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
1114
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHING
SHEATHING
BY LAPPING DOWN
OVER RIM JOISTAND UP
WALL BY 6 IN.
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as # in each detail that corresponds to the
numbered items in the list o Pinstructions below:
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
41 Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
SINGLE
JOIST
SELF -ADHERED
FLASHING
SELF -ADHERED FLASHING
DECK JOIST
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
SELF -ADHERED
FLASHING
Q
2x FRAMEWALL
TILE FINISH-
1/2" DUROCK-
81, CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
1'4' PER PLAN
V-0" PER PLAN
im, E
mq�,
in
-1
SHOWER SEAT
-1
9
1
4
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
THRESHOLD OF DOOR AND RETURN
,N
I
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
G
SELF -ADHERED FLASHIN
C2
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SHEATHING
SELF -ADHERED FLASHING
3" MIN
SELF -ADHERED FLASHING
OUTSIDE CORNER
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WINDOW UNIT
01 t_%Mr7
FLASHING REQUIREMENTS
0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weath e r- resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
3/4"-V BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
NAIL BRAND OR EQUAL WEATHER EXTERIOR
water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
PROOF CAULKING CEMT. FIN.
o ra n ng o e e enor wa er a pene ra es e ex enor c a Ing.
SELF -ADHERED FLASHING BUILDING PAPER
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
SUBIFLOOR
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The
No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
RIM JOIST
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 0 1
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
C
Ila EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Isis equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
RUBBERIZED
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE
FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED WINDOW
(SEE DETAIL WIP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SELF -ADHERED FLASHING, the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's 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
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
7
8
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAAIVDMA 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
JIM stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
ER
<: >
Ground
-7
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
7. 7.At built-in autters.
6.6.At wall and roof intersections.
Water Resistant Barrier
SELF -ADHERED FLASHING
PATCH
SELF -ADHERED FLASHING
2
4
5
PLASTER STOP
CONTINUOUS BACKER -
ROD & SEALANT
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WIRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
11 1
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
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, DENSGLASS
kSTER STOP
NTINUOUS BACKER ROD
EALANT
VIENTITIOUS FINISH
Lath
Sheathing
Stucco
JCTURAL FRAMING
JCTURAL SHEATHING
P OF SAF
NAGE PLANE WRB
D BREAK WIRB
ATH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
7/8" Cement Plaster
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTM C 1063
Building Paper
7/16" 0. 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
In
cm
_J
CM
j Z
M C.., CID
-= co
= LZ
10
-
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U,
W CD
C=
:�-,
cm M -,Z
C`.)
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained ithin these
w
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
st
the ructural
engineering portions of the drawing pages bearing
Engineers
signature and seal.
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SHEET NO.
WP
Mounting Brackets 00 Gauggi
,m Anchor khedule
Bolts
SeW�k Ing Nuts I
Left Brackeit (116 Ga, u
go
IM1717791111 175-ft-M-ATI-0111
��idfu0b. piconatignil isuidi cscli lisinctustarAidi
fee ""to afrillio
ack Cr*ss Support
(May be cut tD Wl
11
Btadcet(166auge)
14 SelMrilljlro
A/C li t. SonDirn Edge
into AIC Unit flottorn Side
side for hurricane usa)
Florida Department of Business& Professional Regulation
P.i at
Building Codes and Standards
lV15,2021
Product Approval Application Detail
red.
lignilly or
Date Dal.
-
D
DW
K.
Data
7Ypa
Varsioni Manufsortureir
cman Engineer & License Validated By
Vdilamed submitted
F5C Anrl
Approve
status
Affbi
2020 amart Vent P,.duqts, [ng,
Michael Onto. Hermes F. N-m P E Lack. 5a,,um, P.E
1VI8/2020 i2ha=o
12,281,2120
App-d
CaftgM: 3tri Comp-ortS
'(877) 441-8368 PE,737f15 4334) 3OD-1 600
S"bCalegory: Products Introdi a Result of
infoosmovent.cont
N-T.dhh.l.gy
Clanni Msthad; Eval-tich Pcipi from a
Florida Rdglsttr�d Archft�n ora Licensed Florida
Prote. ons, Engli
QualihniAssurarts.
A"Drosocilro, Use
Aptasninod far US.
Impact
Dealer,
a.-#
E��. d Weah.roi
Prod,st Description, coin 0A.
In HVHZ
Outside HVHZ
Resistant
Press-
1
S arr'.!g4 Ill
1)��IFU��ti.Fl..d��dV�Mil.ti.nVt
Y.
yes
NIA
-1001-100
2
�1114
,m.,V.r, #1540 511
Du P1 'uputen Flood arid VInfinrion Vent 12JOvil'2025
y",
Yes
NA
-1 ODA 150
3
Sm:rtVoPt Modo #1:4 -520
Insulated Flood Vent 12um /120i;_13
as
Y.
WA
.1 00 1 DO
4
am liva.1 M.Z #1 400. ti
i Flood Vent 12J21 =23
yes
yes
WA
1100,1100
5
a Model 41MO-524
16&ql (j..g. Door Flood Vent 12GIM23
Yes
yas
NX
MIA
6
,ZnVeint
tv", M.dc)�#1540-5710
Wood Well In substed Flood Vent 12rki 12 01
yes
Y*1
Nh�
-100�100
7
Model #1540-574
14,5&q.d: Garage Do., Flood Vent 1=1/2a23
Yes
yes
WA
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards.
Product Approval Application Detail
P.g' I at 1
M4121021
Code
EntIty or
Data Data Ii Paraft 011to
Was VBrsinr fit ouracture,
Contact
Erigi & Orains.
Validated as Validated Submithid FI Aranswal Ani States
1 2020 Qra..I Metals. i
Jason Shumate
Zamary R, Prost
Locke Bowd.n P.E. orino/2020 tiaM912Q20 08,20r20213 1 0,13=0 Appr0sad
catogi Roofing
�02i 303�1511
PE-74021
�354) 300-1800
$ubcatol Metal Rocill
ishumi,t.0al- met Imn
OustiftVAors0rani A00roVed for Use Apprisod far Use, Impart D.Slon
ri Product Description Contract CX1110111011 g4k lrkHVHZ Outside HVHZ Re.1slant oresaunis
1 il R. =Iiig ty 511 al m s DMC 10ONS. DMQ 15088. ll 175s, DMG 200,9- 12t3l�2025 Yes No NIA '01-lao
Florida Department of Business & Professional Regulation
Fagc2 4
Building Cocies Lind Standards
Product Approval Application Detail
5
code
Will 0
Date Dailt
Data Pending
Dato
Do. Ylinsion
lit-urugurn
cplAut groins., & Licans. Validated i
Validated Submitted
FIRCA ... s-1
Anti status,
R,i 2020
Therma-1hu GmcmDtim
stove Jaspers. Lyr, dm F_ SchnScift. P. E. Ryan J. King F,E.
04l 1213112020
Qi
OR`08=21 App-d
Cat-gi ed-rl-r Qo.,s
Moan M-7628 PE-434OFj (6121767-65515
$unCeaegaii swinging Ederlor Door ASSerribliet,
Comi Method: EValti Floral from A
am
Florida Rai A�Ihil or Licensed Fli
Pm1enlonal Engineer
Agri for Use
A-ed far Use
Impi Else -
sco#
AM -M.dd N..b.-Nern
paid
prodi ce-100. cfi��ate
in Hyliz
Otitside HVHZ
Resistant Pressure
I
Tiarm.-Trube-Class-rd Sm.afthi
Nominal 0039�a 8quotImpact8quon Olosiome TV�V20213
Comia.Vit. Edge FIbmgI.. Single Dom
No
Yes
Yes N(A
2
b. Tharri Foer-CI-1. and. Sm.i
(InswingrOutsming: X configuration)
Mori 04.939:8 &ql mpet&rl Op. quo 12F31,20213
composite Edi Fiberglass Singi. Dom with
No
Ya
Yes N(A
3
t. Thermi Fiber-Clasgicand Smooth-8tar
Sidelil (InsednilrOUl 70� OX or OX0
configurations)
Npal 0.#39:5 &qNmmpad8qUm: Opaque 12131t20213
No
yes
yes N(A
4 d. The..Tru And 8-th-Vair
5 s. Therrow- nu Fo-Classle and Smooth-Ser
6 f. Therma-Trij Fil and Shrooth-Star
? g. Th-a-Tru Filb-Clatala ..d Srnoollh�Slsl
R h. Thami and Smooth-Sc,
9 i. Thermi Flibsi,Claii and Smi
10 j Thmma-TTU Foar-Classo and 8rocall-Ser
11 k. Thermi Fibor-Clai andSmooth-Star
12 1. Th."i Fo-CI-IF and Smomh-Sna,
rd 2-ath-GA,
14 71sn,-Tru Ffls.V-Cll� And S.-h-StAl
15 Thorr%�Tru Friber-Clasgic bad Shoodi
16, p. The-Trut Fib -Classic And SmoodiSar
17 q. Thomn-Tru Fither-Cli and Smooth-Slour
Cod.
Was Version mansiaturair
RaAsioM 2020 POT Industries
category! Exterior Doors
gil al,shor Dom Aaerol
Corel Method! Certification We rk a Listing
PL*_1111111111 11"11,111141
Missil i
.arfigl ... tia-)
Nominal 83#38.0 8,quat;Impaih&,(juot: Oil
Campeche Edge Fieenglass Double Dom with or
'll aidditcs (InsvinglOtitssifig: XXor OXKO
m....orngurenicinso
Nominal 6':8 9qut;InuaAal Oip.qu.
Composite Edge Fiberglass Double Dom with or
Will GlaZed Mdoed Open Sidelftea
�hna,VngfOi >Xg, QXXQ -figUr.tions)
12J31/204
No
Y.
Y.
N/A
iMI12026
N.
Yes
Y�.
N/A
12,5112026
No
Yes
Yea
NIA
IM112026
NO
Yes
Y.
Ii
IMIJ2026
No
yes
yes
ti
12`31f2026
No
'(.a
yes
NIA
1 2I21J2026
No
Y.
Y,ia
WA
mif=6
No
Yes
Ysa
NIA
121�11.i2026
No
Yes
Y.
WA
iMI12M
No
Yes
yas
NIA
12I31noi
No
Yas
Yaa
NIA
1,201/2026
No
yea
yos
Nip,
IM1124328
N.
Yea
you
i
JnIM26
No
Yes
yes
NIA
Florida Department of Business 9 Professional Regulation
Building Codes and Standards
Product Approval Application Detail
page I In I
liti
guilty or sale Dal 090 Is.rding Date
Contact E,,In..r & Validated lily V.1i'linhad antarifthid FEIC Acroasal Ajagovad Status
Jens Rpsoyniki Mlarrd-D�de DC00 - CER Mil 3QcQ - VAL 1111s,2020 11Y2612020 11(2412020 App-d
Wl� 486-DiOO (746) 3Z-25n
jroscwsd@r,gtirdusMs.c
0.
P'.,Iuat 0 ... fliall.
�An� Sliding GA. Door
kill Fission
Reelsi P.s-
Y_ NIA
Categoru/Subcategory
jr
Manufa,clturer
P rodu ct De scri nti on
�iApprova;l Number(s)
Test Pressures
�A. SWINGING
Fiber -Classic and Sm ocith-S-tar NOWM PACT)
+67.0/-67.0 psf
Fiber -Classic and Smoclth-Star ('IMPACT)
+67.0/-67.0 psf
On"111 M.
IMEMPITIMIMPIF MIM, 12MMIEMM
+K_0/-80.10 psf
law
B. SLIDING
Ml Windows and Doors
Series 420
EMgU#Z,3=1FM=
Series 55:70
NOA 21-0205�03
+3&7/-38.7
Kagg=
Pella Gorploration
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
+31.0/-35�0_psf
��Wayne-Dalton
Series 8000/81 OMOO # 1123 (16X7)
FL8248.10
+30a0lf-33 5 psf
Wayne -Dalton
Series 80001810018200 #1124 (1W)
�D. METAL LOUVERED DRS
Curries Division of AADG, Inc
_7
607,707,727,747,,and 847 Single Pairs of Doom
M193MI
A), SINGLE HUNG
MI Windows and Doors
FL17499.2
+60 -6
�0/' O�O DSf
loom
Series 5500
Pella Corporation
Series, 10/20
+35.0/-35,0 Dsf
7
w. ZORM
Pella Corporation
Pella IGSedes
+60.0)ii�60_0 pit
B. HORIZONTAL SLIDER
MI Windowsand Doors
Seri" 188
WK-13111111
+55'aicil-5aici psf
Z
Pella Corp ration
0
Few
+30.0/-30.0
Pella Corporation
Series 10 Slldlng;Window
1011111111; 1 K0 I
MI Windows and Doors
+60.01-60.0 pisf
NEWPOM
Series 5520
N
E NO M
Pella Corporation
Series 10120
+50.0/-50.0 psf 'MOM
Pella CoMoration
10 Series Flange Fixed
Ml Windows and Doors
Series 5764
'FL153532
ErWWWWAZIN
Series 5500
3. PANEL WALL
James Hardie Building Prod.
FL13192.1 - FL1 31912-
Solid and Vented Vin I Sciffit
Y
FI-15272.1 - �FLI 5272.2*
+75.0/-�75.0 osf
Alpha Aluminum, Int,,
Solid and Vented Aluminuftit Soffit
FL16544 R5
+54.2/-54.2 psf
3 Tab., Dimensional
B,, UNDERLAYMENTS
(fbr Shingle Roo�,
151b Felt Undedayment
--Tamk-o:
Plyglass USA, Inc. (for Tile Roo�
_POLYSTICK TU MAX
C. ROOFING FASTENERS
ROOF VENTILATORS
Thom ps,on A rc h M etal Com P.
Of Ridge Vents
FL16918A - FL16918.4-m
-D.
Florida Metal Productse Inc
#
Lomanco, Inc
DA-4 Exahust Vent
FL172-02-i
E.- ROOFINGTILES
13F M-1 71111
FL7849.16 - F1_7849.201��'
IMEM
F, METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 15OSS, DMC 175S. DMC
2WS, DMC 5V
A. STORM PANELS
Globat Protection Products
Galvanized Steel Stio Panels
FL15076.1 - FL1 5076.2m����Iracj
All American Shutters & Glass
Galvanized Steel Stomi Panels,
Vmi- I L
COMPONENTS
A. WOOD CONNECTORS/
ANCH 0 RS
USP Structural Conn.
Simpson Strong -Tie
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
1171-1999A -FL1999.4
MiTek Industries, Inc.
Truss Plates
FL2197.1 -FL2197.5
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
-5
FL6527.1 - FL6527.1
Cast-�Cretei Corp.
High Strength Concrete Lintels
NOA 20�-OM. 15
Commercial Concrete Products,, Im.
High Strength Concrete Lintels
APPLICANT SIGNATURE
Florida Department of businesi Professional Regulation
Page I of 3
Building Codes and Standards
V25022
Product Approval Application Detail
V M
WIN& 2WRIAMR, 010NOW", 1 , IN
I -, 1%
Data
E.I
Date
net, Pend ino
Date
T-e
versti r4annufacturer
Coni Validated
Validated
FeC ApprOVal
Approved
Status
Re,,ision
2020 Therma-Tru Corporation
Siaao Jasperson L. Ryan J. King: P.E.
0712312020 07M212020
OW2912020
JOMS12020
Api
category: Eaterjor Doors
(800) 843J628 PE-43409 (813) 76T-6556
SuloCategi SWnging EiAedor Door AssenVies,
sp.person@thermartru.co
Compliance Method: Evaluation Rapti a
m
Florida Registated Architect or a Licensed Florida
Professional Engineer
lQualilis
ADDronnoclAprUse Anorbvediforthhe
impact
Damon
Sall it
Product Model. Number or Name
Product Description -tintract E to in HVHZ
outside MVHZ
RESertam
Ppigisil
I
Th-i Fiber-Cheenc and 8-th-Ster
Nominal 3MgS ":Impact&quat Opaque 12J3M=
CcanpoIst. Edge Fiberglass single Door
Yo.
Yes
yes
NiA
2
Is Thermi Fiber-Cla5aluancl Smcoi
lin-Ang/Out-ing; X
Nominal 6'6 ":ImpAdt&quct: Opaque 1 Mlf2l
Yes
Yes
Y_
Ill
C.maii Edge Fiberglass Single Di
Sdalte(s) (InsiolnguOutmino: X0, OX or QXO
cNoch=
3
c. Thermi Fiber-Classlo and Smoth-Star
hi 1 V31 �2022
8 8quot;Impacl Opaque
CompasitcEdge Fiberglass Dou b le Door Wth a I
yes
Yes
IV-
halt an Si ii insm)fng ng; XX or OXXO
configurations)
4
d. Tharmi FibeFistassic and Smooth -star
NorrunafawgOsqu 1MI12022
Yes
Y"
y
N
mp.�iteEdg.Fib.,gi.�sS�,nglcDo.r
5
a. Th.r.A-T,u Fib-Ga.sx, and Srn..fh�Slii
X,con6guration)
Nominal 8&939;0 "ImpAat&quct. Opaque, 1213IP2022
yea
Y.*-j
Yes
C3
NiA
C.amoosiats Edge Fiberglass Single Do.rsith
"
adelibe(s) 0mswrgnOut5Wng;)(O, OX or OXO
figur.b.ins)
1-1
- Cc C.'j
a
f, Thermi FlIber-Classic and Smooth -Star
Nominal 8'0 1qut;Impact&qcct; Opaque 12131t2{322
yes
Yes
yes
Yes
CIO
Ni - .
LL
Composite Edge Fiberglass Double Doi or
WthoutSidelites(l��;ng�O�ts�in�;XX.rO)0'0
7
9 Thermi Fiber -Classic, and Smooth -Star
configurations)
Nominal 6Z439;8 &quctImpAot&quc1, Glazed 1213112022
Yes,
Yes
Yes
Will: W ca
Composite Edge I'llberglasa Single Door
CD
8
h, Thermi Fiber-Classio and Smooth -Star
onsWrig/Out5yAng; Xconfigungii-)
Nominal U439:I5 &qt4ot;Impaat&quqt, Glued 1M112022
Y
ye�
as
_=
E
composite, Edge Filbergless, Single DoorvAth
=.
cu
Sdelh(s) (InsWrig(Outai Xb, OXar OXO
cr
. '
9
1, Tbermi Fiber-Ciasso and Smooth-Ster
configurations)
Nominal 59939:l� tiquort.impact8qual� Glazed 1213112022
yes
Ye.
I% Bit B.
Cc mposil Fiberglass Double Door Win
4D
(J CL)
hcut Sid
vot (InsojingiOutsimini XX or OXX0
Thernri Fibi and Sm.61
configurations)
Nominal Glazed 1=1/2022
Yes
Yes
Yes
-'RN cr_ >.'
Composite Edge Fiberglass Single Door
(Ins,Ang10.bv,in9; X
11
k Ti1armi Fiber-Clasi and Smaoi
Nominal 8&*g�D &qL"'m'1`t""`t Glazed 17J3112022
Yes,
Yes
Yes
Composite Edge Flbelgi.s. 5111 CoorWth
adelits(s) QnsyongtCubii XO, OXar DXO
c j
configuration.)
12
1. Thairrinai Fib-Clai and smooth -Star
N.nina"a"'90 ""m " Glazed 12JS112Q22
..'a it. Fc,. t or
Yes
Yes
Yes
NIA
13
m, TherryusTru Flbi and Smooth- r
Wth.ut Sidialtes(lrt�irtgyoutswirui
confiliwabourn.)
No muha I6&n9;8 8aluctimpact&cluct� Opaque 12131/2022
Yes
Yes
1(6�
N/1I
14
n. Thermi Ebar.Ct ... !a And S-th-Star
Sq.0t;Non�Impect",aldeli'tO�s)
Ndpwgg'1=!ng';�'X�9 X'orlIXOconfiguratione)
im Act&quod; Opaque 12J31M22
Composite Edge Fiberglass Double [)oar with
yaus
Yes
Yes
NIA
15
o; Therri Fi ber-101-si. and Sshoqth-�ta,
=Ndn-Inwact": Sidefites(InsoongfOutswing;
"mfigunsfio H)
Nominal 8&09;0 8qucdmeaot&qudh Opaque 121�112022
C.mposills_[Ell mdS
1,,.
yes
yes,
T.5
N[A
is
P 171hermi F1 ber-Zlossic, and Smoth-Shnr
alingli
acupt il
,N.r".p
(ImtWng1OusWni;; XO, 6X or QX0 configurations)
NomInaI8g,0&qLctjs.at pqu. l2t3lW22
Composite Edge Fiberglass Do=r with
Yes
Yes
Yes
NfA
7
q Thermi Fib-Chl-R, And Sm-thZia,
&qubt;Noh`ImpactKquoh; Sidelites(Insivit�gIC)LttavAng;
OXXO configuration)
Nominal %qvof,,Non4mpacIsgquol:; Opaque 12/31/2022
C�rdpftls, Edge Door
Yes
Yes
No
NIA
�8
rr Theritti Fiber-C.eic, and $nro.th-St.,
ioui Xconfiguratioro
= 8':8 8qqccNon-jmpai Opaque 1 W1 12022
Comptushe Edge Fiberglass Single Door with
yes
Yes
No
NIA
19
s. Therms-Tru Fiber-Oassic and Smooth -Star
Sdafte(s) (Incs�,MnD�Outswng� XO, OX or DXO
config
Nominal W39;6 &quctNon-Impfi Opaque 1 �J3112022
compoall, Agle 1, be a a Double Doo, Wth or
yes,
Yes
No
NIA
20
t, Thermi FlibQr-Cliessicsfind Ssrooth-Slat
Without Sizies tIdwj'ign1g1`Oubwnrfg. XX or OXXQ
configuietwirls)
Nominal 88#39.0 4quotNon-ImpacAquot Opaque =112022
composite Edi Fiberglass Single Door
Ye*
Ye5
No
NIA
21
Therma-Tru Fiber-Cleaso and Smooth -Star
(I newingfOurism,ing; X configuration)
Nominal 8'0 &quo Non limpaii Opaque 1MV2022
Composite Edge Fibog �rl Door wth
Yes
yes
No
NIA
22
Then-Tru Fill .. i-dEmoothi
Sol (Insiajii;�Outswiri , OX or OXO
abhfid "I'llons)
Nominal 8'0 &q..f7,Nh-Imi Opaque 121S1MO22
Go mrocasil Edge Fibeeplasa Double Door Wth or
OXXO
yes
yes
No
NIA
2S
w Thermi Fll�eir-Clai end Smootlb�Siar
.1h out Suelil (Iri-ingfoutswring: )O(cr
configurediarl
Nominal 'Zilso;8 liaruMon-fimpacAquoth Glazed *$112022
mcosits, E ge Fi erglass ingle Door
ycr�
Yes
No
NA
24
x. Therri Fiber-Classi and Smoontli-Star
naimngfOutswil Xconfiguration)
"a"Ill Impactaqu hGlazed 1213112=
D.or"with
lld6tt��cbq,nsw,gipti
Yes
Yes
No
i
25
y.Tharma-Tru Fliber-Classic and STooth-Sar
XO. OXm OXO
ach"S 5)
Nominal 6'F,&,ImtN0h- I nnpc,cl&qUot Glazed 12Y31=22
Composite Edge Fiberglass Double Door vAth or
yas�
Yes
No
NIA
26
2.Tinsr-Tru Fliber-Cessin And smooth-Stor
WtholutSidelites, tirmingfoutsWing; XX or OXXO
confl unsti
12f3l)�2022
'ahrlposibsEdge Fiberglaiss Single Door
C'
Yes
Yes
No
NIA
27
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Onsy�ngfCruts�Wi�g�XconfiguMtion)
Nanninal'8089:0 l3quatNon-Impact8cluct; Glazed I �J31'f2l)22
Qompb.it. Edge 6 Fib.rgl..A Single Door �ifh
Yes
Yes
No
Nl
28
zb.Themi Fiber -Classic and Smuoth-Star
Sidi (InawrV/OutsWng;,XO, OX or OXQ
configuration.)
IN ominal SU3g;0 squoti'sor-Impaculou.t. Glazed 1213112022
yes
yes
No
l
Florida Depertment of Business& Professional Regulation
P.2ii or7
Building Codes and Standards
ProductApproval Application Detail
Code
Entity.,
rushe Data
Date Panama
Dall
T
Version
Coargast Frughti Licari 4luirad En,
vai S.Irci
FSQAjorms-I
Arumgs-d
status
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202a M[ Vili and Doors
grant aftlinger Luis RoDeho Loon" Steven M. Uhch, PE
i0joa=M 1o1Oi5f2O2O
10i
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Appr-d
Category: Exterior Doors
(T17) 365-3300 PE-152514 017) 317,8454
Subcategory: Sliding Exterior Dom Assemblies
Compliant. rallied, Evalcaftion Raper; from a
Florida Registered Arshroictur. LI-sadi Florida
Engines,
ai Assurance
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outside HVHZ
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I
SERIES 420 ALUMINU M SGD
SERIES 420 ALUMINUM SGID OXO IM112024
No
Yes
No
WA
145-�f4&q.my8O&qhoh NON -REINFORCED
2
SERIES 420ALUMINUM SIND
SERIES 420 ALUMINUM SGD OX. XO, XX IV31/2,124
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Yes
No
WA
96&qu.t;a80i NON -REINFORCED
3
5ERIE-5 420ALUMINUM 550 REINFORCED
SERIES 42CALUMINUM,9GD REINFORCED DXD 103IW24
No
Yes
No
NIA
145-314"..t:5iS6&a..t:
4
OER�Ea 420ALUMINLJM SOLD REINFORCED
SERIES 420ALUMINl REINFORCED OX, IMV2024
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Yes
No
Nil
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5
SER EM 42CALUMINUM SGO REINFORCED
SERIES 420ALQMINUM,90D REINFORCEDXXX 1213112024
No
Yes
No
NIA
Florida Department of Business & Professional Regulation
P.G� I n
Bul di ng C6des and Stands rule
10?021
Product Approval Application Detail
code
Radii or
Date D- net. Perot-
Date
T verstam Mannurract.,er
contact Validated @2
Validated Submitted FlacApturai
Approved ZMA
ReA "in 202G wa"'Dami dibilsion cro-ri Door
usayna Kounto John r-5.al- J.ury P, Art.., P,r�
i Dill 2n920 ODOOM20 lOi2MO20
12116/2020 Appro,,ad
corponsilot
(33D) 763-812f PE-54737 (9Q4) 82T-5200
Category; Ealml-r Doors
-h-lo- A-i-I It -in, -or-en,olms
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1V31,2023
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ftyallable in top , or irtarmti section.
0 01P 9,1123
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IV31,2023
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1130.1001-33,50
0
a'.110to in top or Irl-edst,ii, sodion.
#1124
16,1 Max width. 148439l. Max height. Glazing
12131/2023
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Florida Department of Business & Professional Regulation
Pag. I Ff I
Building Codes and Standards
l &2021
Product Approval Application Detail
cod.
Entftv o
Dal- Data Dal. Pending
Data
T version
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contact Ermin-& License Validated cry
Validated osdarnifthol F3G Ani
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Status
ReAsj.o 2020
CurnesDrivision oi fria.
Tom Raney UIL Troy Dshmp, F-E,
12MG12MM 12101n029
121zlI2020
approved
entail Exterior Doors
(641) 494-281� 947-0680
$ubOategoryt Eftrior Door cornponents,
compliance Method: 0artiftaum, Me* Lating
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laesna
1
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Yes yes
yes
KYA
Doors
hollw metal doars.
Cod.
In, a- Varsl.p
Manufacture,
Re,A.i.n 2D20
M1 VVIndows and Dom.
Category:,ullindoi
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C,hpilani Methodt Certill Marl or Listing
Sea A
Model. Nurricer ., Us.
2
Florida Department of Business & Professional Regulation
1 a 2
Building Codes arid Standards
IF42021
Product Approval Application Detail
Iiii
ease Date net. Pandini Data
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Validated Submitted fair Agi Agpowsd
Status
Short Sibinger American A.hil St.,,on M. Urim. FIE
11117�2020 1 i0ma2a 1112712020
ApprIKW
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Product D.01lat on contract E.01'all- Date
In IAV14Z Outteldo 4VH Resistant
Plerssuro
52X72 Fq,JFjanga Frani IGISG Single Hung 10108,2023
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Florida Department ol'Busintess & Professional Regulation Pepsi 01
Florida Department of Business & Professional Regulation
page 1 of i
Florida Department of Business & Professional Regulation
page I of I
C/) —Cu Cl) -I.-,
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Building Codes and Standards
10RD22
Building Codes and Standards i&2021
Building Codes and Standards
I rt' 421
Building Codes and Standards
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(8DO) 843-762a PE43409 (81 3) T67-6655
Affirmation 2020 PGT Industries
Jeas Rld fill-d-D.d. aCCO, - CER Miaml-Oade MCCO - VAL I W512D20 1 M&M20 1111112020 Approveel
Revision 2020 MI Wndows and Doors
Want firtfunger American Arch kWund Steven M. With, PE
1010SM20 1=600213
10,1912020 Approved
and
Category: Windows
Ann.dcan Anot,ftadir.l Steven Urlon, RE 1112V2020
c717) 30-33W ManuienctimartAssocialion (717)31T-8454
llr2&2020 Approved
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Subcategory*. Swinging EKWriQr Door Aestrimblies 9jasparsonotharmatru.cc,
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(941)4W,0100 . (786) 315-25H
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Nominal ftilf3sS &quw;Non-1mpact6quot Opaque 12/3112022
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yes
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Yes
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Y..
No
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Nominal 7&#M;D " Non-Impact": Opaque 12)3112022
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No
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Nominal 5'0 &quoI;NonI mpactif,quot Opaque 12/3112022
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yes
No
NIA
Florida Department of Business & Professional Regulation P.S. 1 of I
Florida Department of Business & Professional Regulation
Pay i .it
Florida Department of Business & Professional Regulation
.Ea) :5.9�%fl
E
Composite Edge Fiberglass Single Door
Building Codes and Standards IA=l
Building Codes and Standards
1 &RO21
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Composi+�EdseFiberglmsSi�gf�Dwrv�th
No
yes
No
MIA
Product Approval Application Detail
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Product Approval Application Detail
Z :t. 5-1, M
8
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Category: Wind-S
(941) 486-0100 (786) M5-2590
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Carhplhenl. Method! Cartiff.fl.n Man, or Listing
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12
1. Therma-Tru Fiber-ClassiGand Smooth -Star
Nominal 7'0 il,quotlMon-I mpactlquot; Glazed 1213112022
No
yes
No
MIA
2 "704
Verb..] X.Min'.. munion 12)31)2024
Me Yes
Y.. N/A
Composite Edge Fiberglass Sing Is Door
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13
m. TherTm Filber-Clas,sic and Smtooth-Slbr r
Nominal 79#39;0 "N.,I.p..t&quo� GL-.d 1213112022
Composite Edge Fiberglass, Sing le Door with
No
Yes.
No
NIA
Scelite(s) (InsWnf#OLdswmg; XO, OX w OXO
configurations)
14 n. Thermajinu Filaw-Clossic and Smooth.Star Nominal 8&939;0 &qUiptNOn_ln,peCt8quot' Glazed IM112022 No Yes No NIA
Z
CoirriposlOs Edge Fliparglairs Single Dow
(InsvongfOurtswing; X configuratlon)
15
o. Therma-Tinu Fiber -Classic and Smooth -Star
Nominal 8'0"Nom4mpact": Glazed 12/aV2022
No
yes
No
NIA
Composite Edge FiberglasisSingle Door *in
Sidsitte(s) (I rivering/Outsviving: XO, OX or OXO
configurations)
Florkla. Department of Business 11, Professlonal Regulation Poor I of I
Florida Department of Business & Professional Regulation
P.ge 2 oF2
Florida Department of Business & Professional Regulation
P.,.3&4
16
P. Thermar-Tru Fiber-Classicand Smooth-Sbgr
Nominal 5'0&qwot;Non�Impaat". Glazed 1213112022
No
Yes
No
NfA
Building Codes and Standards I M12021
Building Codes and Standards
19sv2wi
Building Codes and Standards
$4612023
Composite Edge Fiberglass Double Door vAth or
Wthowt Sidelitiets (I nswinglOutswing; XX or OXXO
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
W
configureCipm,$)
17
q. ThWrrI Filber-Claessic and $moath-Star
Nominal 0'8"Nwi-Impadfiiqiret; Opaque 1213112022
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Nominal fi9#39;8"Nw,Imi*k,t": Opaque 121SV2022
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Contact V,r,d,t,d By Volitfiduno sUppingtod FOCA,,-1
Michael Stan Robot Mictrincri John W, Knogevich� FS 12119)2DZ2 12M7)2022 12i2tY2022
Aii-voil Status
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19
9. Therma-Tru Fiber -Classic and Sniroeth-Star
Nominal 6U39;G"Non-Irmract" Opaque 12t3ll=
No
Yes
No
NA
Category: Painal Walls
(Wg� 545-8359 PE-81052 (352)M7-2528
Category: Panel Walls
t33D) 922-2389 PE-43 409 013) 767-6555
Category: Rocring
(WO) 76,3411 PE-6D166 (954) 772-6224
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20
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yes
No
NIA
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No
Yes
No
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I GAP A,pialt Rwf Shimle. for us. in FBC rop+IV14Z
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NIA MIA
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2 Hamiltiletiunk luip Sitting
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2 b. de,luctAdflence T4":,90ffld
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No
Yes
No
NIA
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24
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Yes
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WA
Composite Edge Fiberglass, Door Panels with Vented
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Florida Department of Business & Professional Regulation P.O. I or 1
Florida Department of Business& Professional Regulation
P.O. I of I
Flonda Department of Business & Professional Regulation
Page I of 1
26
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Yes
No
NIA
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1 1512021
Bul di ng cc des and Sta ndards
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KwI Eden Robert Niommor, John W. Knezovich, PE 10104i202(1 09n9/2020 ItIY121202a 12A512020 Approved
Reivison 2ID20 I.M. Tharpson, ne. doe Thompson Architectural
Tony Christman Zachary R. Priest Steven M. Urch, RE
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judsifictions.
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26 g. star. menry.ptilator with baffle 09109t2m
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2 TAMKO Roof Underiaymems CMDN14V�)
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20 ina- static rocifycrifflater with Integrated baffle 09/0912026
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(501)983-GIS3 PE-31242 (717) 317-8454
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No Yes
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1 20 Gage Galvanized Steel Siam ParrelathWiZ
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MIA MIA
MIA NA
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No Yes
MIA WA
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Yes
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No
WA
N/A
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Manufacturer
Revision 2020 All American Shutters and Glass
Mike Barbieri Frank L, Bennatilo, RE Troy Bishop. P.E. 1=812020 1011512020 11106/2020 1�JJ!Jr2020 Appros,ed
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Revision 2020 Alpine
Sl[ L.,A. ICC [i,,,sI.afi.n Service. LLC William M. Raflai. RE
1043V2020 1 W22i2020 I VOM02D
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Revolon 2020 Commercial Conerote Produkisine.
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Robon011is Samuel A, Greenberg John Hoy 1W13=20 1211612020 12f2912020
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HVHZ jurisdictions.
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Yes
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-NJAI-622.6
OatagI Shutters
Subcategory: Storm Panels
(�61) 712-9882 PF-OG46549 (954) 947-0880
InIkeb@alemerloansinutle
Category: Structumirl Components
Subcategory: Truss Rates
(321) 710-3377 (4071681-1817
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(613) $69-3707 n-S4245 =� 50"3i 1
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P.mjl.I Stead Lumber 013int!123 No Yss N/A MIA
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1 Alpha Aluminum Solid gamp: VentadAluminum Saffill
Alpha Aluminum Solid & Vented Adurrilnum Ori=023
No Yes
NO MIA
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3
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18 go. truss carnectoriplater 1213U2024
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CMU &am; Wood
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board Rim Board
5
8
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Y_
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1
March 6, 2023
1 PA 1.1
1
1 1
Florida Department of Business & Professional lRegulation
P.Q. I af 2
Building Codes and Standards
Product Approval Application Detail
DOW
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Data Pawl.
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Rodda. Department of Business & Professional Regulation
nxii.1 a I
Building Codes and Standards
Product Approval ApplieStion Detail
fialk
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NO
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0302702023
No
Yes
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Florida Department of Business & Professional ftgulabon
B , ullding Codes and Stsindards
Product Approval Application Detail
Pagwi all
01,10=2
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arma?2C22
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OrMWO22
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WKIII
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moo=$
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36"x Er Vlryl Norldrienot Single Hung Windw
084"02023
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yes
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5
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62-1 W x W'Vryl Mon-Irripwat SIMID HUI Window
1011702C23
NO
Yes
M.
�600-00
Poilds Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Applization Detail
POOR I all
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andiver
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ad*
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No Yes
No
MIA
Rorldat Departinnent of Business & Professional ftgulation
Pool all
Building Codes and Standards
IM01=2
Product Approve] Application Detaril
ABDO
MR
Dall. am-
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Joe Hoyden Sidrdl WInklowsrid0oor Jannee L Rudener, P-E a
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Robinson monusudulwAsawletlon CRUCK Engineering
11.11,11aliplifte Flod
(641)azienss (301),10141927
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No
Yes
No
125,125
2
weeloa
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No
yes
No
+26�24
Sorm llytra
Vinyl Fixed Window 150'x W') OTM0022
NO
yes
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40I-Vii
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Abaramid F& Us,
WIM
Design
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Yes
Nki
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2
Series 10120
11171199024
No
Yes
Ma
�251125
45
series ICV20
Vinyl Flied window 07,15=4
No
yes
No
+501-00
Florida DeparbrnW of Business & Professional Regulation
Paale:i
Building Codes and Standardar
Product Approval Application Detail
Cads
Entliver
0-0 lawe
oss.P.&A.
DO.
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CHUCK Fmalneeding
E-AwfarID-Axamilell.
M41 � W -am
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11130=1
NO
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MD
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0=6121122
90
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Yes
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WJI&20,32
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2290
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Vinyl 81mis Panel FIM '0'0-r t5liwIlls, 47-121 x
IXY11612032
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yes
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Florida Department of Business & Professional Regulation
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213W2020
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30�2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12WRO21)
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12;3012020
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For direct links to all &ST approvals listed belovo, CLICK HER
For direct links to all SIST approvals listed belovi: CLICK HERE
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For additional information regarding Floilaas Statewide Product Approval System and Msmi-Dado County
Notpe ofAcooptance, (NOA� CUCK HEN
For additional information regarding Frei StatewideProduct Approval Systern and Miaml-Dade County
Notice of Acceptance (NOA). _q�RE-
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For additional information regarding Florida's Statewide, ProdUCIApproval tem and Manni-Cade County Notice of AoWiptanco (NOA), �;�H
Foradditional information regarding Florklas Statewide, Product Approval 8yalem and Miami -Dade County
Notice of Acceptance (NOA�, CLICK HERE.
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FL#2355.RT
FL#1 0446-R6
fh#1 0456-R5
I I
HUS, HU8C series hangers
Face -mount hangers available In widths ranging from 1-5/8"to 3.
= =3 Co
916" and heights ranging from 4-5116" to 11". Concealed flange
L)
'Senf
Product Model, Number or Name
Product Description
Sea #
Product Model, Number or Name
Product Descdg=
Sea #
Product Model, Number or Name
Product Desedgkga
version (HUSC) available for models having width equalto or
0
Titan Stainless Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Then stainless steel masonry screw
1
A21. A23, A33. AS4. A35. A44
Angles
1
ET, BTB, STH
BrickTies.
greaterthan 3-9116".
L_
0
0
2
APA21, APA4, APA6, APVA21, APVA4, APVA8
Outdoor Accents Angles
2
CMST112: CMST14, CMSTC18
Coiled Straps
12
IUS series hangers
Face -mount hangers available in Widths ranging from 1-7/8" to 3-
21
3
APS44: AP344R, APYBO6, APB65R, APB88, APS85R, APB1 010, APS1 01 OR, APVB44,
Outdoor Accents Post Bases
3
CS1 4, C S1 6, CS1 8t C320, C522
Coiled Straps
5f8" and heights ranging from 9.114"to, 16'.
0
E:
F11.05113i
APVB44R, APVB66. APVR66R, APVBSS, APVB8SR, APVB1010, APVB101 OR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS
Face-mourt hangers
=
0
,-
co
4
APDJT2-4, APDJT2R-4, APDJT2-5, APE)JT2R-6, APVDJT2-4, APVDJT2R-4, APVIDJT2-6,
Outdoor Accents Deck Joist Ties
5
CTS218
CompressionfTension Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
CU
0
>
Sea #
Product Model. Number or Name
Product Description
APVOJT2R-6
6
DSP,.SSP, TSP
Stud to Plate tie
15
LUC26Z, LU021 OZ
Face-mourit hangers
U' E
(3)
0
1
SDI Ol 12DEB
Outdoor Accents ConnectDr Screw
5
APHH46, APHH46R: APHHO10, APHH61OR
Outdoor Accents Heavy Hanger
7
HI, HIUA, H2,15A, H3, HO� H7Z� 1116� H16S, HIO-2, H16-28
Hurricane Ties
10
LUS series hangers
Face -mount hangers available in Widths ranging from 11-Eill 610 4-
U) (3)
2
SD91 12, SD92112, SD1 0112, SD1 0212
Strong -Drive SO Connector Screw
6
APL4, API-6, APT4, APT6, APVL4, APVU3, APVT4, APVT6
Outdoor Accents L and T Bearn-to-Column Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
518" arid heights ranging from 3" to 10-1 S!l 6"
C/)
CU
3
SD91 12SS. SU9212SS
btrong-Drive SO Connector SS Screw
7
APLH24, APLH24R; APLH26. APLH26R, APLH21 0, APLH21 OR
Outdoor Accents Light Hangers
9
HS24
HurricarnaTie
17
MGU3:63-$DS, MG1.15.25-SIDS, MGUS.50-SE)S, MGU5.62-SDS, MGU7.0Q-SDS
Face -mount hangers
,,o
CU
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4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCI`221014�
Strong -Drive SDCP Timbor.CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDSI,5. HSS2�2-SDS3. HSS2-3.SDS3. HSS4-SDS3
Heavy Stud Shoe
18
MIIJ series hangers
Face -mount hangers available in widths ranging from 1-9/16"tc, 5."
SDCF221134, SDCF221334, SDCF271958, SDCF272358
8
CBT2Z, CBT4Z
Concealed Bea m Ties
11
H,9T2: HST�3. HST5, HST6
'Straight Straps
lff' and heights ranging from 6-IV16'to 19-1/Z'.
ba o
5
SDCR22434. SDCP22512. SDCP22614, SDCP22700, SDCP22858. SDCP22912,
Strong -Drive SDCP Timber-CP Screw
10
CJT3Z, GJT4Z. CJT5Z, CJT6Z
Concealed Joist Ties
12
HTS116, HTS20, HTS24, HTS28, HTS30, HTS30C
Heavy Twist Strap
19
MUS2B, MUS28
Face -mount hangers
SDCP221100, SDCP221134, SQCP271400
11
DJTl 4
Deck Joist Tie
13
HTS016KTZ, HTSQ20KTZ
HeavyTWatStrap
20
SUR, SUL. SURC, SULO series hangers
Skewed face -mount hangers available in widths ranging from 1-
6
SDHR2740Q. SDHR27614, SDHR31400, SDHR31614
Strong-DriveSDHRCombo-Head Screw
12
US
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9118" to 3-9/1 Wand heights ranging from 3-111 Or' to 13-114".
7
SDS25112: SDS25134, SDSZ5200, SDS25212, SDS25300, SDS25312, SD8254121
Strong -Drive SDS Heavy -Duty Connector Screw
13
FC4. F06
Framing Clips
15
L$TAP, LSTA12. LSTA15, LSTAI8, LSTA21. LSTA24, LSTA30, LSTA36
Straight Straps
Ctmcealad flange version (SURC, SULC) available for all double
SDS25500, SIDS25600, SOS25800
14
FWANZ
Foundation Wall Angles
16
LST149, LST173
Straight Straps
2X and 4X models; only acute flange is concealed.
8
SDS25112SS, SDS2520OSS, SIDS25212SS, SDS253DOSS: SDS25312SS
Strong -Drive SIDS Heavy -Duty Connector SS Screw
15
GAI. GA2
Gusset Angles
17
LTB20,LTB40
Bridging
21
U series hen gers
Face -mount hangers available in widths ranging from I-elle'to
9
SDW.F2TI6, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Stroing-Drive SDWF Floor -to -Floor Screw
16
H2A, H2_5T, Hs, HJOA-2, Hl OS, H14, HGA10
HurricarraTior
18
LTS12, LTS16, LTS18, LTS20
Light TvAst Strap
6'and heights ranging from 2-51&'to 11 -1/4".
17
HCJTZ
Heavy Cone" led Joist Tie
19
MOT
Medium Girder Tiedown
CN
18
HH4, HH6
Header Hangers
20
MST27, MSTV, MST46, MST60, MST72
Straight Straps
FL#10007�!F!8
19
KBSrIZ
Knee -Brace Stabilizer
21
MSTA9, MSTA12. IvISTA16, I MSTA21, MSTA24, MStASO, MSTA36. I
Straight Straps
FL*10667-R6
20
Angles
22
WSTC28, MSTC40, M$TC52; MSTC66, MSTC76
Straight Straps
a)
Sea N
Product Model, Number or Name
Product Description
21
LCE4
Post Cap
23
MSTC48BS, MSTC6663
Pre -Bent Straps
Seci X
Product Model. Num ber or Name
Product Description
I
ATR318, ATRI/2, ATR5/8. ATR314
Threaded Rods
22
LS30, LS50. LS70, LS90
Skovable Angles
24
MST126, MST136, MST148, MSTIOO, MST172
Straight Straps
I
BA series hangers
Top flange hangers available in Wdths ranging from I -,all to
't
o; CL
2
ATUD5, ATUD8-2, ATUD9, ATUD9-2, ATUD9-3, ATUD1 4, ATLJO14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable StarStringer Connector
25
MTS12. MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C
Medium TwistStrap
118" and heights ranging from 7-118" to 59'.
8
3
BP318-2, BP112, BP112-3, BP5/8-2, SP518-3, BP3A, SM/4-3, BPRTUE)3-4
Bearing Plates
24
LSSJ26LZ, _,9SJ26RZ. LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
20
NCA2xl 0-12, NCA2x12-12, NCA20-16, NCA200-116, NCA2xI 2-16
Bridging
2
1)GBF series hangers
Top flange hangers available in Wdths ranging from 3-5/6'
ci
A
CNW318, CNWlt2, CNW518, CNW314. CNW5f8-ll2, CNW314-5/8
CouplerNuts
25
LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
RCWa12, RCWBl4
Wall Bracing
-
118" and heights ranging from 9-114" to 24".
8�.
B.
5
CTUD56, CTUD65, CTUD66, CTUE)75, CTUD76, CTU077, CTUD67, CTLID88, CTUD97,
Covpling Take -Up Device
25
LTP4. LTP5
Tie Plates
28
RPS18, RPS22, RP528
Repair Plate Strap
3
DGF series hangers
2" 1. 3-
Top flarge hangers available in widths ranging from 1 -1 Zto 3-
3
Z
CTUD98, CTUD99
27
ML23Z, ML247 IML262, ML28Z, ML2107
Angles
29
RSP4
Stud to Plate Connector
51$" and heights ranging from 7-114"to 21'.
Q)
6
N3, N4, NG, NO
Heavy Hex Nuts.
28
MIMH8
Roof Tie -Down
$0
SP1. SP2. SP4� SP6, SP8
Stud Plate Tie
4
DGHF series hango ra.
Top flange hangerseLvalsbie in Wdths ranging from 1 -31 to3-
7
1 RTUD3B, RTUD4, RTUD4B, RTUD5: RTUD15, RTUD7, RTUDO
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPH8
Heavy Stud Plate Tie
518" and heights ranging from 9-114" to 24"
cc
8
TUD9. TUDIC
Taka-U 0 Device
30
MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210. MMLU1211, MMLU139. MKALU]311
Face -Mount Hangers
32
SS1,5; SS2.511 SS3j SS4.5
Stud Shoe
5
EG5. EG7, EGQ series hangers
Top flange hangers available in Wdths ranging from 5-114!'to 8-
9
TUW38
Take -Up War her
31
RHC.RBCP
Roof Boundary Clips
33
ST9, ST12, ST18, ST22, ST292, ST2122,,9T2115; ST2215r ST5215, ST6224, ST6236
Straight Straps
7f8" and heights ranging from 11" to 32-11f7%
11)
URS3
313" Uplift Rod Run Tiedown System
32
RST-3
Roof Tie -Down
34
T820, TB27, TB307 TB36, TB42. TB48. T1354, TB56, TB6D
Tension Bridging
6
EGQ series hartgois
Top flange hangers available in welths ranging from 3.518" to 7-
11
URS4
If2"Uplift Rod Run Tiedown System
33
RTC227, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB10, TWBIZ TWB14
Wall Bracing
114" and heights ranging from 1 1AM" to 32".
12
URS5
5f8" Uplift Rod Run Tiedown System
34
$TC.STCT,DTC,HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiedown
7
GLS series hangers
Saddle hangers available in widths, ranging from 3-1/4" to S-718"
13
URSO
314" Uplift Rod Run Tiedown System
35
TJ057,TJC57
Truss Jack Clips
57
W9100; WEIM, WB12a, WB126C, WE143C
Wall Bracing
and heights ranging from 8-112" to 28"_
313,
Z2,Z4,Z44
Panel Stiffen or Clips
8
GLTV series hangers
Top flange hangers available in wk1ths ranging from 3-114�'tcr T-
Ir'S" and heights ranging from I V to,32'.
FL#10441-R6
FL#I MI-IR5
9
HIS series hangers
Top flange hangers avaie�;e In widths ranging from 141116" to 7-
FL#10447-R6
If2" and heights ranging from 8" to 30"
Seci 9
Product Model, Number or Name
Product QeSCHII
Sea X
Product Model. Num bar or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 6-1/4" to S-718"
1
OTT2
Hold-down
Sig it
Product Model, Number or Name
Product Description
1
CSH2.37x5.5, CBH2.37x7,83, CSH2.37xg.75
Concealed hangers
and heights ranging from 10-1 12'to 28".
2
HOC1014, HOC10122
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU, OHL, DH UTF series hangers
Face -mount (DU, QHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available In widths ranging from 3-1X'to 5-
3
HD061 HHDO11, HHDO14
Hold-down
2
DSC2FZ-SO83, DSC2L-SDS3, DSC5R-SDS3, DS--5LSD83
Drag Strut Connectors
available in Wdths ranging from 1 -911 S' to 3-9113" and heights
718" and heights ranging from 7-112" to 32'.
4
HOU2, HDU4, HDU5, HDU8, HDUIl: HOU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9.118" to 23-15116"-
12
14GLTV series hangers
Topflange hangers available in widths ranging from 3-11,Vto 7-
5
HPA28. HPA35
Slap -style purlin anchor
4
HCPI�81, HCP2, HCP4
Hip Corner Plate
3
HGU3,63-SDS. HGU5.25-SD$�, HGU550-30S, HGUS.62�SDS, HGU7.00-SOS, HGU7.25-
Face -mount hangers
118" and heights ranging from 14" to n'.
a
I LSTHD8RJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHI HHRC4tl,81. HHRC44, HI-IRC5,2513-25, HHRC5.37la12,
Heavy Hipto Ridge Connectors
SDS, HGU9,00-SUS
13
HIT series hangers
Topflange hangers available in Widths ranging from 2-5116" to 3-
7
MASA,MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 11-501 to 7-
W16" and heiq* ranging from 161c 28".
a
MPA132, MPA144
Strap -style purlin anchor
a
HRC1.81, HR022
Hip Ridge Connector
W8` and heights ranging from 5-511 O"to 12-718",
14
1 series hangers
Top flange joist hangers available in widths ranging from 3�1 18" to
9
PAIS, PA23, PA28. PA35. PA51, PASS
Slap -style, purlin anchor
7
LRIJ26, LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5.25.SDS, HHGUS,50-SDS, HHGU5,62.SDS, HHGU7 00-SDS. HHGU7.25-SDS,
Face -mount hangers
3-9116"and heights ranging frorri
10
PAII8, PAI23. PA[28� PA135
Strap -style purlin anchor
8
LSU26, LSSU28. LSSU210
Light Slopeablef,9I U Hanger
HHOU9,00-SIDS
15
HUTF. HUCTIF series hangers
Top flange haningersavoilable in wdths ranging from 1 -9118" to 5-
11
STHDI 0. STHDl 0RJ
Strap-styl8 hold-down
9
TBE4� TBE6
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2, HHUS21G-2, HHUS46, HHUS48, HHUS410, HHUS5-50110,
Face -mount hangers
1/2" and heights ranging from 3-7116" to 1Y. Concealed flange,
12
STHDI 4. STHDl 4RJ
Strap -style hold-cl
10
TQ24; TC26: TC28
TrussClip
H H US7.25fl 0
vets io n (H UCTF) available to r all mode Is having,,vidtheq ual to or
11
THA2g, THA213, THA21 8, TH A 218-2, THA222-2, THA413, THA41 8, T HAC41 8, TH A422,
Adj usta ble, Truss H a nger
7'
HSUR, HSUL, HSURC, HSULC saties hangers
Skemd face -mount hangers available in wdths ranging from 3-
greater than 2-9/16".
THAC422, THA426, THA422-2, THA428-2
IA" to and heights ranging from 4-3/X'10 1 6-,V,4"_
18
HWP series hangers
Top flange hangers available in wdths ranging from 1 -911 S' to 7-
12
THA11.81122, THAl2 06f22, THAl2.1122, THA1222, THA11322, THA13522, THA1422
AdjustableTruss Hanger Sized for I -Joists
Concealed flange version (HSURC, HSULC) available for all
IA" and heights ranging from 5-318" to 26'.
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4Xmodels; only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in Wdths ranging from 1 -!9116' to 7-
14
THIJAZO, LTHJA26, LTHMA
Multiple Trwsa Hangers
8
HTU26, HTU28, HT0210, HTU26-2. HTU28-2, HTU210-2
Face -mount hangers
112" and heights ranging from 5-318" to 37'.
15
THJM2-4-SDSS; THJM2-5-SOS3, THJU26, THJU26-W
Multiple Truss Hangers
9
HU. HUC series hangers
Face -mount hangers available in Wdths ranging from 1-9116'to 7-
18
ITS series hangers
Top flange hangers available in Wdths ranging from 1-9118" to 3-
16
TSBR2-,24
Truss Spacer -Restraint
10",ancl heights ranging from 2-7t$` to IS-114"_ Concealed flange
5/8" and heights ranging from 9-IWto 16'.
17
VPA2, VPA25, VPAS, VPA35, VPA4
Variable Pitch Connectors
ve , rsion (H UC) available for all models having width equal to or
19
Ja series hangers
TDpflange hangers available in Wdth of f-911 6'and heights
18
VTCR:
Valley Truss Clip
greater than 2-9116",
ranging from 5,$18" to 7-14',
10
HUCQ1.8119-SDS. HUC01.81111-SOS, HUCQ210-2-SOS, HUCO210-3-SOS, HUC0310-
Face -mount hangers
20
J13A series hangers
Top flange hangers available in width of 1-9/16" and heights
SDS, HUCQ410-SDS, HUCQ412-SDS, HlJCQ5.2"-SDS, HUCQ5.25111-SDS, HUC0610-
ranging frorng-V18" b
SDS, HUCQ612-SDS
Simpson Strong-Tie202O FBC Approved Products
Updated 12M/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213012020
C=
For dreat rinks to all 148T approvals listed bRou, CLICjK HI
For direct links to all 88T approvals listed belorv. CLICK HERE
For direct links to all SaT approvals listed belaivi CLICK HERE
C=
For direct links to allSST approvals listed balow: CLICK HERE
For additional informaton regarding Florida's -Statewide PrQduct Approval System and Mqmi-Dade County
Notice of Acceptance III �QLJQLA=.
For additional information regarding Flcqida�s Statewide Product Approval Swtem and Marril-Dade County
Notice of Acceptance (NOA), 9UQKJiLU
For Additionol information regarding Floiida�s Statewide Product Approval System and Memi-Dade County Notice of Acceptance (I aLtQEJJ=,
-o
For additional informotion regarding Florida's Statewide Product Approval System and Miarrij-Dade County Notice of Acceptance (NOA). QLIQEJ=.
21 LB series he ngers Top flange hangers available in Werth of 1 -9116" and heights
FL#11468-R5
IS SILBV1,56, SILBVI,81, SILSV2,06. SILEV2.aT, 5113V2.56, SILBV2,68, S/1-BV$12, Top Fla rigeJoist Hangers
5 SET-XP Adhesive Anrhorfor concrete
ranging from 5-318" to 15-118".
SILBV3.56, SILBV3.62. SILBV4.06. SILOV4,12, S11-13VA-28, SILBV415. SILBV5.50
6
Strong -Solt 2 M132, STS24SS, ST82-15SS)
Strong,Boft,2 Wedge Anchor for concrete avallable in carbon
22
LBAZ series hangers
Top flange hangers available in width of 1-9116" and heights
Sect X
Product Model. Number or Name
Product Description
19
SrLTT2Q SfDTT2Z. S/HTTI 4, HTT4, HTT5
Holdowns
steel and Types 304 and 316 stainless rteal
ranging from 9-3M T'to 13-IM".
I
HHUS210-3, HHUS210-4
Joist Hanger
20
8IMST60, SIMST72
Straps 118 mii (10 ga)
7
Titen HD (THD�H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS)
Tirlen HO Heavy Duty ScrewAnchorfor concrete and masonry
23
LEG?. LEG5, LEG7 series hangers
Top flange hangers available in widths ranging from 3-114" to 3-
2
HR56� HRS8. HRS12
Strap Ties
21
SP4, SPO
Stud Plate Ties
available with hex head in carbon steel and Types 304 and 316
718" and heights ranging from 0" tc,33-112'.
3
HUCQ210-2-SOS, HU00210-3-SDS, HUC0310-SDS
Joist Hanger
22
SSP; DSP, TSP
Stud Plate Ties
stainless steel, of with countersunk head in carbon steel and
24
MEG5, MEG7 series hangers
Top flange hangers available in v�idth5 ranging from 5-114" to 3-
4
THGB2. THGE33, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC� LITC
Truss Clip
Type 316 stainless steel
U)
VS" arid heights ranging from 9" to 32-117'.
5
THGQ2-SD63, THGQ3-SDS4�5, THGOI-12-SOSS, THC;QH3-SDS4.,5, THrQH4-SDS8
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Tillon HD Rod Coupler (THD37634RO, THD50034RC)
Titan HD Threaded Rod Coupler for concreta-
25
MIT series hangers
Top flange hangers available in Weths ranging from 1-9116'to 5-
6
THGW3-3, THGW3-4, THOW4-3, THGW4-4
Joist Hainger
25
TJC31
Truss Jackconnectoir
9
Tition HD Threaded Rod Hanger (THDS2bl58RH, THDB371 58RH: THD37212RH.
Titen HD Threaded Rod Hargerfor concrete
1/8" and heights ranging from 9-114" to 24",
THD50234,RH, TH010212RH)
26
PF, PFB, PFUS, PFUSB series hangers
Top flange hangers available in Wdth of 1-0 6" and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
(D
ranging from
FLA11473-115
FL#13904*R5
27
RR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in wIdths ranging from 1 -g/16" to 7-
sea #
Product Model. Num bar or Natrine
Product D12scriotion
Sea #
Product Model, Number or Name
Product OescdVAM
FL#16230-RO
1/8" and heights ranging 9-114'tlo 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCQM3.82-SDSHDG; CCQM4_62-SOSHDG, CCQM5.50-SDSHDGL CCTQM3�62-SDSG,
Masonry PierCaps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTQ , M4.82-SOSG: CCTQN!5-50-SDSG, CCCQMS.62-SDSG: CCCOM4.62-SDSG,
Sod #
Product Model. Num bar or Name
Product Description
3
H18, H18S, H15,2. H16-2S
HurricarieTie
CCCQM5,50-SDSG
I
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#1 QSSO-R5
4
HETA12, HETA16, HETA20, HETA24. HETA40
Embedded Truss Anchcr
2
ECCLOM3.62G-KT, ECCLOM4-62G.KT, Er_CLQM5_50G-KT. ECCLLQMD3,62G.KT,
Masonry Pier Caps
2
ET.HP
ET -HP Epoxy Adhestive for masonry
5
HETAL12, HI HEYAL20
Embedded Truss Anchor
ECCLLQMD4.62G-KT. ECCLLQMD,6.5OG-KT, E0_CLRQMD$.62G-KT, ECCLRQMD4,62G-
3
SET-XP
SET-XP H igh-Strength Epoxy Adhesive for masonry
Sea #
Product Model, Number or Name
Product Qescdefi2a
6
HGAMIO, HM9
Masonry retrofit con riectors
KT, ECCLRQMD5.50G-KT
4
Strong-Boli:2 (STS2)
Strong -Bch 2 Wedge Anchor for masonry
I
ABA44. ABA44R, ABA46, ASA46R, ARAO& ABAOSR
Adjustable Post Base
7
HHETAIG, HHETA20, HHETA24, HHETA40
Heavy Embedded Truss Another
3
HGUM5.25: HGUMS.50, HGUM7.00, HGUM7.25, HGUII
LGUM28-3. LGUM28-4, LGUM210.2,
Heavy Masonry Hangers
Masonry Seem Hangers
5
6
Titen 2 (TTN2)
Titan HD (THD-H4SS, THD-H68S, TH D-CSOSS)
Then 2 Screw Anchor for Concrete
Titen HD Hesvy�Duty Screw Anchor for concrete available in 304
2
ABU44, ABU44R, ABU46. ASU46R, ABL)5_5, ABU5-6, ABU65, ABU66, ABUI36R. ABU88,
Adjustable Post Base
8
LGT2, LGT3-SD82,5, LGT4-SDS3
Girdeffiedown
4
LGUM26-2, LGUM26-3. LGUM264, LGUM28-2.
ABUSSR, ABUIO10, ABU1010R, ABU1212, ABUI�12R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410
or3lS stainless steelwith hex head, and316 stainless steelwth
3
ABW44Z. ASW44RZ, ABW46Z. ABW46RZ, ASW66Z. ABW66RZ, ABW7-7
Adjustable Post Bare
10
META12, META16. META118, META20, META24, META40
Embedded Truss Anchor
5
MBHA3_1M.25, MSHA3.12ill.25. MBHA3-56f7.25, MBHA3.5619.25, MBHAS.56111.25.
MasonryTop Flange Beam Hangers
countersunk head.
4
AC4. A04R, ACE4, ACO, ACOP, A0171,
Post Cap
I I
MSTAIM24, MSTAM36, MSTCM40, MqTCMOO
Strap Tie for Masonry
MSHAS.56111.88, MBHA3.56i14, MSHA3.5SfI6, MBHA3-56/18. MSHA5.60fT25,
7
Tillen Turbo CrNT)
THen Turbo Screvv Anchor for concrete or masonry
6
E04, BC46, BC4R� SCO, BC6R, BCS, BCS2-24 BC52-316
Postcap
12
MTSM16, MTSM20, HTSM16. HTSM20
Twist Strap for Masonry
MBHA5,50fg,25, MBHA5-50/11,25, MBHA5.�500 1,88, MBHA5.5Qf14, M9HA5.50116,
6
Ca44, CB46, 013418� CB66� CBSS
Embedded Column Base
UBHA5.50118
7
CSSQ44-SDS2, CBSQ46-5062, CBSQ6S-SDSZ C155080-SD82, CBSQS8-SD52
Embedded Column Base
6
MBHU3,56/9.25, MBHU3,56111.25, MBHU3.5&1 1 �88, MBHU3,66114. MBH U&S6116,
Masonry Seem Hangers
fL#1 6937-R3
>
8
CC, ECC, ECCLI Series
Bolted column caps whin Wl ranging from 3-114" to 9-117'and
W2 ranging from 3-518" to 7-1 f2"
FL#11496-R6
MSHU3.56118. MBHU6.5019.25, MBHU5.5Ot1 1.25, MBHU5.5011 I �88. MBH L)5,60/14,
M13HU5.50116, MEHU5.50118
Sea 0
Product Model. Num per or Name
Product Description
0
9
CCCI-SDS2.5, ECOO-SOS2.5 Series
Screwad column caps with W1 ranging from 3-114" to 9-lZand
Sea #
Product Model. Number or Name
Product Descritation
I
)(34a1OIMK1 XI S1016, XI B1 0104K, X01SIO18, XQl 91 016-41K
410-16 Strong -Drive X Metal SeF-Drilling, Tapping Screws with 93
W2 ranging from 3-5f3" to 7-112"
1
DTTIZ
Deck Tension Tie
Drill Point
>
10
CPT44Z, CPT66Z, CPT88Z
Concealed Post Tie Base
2
HD12, HD19
Bolted Holdowns
FL#113975-RG
2
XL0114T1224, XLQIl4S1224-2K
#12�248trong-DriveXl_ Large -Head Metal Self -Drilling, Tapping
11
EP544A. EPB44. EPB40, EPB66
Embedded Post Base
Embedded Post Base
3
4
H0313� HD513, HD7R, HDOB
HTT4, HTT5, HTT5-SA
Bolted Holdowns
Tension Ties
Seci #
Product Model, Numboror Name
Product Qe9c,rhA!M
3
XM01 14S1 "41, XMQ1 1491224-2K
Screws with ffi5 Drill Point and Large Diameter Hex Washer Head
fil2-24 Strong -Drive XM Medium -Head Metal Self -Drilling,
0
12
13
PPS47
LCE344, LCBOO
Embedded Column Base
5
LTT19, LTT20B. LTY131
LightTension Ties
I
$DW22300, SDW22338, SOW22438, SOW22458, SDW22500, SDW22600, 5DW22638.
Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #6 Drill Point and Medium Diameter Hex
14
LPC4Z,LPC6Z
Light Post Cap
SDW226S4
4
X9114S1224. XQ114BI224-2,5K X114,q1224,XQ1I2S1224 XQ112BI224-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5
Drill Point
15
MPI3447, rli MPB88Z
moment Post Base
2
SOW015450L SDWC15800
Strong-Drivia SOWC TRUSS Screw
16
P944. PB44R, PB46. P666, P86OR
Embedded Post Base
FL*13628-R5
3
SDWH193COD6, SDWH1Q4O0DB, SDWHIDGOODIB, SDWHIOSOODE, SDWHI,41000L)B
Strong-Drivem SDWH TIMBER-H EXScrew
5
XU84Sl 016. XU3481016-5K
010-16 Strong -Drive XU Metal Self -Drilling, Tapping Soreri-r. wb
17
PBS44A,PBS46,PBS68
Embedded Post Base
4
SDWH27400G, SDWH27500G, SDWH2780OC3, SDWH271000G, SDWH2712DOG
Strong -Drive SDWH TIMBER -HEX HOG Screw
#1 Drill Point
is
PBV6, PBVIC
Round Post Base
Sea#
Product Model, Number or Name
Product Description
5
SDWS16212, SDWS16300, SDWSIO312.SDWSI 6400
Slron2-Drive SOWS FRAMING Screw
SOWS Glade)
0
19
PC44-161 PC46-16, P048-1 6. PC64-16, PCS5_1 6L EPC44-16. EPC45-1 8, ERC48-1 5,
Post Cap
I
SBS8x24, SB71&24, S81x3O
SB Anchor Botts
a
SDWS19600, SDWS19712, SDWS22400,SDWS2250O.SDWS22512, SDWS221500�
Strong -Drive TIMBER Screw (Interior
21)
EPC64-1 6, EPCB&I 8
PC4Z, PC4I PCSZ, PCSRZ, PC8Z, PC8RZ: EPC4Z, EPC4RZ, EPC5Z, EPC5RZ_ EPC8Z,
Post Cap
2
SSTBI 6, SSTB20, SSTB247 SSTB28, SST834, SSTB36, GSTBI OL. SST820L, SST624L,
SSTB28L
SSTS Anchor Bolts
7
SDWS2280D, SDWS22900, SOW822IODO, SDWS221 100; SDWS221200, SOWS221 500
SDWS22300DI3. SIDWS22401013 SDWS22500DR. 91)WS22BOODS, SDWS228OODS,
Stiong-Drive SOWS TIMBER Screw (Exberior G rade)
FL*a6320-R0
EPCSRZ
SDWS2210000B
Sao #
Product Model, Number or Name
Product Description
21
PPB44-4Z. PIPB44-6Z
Post Base
6
SOW,8223112I)BB, SDWS22512DBB
Outdoor Accents Structural Wood Screw
1
DSSCB43-5; OSSCS40, DSSCS48, DSHIS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SOWS2730OSS, SDWS2740OSS, SDWS275COSS, SDWS2713OOSS, SDWS2780OSSi
SrhorrgmDrive SDWS TIMSERLSSScrevv
2
FCB43.5� FC845,5� FCB47.5. FC849.5� FCB411.5
Bypass Framing Fixed-Cric Connedtor
U)
SDWS2710003S, SDWS2712008S
3
FPHSD34S1018, FPHSDI,461015, FFAHS034131016-51K: FPHSD34Sl2l4,
#10-16 and #12-14 Strong -Drive FPHSO Framing4o-CFSSeff-
Sod A
Producit Model, Num her or Name
Product Description
10
SE)WV13400
Strong -Drive SDWV SOLE -TO -RIM Screw
FPHSD3481214. FPHSD34BI214-5K
Drifling, Tapping Scre,�Ae
co
FL#11 0866-115
1
CMSTI 2, C MSTI 4, CMSTC11 6. CSI 4; CSIO, CS1 8, CS20, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFCZ25, LSFC4,25� LSFCO-25, SFC2.25, SFC4.25, SFC6,25
Steel Framing Con nector
2
HRS6. HRS8, HRS12, FHAB, FHA9, FHAI2, FHA118, FHA24, FHA30. MST126, MST136,
Straps 97 mi) (12 ga)
5
LSSC4.25, LSSCS.25. SSC2_25, SSC4.25; SSC6.25: MSSC2.25, MSSC4.25, MSSC6.25,
Steel Stud Connectors
Sea #
Product Model, Number or Name
Product Description
MSTI 1 48, MSTIGO. MSTI72, SIMST27, SIMST37. SIMST48
MSSC4.25KW, MSSC6,25KW
<
I
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28L HTS3C, HTS30C
Heavy Twist Strips
FLS15363-R3
RCKWS, RCKW5.5, RCKW`7.5, RCKW38, RCKW6.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
L$TA30, LSTA38, LSM49, LST17,3, MSTA9, MSTA112, IMSTA15, MSTA18; MSTA21, MSTA24
Steps 43 mill (18 g a)
7
80843.5, SCS45�5, SCB475, SCS49.5, SCB41 1 r5, MSCB45.5, MSCS47.5
Bypass Framing Slide�Cljip Connector
3
GH40-6, G114", GH48-6, GH48-8, GH410-6, GH410-8, GH66-6� GH66-8, GH08-6, GH68-
Girder Hanger
6
LSTAP. LSTA12, LSTA16, LSTAIB, LSTA21, LSTA24, ST292, ST2122. ST21 Ia. ST2215
Straps 33 mill (20 ga)
Seg X
Product Model NuMber or Name
Product Description
8,
SCSBZ�5197, SCS62�5/07. SCS62-5tl 18, SCS82-5/1 18
Bypass Framing Connector
9, GH61 0-6, GH610-8
6
LSUBH3.25. SUBH3.25, MSUSH3.25
Bridging Connector
I
AS 18, AS 18$5-, AS 18SI3
15 ga. Truss Plates
9
S-_W25, Scwsi5
Head -of -War Slide -Clip Connector
4
GLB6A, GLB6a GI_35C� GLI360, GL07A, GLE713, GLI37C. GLI37D
Glularn Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 20HS
20 ga, High Strength Truss Plate
10
SJC8.25, SJCl 0.25, MSX825, MSJCI 0.26
Steel Joist Connectors
5
OLDT512, GBLT012, GLET516, GSLT616, OLST520, GBLT1520
Glulam Searing Plata
8
LTS12,LTS16,LTS18,LTS20
Light Tvirat Straps
3
AS-20
20 ga. Truss Plate
11
SSB3,518
Bypass Framing Slide -Clip Strut Conieaor
6
HGLBA, HOLBB, HGLBC. HGLSO
Heavy Glulam Bearing Plate
9
MSTASQ, MSTAK ST6215., ST(3224, ST9, ST12. STI5, ST22, MSTC28, MSTC40 MSTC52
Straps 54 mil (15 ga)
4
ASHP
Hinge Plate Connector
12
XLSH34BI414, XLSHT8131414
#14-14 Strong -Drive XLSH Shouldered Seir-Onring, Tapping
C5
7
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedawn
10
MSTC68, MSTC78, STS236
Straps 68 mil (14 ga)
Screv's
LLJ
8
UFPIO-SDSO
Universa I Foundation Plate
11
MTS12, MTS13, MTS18, MTS20. MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XQ1 SI 018, X01 BlCI&4K, XQIS1 214� X01131214-3.5K. XQ78S1224, X076BI 224-3K,
910-16.412-14: and #12-24 Strong -Drive X Metal Self -Drilling,
9
URFP
Universal RWofit Foundation Plate
12
Sffil.50, SIB1.81, SIB2.06, 88Z37, S02.50,5;fB2.08� S1133,12, S153.56, SIB3.62. 61134.06,
Top Flange Joist Hangers
FL#10730-R4
X01 14SI 224, XQI 114191224-2311(� XQI 12SI 224, XQI I 281224-2K, )04SI 016-5K;
XISID18, X1B1OI6-4K, X1 81214, XlBI214-3.6K
Tappinu Screws
<
S/641 2, SfB4.28, S/134.75, SIB5,513
13
SlEAZ12ffl. SIBA2.121101 SIBA2.12i`12, SiBA212/114, SIBA4.1818. SIBA4.11$110,
Top Flange Joist Hangers
Soo 9
Product Model, Number or Name
Produ tDescriotian
SiSA4.181112, SIBA4.18114
1
ET -HP
Adhesive Anchorfor concrete
14
StHIA
HurricarreTie
2
GAC, GDP. GDPM-50, GOPM-75. GDPM-100, GOPS, GW-50, GW-76, GW-100, GTH
Ges-actuarted fasteners and assemblies
<
15
S/HD8S, S/HDI0S. S/HD109, SIHIASS, SfHD15a
Holdowns
3
PDP.A, POPAX, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP�W, PDPAWL,
Powder -actuated fasteners threaded studs, and assemblies
16
SIHDU4,!3fHDU6. SlHDU0. SIHOUI 1
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHAS, PTRHAA
_J
17
S1JCT, 3lHJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concfete
SHEET
NO.
March 6, 2023
PA 1.3
a)
C/) -Cu a)
-a > 0
MlAmtm ML4341-DADECOUYM
FRODUCtCW=OLSECITION
PGTIndustries.hw.
PGTIndustries"Juc.
a) 0 =
_0
CDL 0
PGTIndustries.lnr.
(D CDL 0
11W5 SUT 26 Steat Rvm-91H
NOTICE OF, AC CIE PTAIN CE: ]EVIDENCE SUBAIJITTEI)
NOT110E Of, A C C E PTAYC I E: E 1-1 DENCE S1rB M LTTED
co -0 0-
DEPARTMUff OF REGVLATORYANDECON0111C RF-SOUTACESOLER) Mi=F_F1m& 33175-1474
T(786)3B-2590 F(7U)3 . 15-2599
OFACCEPTAINCE: ENTIDU� SUBMTTED
4Z
Z
WARDAIND CODEADIRbUTRATIONDMSIGN
NOTICE OF ACCE PTANCE
1. Evidence submitted under previous NOA
D. QUALITY ASSITRANCE
CZ
Cn
ca co
(NO -AL)
A. DRAWINGS
B. TESTS (continued)
1. Nfiami DadeDepartme nf of Regublory and Economic Resources (RER)-
Q) Q
0
PGT Industries, Inc.
1070 TechuobTr Drive.
L IvL=facttw,!es,4iediawi�pandgmtioas.
5, Tet, �repod on 1) Aiff Imf4hation. Test, per, FBC, TAS'2 02-94
C3
-S &_
0 cl C 0 3:
North Venk*, FL 34,275
(Submifted undtr1V0.4X& 11-0107, 64)
2) UnformStatw Aw Pressure Test, per FBC, TAS 20-7-94
1. MATERKLAL CERTIFICATION CL
'
0 LL
SCOPE:
2- Drawing No. 10-5570. 1 0, titled zTinyl Sliding Glass Door NOA aW, sheets 1
3) Water Resistance Test. per FBC, TAS 202-94-
L Notice of Acceptance -No. 15-0-52,914 iSsuedL to Vision EXtMSion Limited fGr tha cc
�=
-
Co 0 co
This NaA is being issued umder theLapplicablerules aadregir4fiow. the use of coustractionmaterialss-lbe
through 21 of 21 prepared by manufaenuff, dated M5,il 5, with revision A dated
4) Large Missile Impact Test per FBC, TAS 201-94
-Mllike Rigid PVC Exterior Extrusions for Windows and Doore'. dated 08113A.5. Z
.
cn -0 E 2
documentafion submittedhas been reviewed and acce pted�byNE=i-DadeC.cuatyRER-Pr6duc Control Seetionto
04105M, signed and seakd by A- L�mn MMer, RE.
5) Cyclic Wind Pfess= Loadingper FBC, TAS 203-94
eq&ing on L 09; 3049.
U) (D
be, Da&-CD=1y udoWrweaiwkere allmmdbyte Auttcrity Haringlwnktim(AHJ).
kS 202-94
6) Foxed Etffy Tt%t- per FB C, T.
1 Notice of AcceptanceNo. iwd tD Vision ExtmA=Limiled f6rtheik
16 _020,0,8 L% CD C=L-
'n "0. C U C1
Co
-T the e. -Dade County Product Control Section
This-NOA t�hall not Ve valid a& xpiration date statedbelmr TheMiami
B. TESTS
-ed-u rs, and insta.1lation diagram of 'Anyl, sliding glass door- d
along withmark p dravifig prepare
1000 Tan 201 and lighter Shades (Nen-'"16te) Rigid PVC Exterior Extrusions r
U)
(in MiamiDade County) ancVorthe AIU (in reserve the right to have this
1- Test report on I)Unifonn Static Air Pkssure Test, per'FBC, TAS"2021-04
byTenestration, Testing Lab- 1w.- Test'Report No.FTL8549, dated IM6115- signed and
Whidows and Doors", dated 11/08,16, expiring, on. 12J29,,2 1.
product or material testedfor quality-assurancepuqx6es. 1fdiis pradiwt ormateriAt fails to perform in the accepted
Per
elmpactTeg _FBC,_TAS201-94
2) Large Missile
sealed ky Idalmis Ortega, R E_ (Pmt Tqxxt revised on 12/04115 and 0211 V16)
-d for their
3. Notice of A cceptance No. 1 "5 2815 issued to Vision F-xinmm 1;m3itL
manner, the manufactwer will incurtheexpense� of such te-sting andthe AlUmayunmediatelyrev, ake, modify- or
3) CyclieWind Pressure Loading per FBC_ TAS 203-94
6- Testreport on 1) Air Infi.1tration Test, per FBC, TAS 202-94
"Brown Coated (Painted or Lamina") MWIte Rigid PVC Extwior 13:h-usions,
suspend the. use of such product at material within theirjurisdicton. RER resmes the tLght to revoke this
along With.maTted -up dowinp and ij�fion Aiagram-of vinyl slkling glass� door, pirepared
2) Uniform Static Air Presswe Testr per FBIC. 9-94
TAS 202
and Dears", dated 0M RI-5, expiring on 0930119-
Wbtdows 4
acceptance, if it is determined byMuuni_Etde CountyProduct Control Svetionthat diis productormatetial fails to
by'Fenestration Testing Lab, Inc � Test No. FT, L 9717, dated� 1210TI 5 signe4, and
3)WhterResistanc Xest,perFBC,TAS202-94,..
4. Notice of Acceptance� No- 1"712.02.mi" to ENERGI Fenestmtion Sobitions USA,
meet the requirements of tbt ApplicaMe budding code.
This,productisappm%ed' describedhewin andhas been designed to cognplywith. the Florida Buj&% Code
as _g 7
sealed ky Idabinis P_ E_ (rest revised on 021154� and- 02ILM116)
Ortega, TePw
,
4)LmgeMissitL-InVwtTebipuFBC,,TAS201-94
Inc� fortheir "TA-X3040 and Lighter Shades (Non -White) Ri&FVC Exterior
including the. ffigh Velocity Hunuaoe Zoiv_-
1 Test TePort on 1) Air Infilintion Test.per FBC_ TAS 202-94
5) Cyclic Wind Pmmn Loadingper FBC, TAS -2203-94
Extrusions for Allm. dews and Doors' dated 0911SM- ex4jiring on.0-71D4021.
D ESKMI M O'N - -Se ries " 55 7 W-1 7 70 " Vin)i Shdi ng Gla ss D oor (Reinfarr e d) w*o 9 01 & 13251 c orn er -_L
2) Unifmu Static .4_ir PTCSMXe Test- per FBC, TAS 202-9 4
along sith marked drawinp and installation diagram of vmyl sliding glass door- prepared
-UP
5- Notice ofAcceptance No- 16-071244 isswd to ENEILGI Fenestration Solutions USA,
"-Bron7e
APPROVIALL DO C IM, ENT. E �rawing No. D -.; -_5 70 �0 Re v R tit le d " Vimyt Sliding, Gla s a Doc r N OA, (1_NP` zheeu
3) Water Resistance Test, per FBC, T_kS 202-94-
by Fenestration Testing Lab, Inc., Test Report No� FTL 855Z dated 1, M-4(15, signed and
Inc fix thek and Lighter Sh ades of Cap C oa ted Rigid PV C I xterior
-NE -
I throuo 21 of'2 1, preparedby manuf4ctur ej�, dated 10/0511 5.and last revised on GM 1,12 1, signed and sealed by
4) Large M, Issile Impact Test per FRC TA S 2 0 1-94,
5) Cyclic Wind Prmw Loading per FBC7 TAS 2,03-94
ga P. E_ (rest �eport revwd 0A,
wAled by Idahnis Oite 02115,016),
7. Tedreport: on 1) Urdfonn Static Air Pressure TestT, perFBC, TAS,202-94
Extrusions tor W indows and Doors" dated 0-0/1 5il,6� exqumg on 04/1&2Q.
6. Natice of Acceptance No - 1 " 7110 3 issued t c ENERGI Fenestration Solutions U&4,
A. Lynn hidler, P-E., bearing the� Ata=�Dade CountyProduct Contral Revision stamp with the Notim of
6) Forced Enhy Test� per FBC, TAS'202-94
2) Large Mmile Impact Tea per FBC, TA�S. 2 01-94
Inc. for their "White Ried PVC Exterier Extrusions for Windows and boori� dated
Acceptanceaunaber andexpitalion date by the1lianni-Dade County Product ContralSection.
along withmarlmd-up drawings and insWiattan diagram of vinyl sliding glass dooffi, prepared
3) CwAic Wind Pressure Loadingper FBC. TAS 203-94
0&110117, vViring on O2-j2&1 8-
SILE V[P.kCrRtTL-N7G: Large and Sma]]"Tkfissile Impact Rw;istant
byFenemation Testing Lab, Inc� Test Rrport No,_FTL&U6_ dated 11106115r signed and
along with ma&ed-up drawings and insWhtion diagram oftnayl sliding glass door, prepared
7. Test reports No(s). 10-M--792(A), 10-C&IM0527- 535753-09.perASTME-94-
Limita tions:
I - See table I (sheet2) an4 table 2(slseetD fox applicable SGD unit sizesde�dgn pn%sm-es,
seated by Idalnfn Ortrga� R E� (Test report revised on 0 1 V4 6 an d Will M-16)
by Fenestration Testing Lab- Inc., Test R;pott Na. FTL 6639 (_;�nVles A-1 thru A-2.2), dated
AST101929 andASTNID-63 5, issued by EXOVA to Vision Extnision for cellulosic
&B-2,sheets'7_8) and anchor layout sheets requirements inn llthrul&
3, Test f qxft on, I)AirinfiltrationTea perFBC,TAS202-94
. I I I I
11�19,�10,dgaedatdsmlcdby.JwgeXC�,auso P.E-(Submitte4,und&NO.�4,Vo.lt-
I � I
composite material
2- RigidWhite PVC, Tan (Non-whte) Rigid PVC andB�fovmcoated (Painted �orbminated)white Rigid PVC to'be
--7) Unifo= Static Air Pressttre � Test- per FBC, TAS 20-1-94
0107. 04
(Submated zinder IN110AX6. 110107.04-�
labeled per referenced NIOA'srequiremenis_
3) Water Resistance Test- per FBC. TAS 202-94
8 Test report on 1) Air infilimmi T . per FBC_ TALS 2 2-94
vst�
8 Nofice ofAcceptance No. 14-0916.11 ismed to Kuraray America,., Inc- for their
3- EMss operable, docTs ramt ccmpty with min ek-ar width, or heightper.FBC retFiemeut. as applicable.
4) Large Missile Impact Test per FBC- TAS 20 1-94
2) Uniform Static Air Presswe Test, per FBC, TALS 202-94
4Seawy-GlasIX (Clear and RUP) Interb3 er'. expiring on OT'04/1 8.
4. Po&etwalls uadet- sepamteapproval, tGbe rniewedbyEhikbigofficial
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
3) Water Resistance Test_ per FBC, TAS 2072-94-
9- Notice of Acceptance No. 1&11177,01 i&sued to Kunuay America. Inc- fdr &eir
LABELiN-,G: Each unit ---hall bear a pemunent label with themanufacturells. name- or logo- cit Wrinand
y stateand.
6) Forced Entry T�st, FBC, TAS 202-CA
4) L3rp Mmile lunpact Test per-FBC, TAS 201-94
"Tra-4611,11traclear, Clear and Color PN'B Inter1kyers-, expiring on OT%49.
following statem� 'Miami -Dade County Product Control Approved!', noted herein-
along with marlmd-up diawings and knWiatioa diagnon of vinyl sliding glass door. prepared
5.) Cyclic V�Fmd Pressure Loadingper FBC. TAS 203-94
LU
PLE-NEWAL of thisNO-Ashallbe ro=dffedafter a feneuval.qplication has beenfiledand them ha!�beeniao
by Fenestratim Tes Lab, Inc.- Test Report No- FTL 8547. dated IM,115, signed and
ting
6) T orced Entry Test. per FBC � TA S'2 02 - CA
STATE.AKNTS
chana-mi 1he applicable building code rtegat�vely aflecting the performance of this product-
sealed by Idabuis Ortega, P_ E. (Test report revised on 02111 Sel 6)
-
along with. mark:ed-up drawmgs and iristallation d iagram of ifiqyl sliding glass door- prepared
L Staterneat Lett ef of conformance w ith FB C-55 A E dition (22-914) and FB C.4 6 1 dition
TERM-1N.-MONofthis NOAwdl occur afterthe expirabon dateor if thembas been a re -mum
4- Test report on 1) Air-InMration Test, per FBC�_ TAS
by Fenestration Testing Lab, Inc., Test Rq)-oft No- YTL 633 7 fsan4Aes A- 1 thru A-5)_ dated
(27 01 7� issued by n=ufactura_ dated 0 &14117,signed & sealed by Lynn Mil. ler. P�E -
naterials, use, ="r manufacture o f the prodtwt of p roces-S. Nfisme o f this NCA a s- an endo oftaypro&C,
22) Uniform Static Ak Pressure Test,_ per FBC_ TAS 202-94
signed and snled by Jorge A_ Cmiso, P. E� (Sithmiged under NO-4. AV. 11-
2- Statementlefter ofto fmancig intemst, dated D440 7, issvrd by manufacturer, signed
for sales, aftertising or any o therpuipmes " automa& ally *rminate this'NOA.. Failure, to coap 1), with agy
3) Water Resistance Test, per FB C, TAS 2022-94
0107.09)
-
j&, seale4byLymNIAW, P-E.,
section of 'diis NOA *all , be cause &rtexn�onandre=,.a1ofN0A.
4) Lxv mimk lmpad Tea per FB-Cr TAS 201-94
1 LaW of lab conpfiance�, pat of the, above test reports,
y e
-ADNTERTMEMENT. The NOAnumbei preceded by the words hhami-Dade Coumty- Ronda, and follm-ed k th
5) Clyclic Wind hesmare Loading per FBC, TAS 2,03-94
C_ CALCULATIONS
4. R-EK Test Propo&-d No. 17-0397, dated 05/05/17, signed by Ishaq Chanda, P.E.-
expirationdate may bedisplayedin ad-;wtismg litexaftre., If anyportion of the NOAis displayed. then it shall be
y
6) Forced Enuy Ttst, - per FB C, IA S MJA
1- Ancherverifkation1cakulatms and structural analyts, cbmp�zing withFBC-.2014,
done in its entirety.
ion diagram of vmy
along with ruarkeld-up drawlngs and iWallat I slid=_ glass door- prepared
prepared by PGT, dated 12,W,'15and last m, ised on,02115,116- signed and sealed ky
a. OTEDER
LN, SPECT102N. A copy of thisentire NOA AnUbepmadedtothe user by -die namilactureror ils distafttcrs and
by Fenestration Testing Lab- Ine., Tesf Report No. FTL &50- dated 12-104/15, signed anO
Anthony, L Miller, P.E. (Submftted irrider �Vo
. -4,
- 1101, issued -to PGT Industrim fortheir
L Notice of Acceptance No. 15-11 Series
shall be available fbfr i ectioa at thejob site at the Tteqpest of thesuilding OfEcial.
seated by Idalmis Ortega, P. E_ (rest reportm6sed on 011"114 mid 02111116).
:2. Gla2ing r-omplies wifhASTME-1300L09..
"5517,012770" Vinyl, Sliding G-lan-Door (Reinforced) - Lxfirl,,� expiring on 04/1.4f"21-,
ThisNOArevises & reuevrs'NOA9204429.05 and censists of thispage I ande�.idencepaLms E-1-F-2-E-33. t4,
E-5 & E-6 as well as appro-%ml documnt mentioned above-
lsli2q L Okmrzda, P�E.
khaq I Chanda.P.E.
142 q L Chamdo, PX,
The submitted documentation,%,." by Ishaq IL CIM nda, P1.
Product Control Uiit Supervisor
Product Control'Unit Super -visor
Pr0dUCtC-QRtr0l'U'1kitS - 'SM'r
uper"
N7 GA No. 112420k�-,U
NoA -NTO.
Na� 11-010S.0
NOA No-11420-9.03
ExpirstianDatet Aprill.4,1026
ExpiratioulDmu, April 1,4,2026
ExpiratianDote- ;Apri[14,2026
Expiration Datet Apn'114 202-6
Approve, 1, %'tf- NIA"16, :5111011
4 re -0
p V41 Dhtel Afftrck�, 25, -
Approlr�d mte.,'Afarih 2-sk! 2021,
page I
E-1
E -3
FGT ludus trim Inc.
CGIENNInd-Dws and Doem Inc.
PGT ludustries, lat.
N OTIC E OF AC C EPT-A-NNCE. EVO ENC E SUB -WITED
NOTICE OF ACCTPTANCE. EMENCE SUBXHTTED
NOTICE OF ACCEPTANCE: EVIDENCE
L Evidence Submitted under pre-sious submittal
E� -.NMEIMAL CERTIFICA-17IONTS (continue)
3. New Evidence Subndoed
5. QuanqL Part Super b1cer -Sti-indard, complying with.ALSIM C518 nuermal Conductivity
A. DRAWINGS
0.881 BTU-imf hr.-ft:LF,.ASW F r249VArIRPaw_ ASIM D3985 Oxygen -Pass, AST&IE
A. DRAWINGS
1. DrawingNo. AID-5-570.0 RevB, tftled -Vinyl Sliding Glass DoorNOA W, sheets
2190 I.G-Durability-No Tog -Pass. (9,abntifted
1. Draw-'mig No NED-5-570.0 Rev B, fitled.-Vinyl, Sliding Glass Door NOA (L�11 sheds 1
1 through 21 of 2 1, prepared by mamffacturer. dated 10,05115 and last revised an
through 21 of2l, prepared by n=xfaen=, dated M0515 and last rmnised on 02fOL921-
Cn
040-2,20, signed. and sealed by A_ Lym Miller- RE.
�6, Quanex Part Duraseal complying. with ASTM C51 S. Thermal Conductivity 2 -22 BILT-W
siarted and sealed bry- A- Lynn Miller, P.E_
hr ASTNIF 1249 WVTX-Pass. ASTM D 1434 Argon PemneancePas&. AMA E
Note M�s revi-on, -consists replacement of same existing =a1lation scxw with flat head-
R. TESTS
2189 1,G- Dumbility-No Fog', ASTM E 546 Dew Point Development -20OF in 49 hrs-
1. Test reports ow 1) Air Infiltrat MiTesst, perfBC, TAS 2-02-94
(SWbiviftled uuder.&IOAN& 1"40-4.95).
2) Unifonn Static Air Pressure Test, Loading per FBC, TAS 202-94
7- Vision EViusions, Ltd- Parts corqp�y*g with PVCAAMA 303-13- Voluntary Specification
B. TESTS
3) Water Resistance Test, per FBC. TAS202-94
for Rigid Polyvin)4 Chloride (PVC) Exterior Profiles for Visim Extrmions, Ltd..-VEX-1 by
1. None-
4) Imp Missile Impact Test per FBC, TAS 201-94
.4L4MA FenesWam Eidertor Profile Certification Progrant (Submifted under 'VO.4 Xo. 15-
C� CALCULATIONS
5) Cyclic Wind Pmnsme Loading
.per FBC, TAS 203-94
0409.0)
L, Nom,
along with rnarked-up dravvings and installation diagm ofall PGT Industries, Inc.
8- Vision Extrusims, Ltd- -Parts complying with PVC-�-_AAMk 3 03 -13
representative units listed below and teAed to quaffy DowA 791 and Dowsil 99.1 sfficones,
(Submiffed under.Ma4i'Vo.. 15-0469.85)
prepared by FenesWatim Testing Laboratory, Inc., Test Reports No- -
9- PVC-AAMA. 303-13, Voluntary Specifimtion forRigid, Polyvinyl Chloride (PVC) Exterior
D� QITALITY� ASs"URsAINCE
C_
.FTL-7897. PGT PW5520 PVC Fixed Window (unit 6 in puposal), dated 09M/14
Profiles for Vision EVinsions, Ltd.�VEK-1 by AAMA Fmcstration. Extmor ProfiAe
1. Miami-Daide Department of Regulatory and Ecomondc Resources OUER)_
U)
FTL-20-2107.1, PGT SGD780 Ahmimun Sliding Glass Door (unit 7 in proposal) M-20-
Certificatim Program-
2107.2, PG.T,CA740Ah= Outswing Cas�t 1hrmdow (unit 9 in p0posal) FTL-2&-
I
10., Notice- of AccqAancjeNo. 19-1217.14 issuedto Enerpi Fenestratwu Sblutm USA- Inc- for
E, KATERM, CTRTIFICATIONS�
210-7.3, PGT PW762 0A Alunimum Ftxed.'Vv 'indow (unit 9 in proposal) a nd IFTL-20-2107-4�
"leir 'Tan 3040 & light thade (non-white)'"'hite, Rigid PVC Extet4or-Extrttskns for
1. NatiLe- of -Acceptance, No- 19�0305.027 issuedto Kuraraykmetica, Inc. fbuffieir
>
PGT PW7620A Ahmfirrm Fixed Window (unit 10 in proposal dated 07J13P20_ all signed
Windows, and Doers"', expijjngon02j0+21.
"TrosHoM, Ultradear, Clear, and Color PVB Glass Interlayvrt", eViring on 07M,24.
M
0
and sealed by Idaliis Ortega- P_E_
11. Notice ofAcceptance No- Lt-0121.02 issued to Energi Fertexuation Solution, USA- Inc, for
2- Not rict of Acceptance -,No. 17-080&02 issued toKuraray Amerka, Inc. for their
>
L_
CL
their semes"W"hite Rigid, PVC Exterior Eumsions for Windows and Doers7_ oViring on
"Sentr-yGlast (Clear and WIAte) Glass Interlayers7- ffp:rmg on 07fU23-
CL
C. CALCULATIONS
'
3. 'Notice of Acceptance No. 18-1106.10i=� To Vision Emmons Limited for thear-Trowit
<
L A=bor veriflication calculati ons ying with FK 711k
and structural am*sis- coaph
111 Notice of Acceptance -M3,03 issued to Erter gt FenestraWn. Solution, USA, Inc, for
C@aW (Painted or Laminated) N Vlite Rigid PVC Exterio r Extrasions for NV indows
Edition (2020)- dated 04=20� prepared by manufactmer- signed and sealed
their "Bronze & light -shade c 'coated White Rigid PVC Exterior Extrusions for
=4 boors" un 0913M241'
ex-pmg
0
Anthony Lynn Nfillef, P.E.
W'indows and Dows7_ eViring on 04116125-
4- Notice- of Acceptance No- 19-1106.11 issued to'Vision Extrustow Limited for their series
=3
2- Glazing corri#lies- with ASTIME13,00-04,-0. -12 and -1.6.
1 and lighter shadet ffan-ViThlte) Rigid Cellubr PVC Exterior
nT_ 1ON fan 2 02
_0
D. QU ALM ASSLIKkNCE
F. STATEXIENTS
Extrusions for Windows- and- Dow _expiringonlM-9121.
0
'Miand-Dade Department of Rtg:tlatory and, EcoaomicRmurces (RER),
1. Statement letter of conformance 'to TBC 79, Edition (2,020), dated 04,221270, issuedby
ruanufacturer stgned and sealed by Anthony Lynn Miller P-E.
F. STATEAMN, TS
E. MiTERLAL CERTIFICATIONS
-2. Statement ktlff of noL fmianciali��est md of independentz. �L%wd by mamffactarer, dated
1- Statemient kfter of mnformance to YBC 76 Edition (12020), dated 02,ADLI-1, L%ued by
forth
I- Notice of Acceptance No. 1"1105.02 imied to Kut-aray America. Inc. eir
.
_11er- P�E'
041 Sr-)G, signed and Wakd by A"hGUY LYM MI
mameadurff, signed and sealed by Anthony Lynn Miller, P _E.'
"Trosifolt, Ultrack-ar, Clear, and Color PVB Glass IrtterlayerC. expiring -on
3. Private Labeling Agm4ment document befteen PGT, dated 0330A5 and signed by
2- Private Labeling Agreement dated G3,,%/21 bemem PGT Industries,_ Inc. and. CGI
0'TW24.
involved pmtie&
Mdows and Doors Inc- signed by Dean Nt Ruait P.E., VP. Engineering, on behalf of
L)
rn
2. Notice of Acceptance No. 17-0,808.92 1 issued to Kara.ray America,Irte. fo * r theirL
=:3
<
'r,Sen0,Gh&1 (Clear and White) Glass Inorlavers'", exphing on'OT04Z221
G. OTBERS
3. Notice of Acceptance Nb. 18-1106.10 issued to Vism Exuukons Im3fted for thar
"Brown
L Utis NOA revises NOAA 17-0420.06(PVTw�UGI) and updates to]FBC2020 (-/*Edition),
G, OTBERS
Coated (Painted or Latninitted).TV'hite Rigid PVC Exterior Exlrusions
e-V i ring 0 402 D2 1
I- This NOA revises& renews NOM 20-0429.0.5- (PLA_w)CGI)� expirirq W1+26,
forW,indows and Daors�'_ vqiking on 0930124-
q L Chanda- RE.
2- RER Test proposals, #19-1155 dated 01110020 approved- by Isha expiring
2. -Iheoxffeninwciat-edPIACGlf"205.01, 04/14t'26
CxP1Mg
CIO
A. Notice ofAcceptance No. 1.8-11,06.1--lissued toVision Extrusions Limited for their
LLI
serits "-A'E 1600 Tan 202 and fighter shades,(N_7on-:%!ite) Rigid CAular PVC
7
2
Exterior Extrusions for NVindows and Doors". oipking on 12P29/2 L
(3)
1shAtqL C-landa., P.E.
15haq
Z
Ishaq I 0=4211 PJE.
Product Control Unit Supervisor
Product -Coutml Umit Supenisor
Product Control Unit Superriser
N-10A IND. 214106'.03,
INOA Ne. 21421515
<
0., -420-6,03
W 'k No. 21
E%,pirafion Date-, Apri]14,2016
ExpirationDal*-Apr 14,110124
ExpiradonlYbut April 14,2026
ApprovalRa -11arclU5,242i
Approval DaW. March, 26t, 21M
CL
Approval Date- .2821
E -4
SHEET
NO.
March 6, 2023
PA 1.4
U) M
-0 > C- 0
0 Zi =3
_0
MIAMI-CADE MIAMI-DADE COUNTY
PRODUCT CONTROL SUCTION
0
0- 0
Cast -Crete US& LLC
Cast -Crete E�& LLC
Cast -Crete USA, LLC
M -0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
C*
BOARD AND CODE ADMINISTRATION DI'VISION Miami, florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(D
U) .__
-M
NOTICE OF ACCEPTANCE (NOA) MMy.rpigmidadegov/economy
U)
CD -0 0
Cast -Crete USA, LLC
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
M.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
C: 0 0
L_ — = (D
6324 County Road 579
A. DRAWINGS
A. DRAWINGS
. CL
A. DRAWINGS 1126
V.
A 0 C1
C:
0
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1,
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details " sheet I of
LL
= -
P.-O
M
prepared by Craig Parrino, P. E., dated March 24, 20 03 and Drawing No. L T4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 ", 61 & 12"
0 ,—
M 0 >
U)
SCOPE:
"Cast -Crete 4", 6"& 12 "Lintel Safe Load Tables", sheets I through 3of$,preparedby
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I
Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 06112114, all
cc __ —0 F= 0
(D
ThisNOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28,2003 both
through 3 of 3, prepared by Craig Parrino, P. F, dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. E., on 08/1 P/1 4.
L_
co . W C)—
U)
The documentation submitted has been reviewed and accepted by Miami -Dade, County RER- Product Control
drawings signed and sealed b Craig Parrino, P.E.
y
revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE., on
CU = -C!
Cc U :t
"o C)-
C13
U)
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
March 22, 2012.
B. TESTS
(AHJ).
1. Test report onflexural testing on 4 6 " & 12 " Precast Concrete Lintels Filled and
B. TESTS
1. None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
C, CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1. None.
L Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
this product or material tasted for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Hamon, P.E.
C. CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E.
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
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 20 7 pages, prepared by Craig
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
z Calculations for Cast -Crete Linfels, dated 05129103, 140 pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P. K
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1, None.
Zone of the Florida Building Code.
1. None,
DESCRIPTION: (Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION:
F. OTHER
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
z
prepared by Craig Parrino, P.E,, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parriiio, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Casi-Crete Quality System Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321-07
1. None.
z
MISSILE INTACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
A. DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated Adarch 24, 2003 and Drawing No. LT4612, titled
1. None.
B. TESTS
County logo,
"Cast -Crete 4 ", 611 & 12 " LintelSafie Load Tables", sheets I through 3 of 3, prepared by
1, Xone.
RENEWAL of thisNOA shall be considered after a renewal application has been filed and there has been no
Craig Parrino, P.E., dated March 24,2003, last revision dated M=h 11, 2008.
B. TESTS
C�. CALCULATIONS
W
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
None.
1. None.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1, Mone,
C. CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
any section of this NOA shall be cause for termination and removal of NOA.
1. None.
D. QUALITY ASSURANCE
E. MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D. QUALITY ASSURANCE
1. By Arwmi-Dade County Department ofRegulatory and Economic Resources (REX.
1, None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade County Building Code Compliance Office.
be done in its entirety.
E. MATERIAL CERTIFI, CATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the job site at the request of the Building Official.
1. None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P_ E.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
A Makar, P.E., M.S.
_e554[elrny A. Makar, P.E., M.S.
(::��4telrny A. Makar, P.E., IVLS.
Product Control Section Supervisor
duct Control Section Supervisor
Product Control Section Supervisor
KMIAMH=E COMM15 NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
�Eakla!jau� Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Approval Date: 08/2012020
Approval Date: 08/20/2020
Approval Date- 08/20/2020
Approval Date: 08/20/2020
Page I
E-1
E-2
E-3
Cast -Crete USA, LLC
Cast -Crete USA
,, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. None.
L Mone,
B. TESTS
B. TESTS
1. None.
1. None.
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. Arone.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
-0-0
.1. None�
1, None,
(1)
(1)
F. OTHER
F. OTHER
C_
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
U)
Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P, E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast-
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E.
0
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
>
L_
I, prepared by Craig Parrino, P. E., dated March 2,�, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1
0
<
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
-6-0
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
0
Januaty 22, 2019.
:3
0
B. TESTS
0
1. None.
C. CALCULATIONS
1. None,
C/)
D. QUALITY ASSURANCE
1, By Miami -Dade County Department of -Regulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
<
1, None.
O_
—0
F. OTHER
1. Article of Conversionfor a name change.
0
C>ffelmy A. Makar, P.E., M.S.
6;1 Helmy A. Makar, P.E., M.S.
<
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 09111/2023
<
Approval Date: 08120/2020
Approval Date- 08/20/2020
E-4
E-5
SHEET
NO.
March 6, 2023
PA 1.5
- C��/Ti-Li ECO im
TILLIT TESTING & ENGINEERING COMPANY
WATTFR A- TILM JR., RE ____ __ Is]"
FL��I"Mtt '
44"r PI_ C�,iL U,. N,,. 00067f9
PRODUCT EVALUATION REP -OR
REPORT NO.: 20-0728.01
DATE: July 28,202Q
PRODUCT CATEGORY: Shutters
PRODUCT ISJUS-CATIFOORY- Storm Panels
PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: Qlobal Protection Eroducts L
48DO S.W, 61 Street
Davie, Florida33314
1. PURPOSE OF EVALUATI N:
This is a Product Evaluation Report Issued by Walter A. T'llilit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LILC, Rule Chapter No.
61 G20-3, Method i D of the Florida Depa rtmon t of 8 usiness 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, end to verify that the product is fat the -purpose Intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions
2. EVIDENCE-SUSIMITTED:
2.1. PRODUCT EVAILLIATION-DOCUMENI(P.E.D.)m
Drawing No. 20-176, frilled 1120 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and sealed by Walter A.
Tillit, Jr., P,E�; dated 07128/2020. This drawing is an integral part,islpsls
Evaluation Report, "p0l 411"
0 �,,R A. �Q ��o,,,
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6155 N,W. 36th Stmeti Suite 305, Miami, FIGIAdi 13166 - phone: (305) 871-1530 - " , i ........ I
WEHP00 I
.
PRODlLC1_EyALU&UQNRERORX_y�� 2
2.2. TESTREPORTS:
Large missile Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of th&Flodda Building Code. Uniform static loads
as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 09118/1996.
#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
J Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and
# 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No-
0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
P.E. and Henry Hattern, P.E.
Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13,2009,
signed and sealed by Frank Grate, P.E.
2.3. STRUCTURAL EN NEERINGCALCfi.A1KMJ:
G11
On 20 Cage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as welt as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 161 0 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
dated I I/OVOO and 03112115, signed and sealed by Walter A. 7illit, Jr., RE,
3. MISSILE.IMPACT RE.SISTANJ
Large missile Impact under section 1626of the Florida Building Code, as per
TAS 201 Protocol.
4-WND LOADS RMSTAN -
' - QL
1
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall bees 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, 10, I 1,
14,15,1 7,18, 19,20 25 and 26 of 26. of Product Evaluation Document (P.E. DJ�
drawing No. 20-176,
5JR31ALLAM&
Installation shall be performed steictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thru 20, 23,24 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
Indicated on sheets 8. 14,16,25 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176,
woilt, littliso",
vk" ?, Iii. 7/41/�144.,
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"�,�O�,'-� "ORM"� -�',N - -
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.
GENERAL : 83) IN CASE THAT PRECAST STOW, OR PRECAST CONCTIM PANELS, STUCCO OR WOW BOARDS SE FOUND ON 'HE
fftm = W_AjW_fiKAh= zim- SnORM I EXISTING *ALL 94COORS SHALL BE LONG ENOUGH TO BEACH TNEI MA,q STRUCTURE BEHIND SUCH PANELS,
.
I STOW PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT tPCO.) HAS BUN VERK101 FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTPORD> N 9") AND IN Br2).
(C� ?�04010" _WL' -
ACCORDANCE WIN THE "20 (7th EDITION) OF THC FLORIDA OU11,0114C. CODE WM;
W. GUILDEX. INC
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I 620 OF THE ABOVE MEKTIONED CODE.
FOR A WIND SPEED AS'REOUM EIY THE 4URWnQN WNEK THESE SHUTTERS WiLA Or INSTALLED AND - J14-10 PANVAATE FEMALE tU *D PANEUVATE PLVSr ANCHORS, AS MARWACIVRED VY ELCO CONSTRUCTION PKVK7S
FOR 04 GIRECTPORkAy FACTOR KPI-0.85� USING A$CE 7-16 AND SHALL NOT O(CM THE MAXIMUM (A,S,D) - T%# LAG SOKWS PER N OS_
,
DESCUN PRESSURE *PNOS INIXATED ON SHUTS 7 THRU t2. 14, 15, 16, 19 TIP 26, - I 6'0 w 51W V=0 ROSHM. As VISIRIBUTED RY ALL OMNI SCREPN BOLT & SPEVAL'D OD.
IN ORDER TO VER" THC ABOW CONDIFION, ULWIE DESIGN WIND LOADS DETERMINED PER ASCF 7-TO
SHALL BE FIRSTRECO-10 70 ASO- OMW MAT LOADS BY MULTIPLYING TIMM BY OA IN OACEN TO Cl� MINMVM THREADED PEWE�7RATION` INTO WOOD OF TAPGON ANCHORS SHALL M I 1/2- AM 2- FOR O,CO PANMIKill PLUS
COWPME THESE W1 MAX� (AISO) OE$ACFs P%fSSLRN RATINGS INDICATED ON SHEETS 7 THAI 1,1. 10, 15, t6, 19 4 PO AND TANDEM" FENAUE 10,
.
IN ORDER 70 VMFT 3W, ANCHORS ON THIS PC Or AS TESTED WERE NOT OVER STRESSED. A 33Y INCREAM N ALLOWABLE C,-�) MINIMUM THREADED PENIVENTION Or LAG SCREW, IWO THE WOOD FRAME URN SH%L1 $E 7 1/2-, No THREADED
PENEMATION INTO STUCCO SKALL BE CONSIDERED AS PART OP Tilt RECKHRIED THRMED, PENETRATION
STRESS, FOR AING, LOADS WAS 1ADL USED -0 THEIR ANALYSIS FASTENERS SPACING TO WMI1 MIS MN DEFERWITO IN
ACCORDANCE WWH NZ5, 2018, C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD $HALL BE AS sINDCAFED Ai THIS DNAVHC
STORM FANQ:S ADEQUA.C` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
THE ABOYE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING WC� REPORTS 116-560, 96-ST70 & 96-T30 AND C.41 MPNIN4JM PENETRATION OF WOOD EIUSHENC SHALL BE 5/S� t/4- 0-20 SCREWS USED VAU &F 1 1/2- LONG MINIMUM
FENESTRATION TE'STLY10 LAS INC,, REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-ZDS, ISMILILD STUCCO DIST AND 1* MINIMUM FOR WALLS WITH NO SSIUCCO
AS WELL AS AMERICAN TEST LAI) OF SUUrH FLORIDA REPORT, #02 I 9,01 -09, AS PEN TAS 201. IAS 202 AND
TAS 20 STANDARDS- C5) IN CASE THAI PRECAST STONE OR PRECAST CONCRETE PANELS� STUCCO OF *000 BOARDS BE ;WND ON THE EXISTING
2 ALL ALUNINOM DITRUSIONS TO BE 6M�-T6 ALLOY AND TEMPER. (URLESS OTHERWISE NOTED) SEE SHEET 2 WALL. ANCTIORS SHALL BE LONG ENOUGH TO REACH THE MAN STINUCTURE EICHLAD SUC44 PANELS
ANCHORACE SPAU. BE AS MENTIONED IN C_ 1) C�2) & C .)
5 ALL ALUMINUM SHECT METAL USED AT CLOSURES SHALL HAVE M5-H14 ALLOY. (0) ANCHORS SEAL- BE NWALLED FOUJQWNG ALL OF THE RECOMMIFNE10TIONS AND SPECIFICATIONS OF THE ARCHM'S MANUFACTURER
A ALL STEEL SHEET MCIAL PANELS SkALJ HAVE STRUCTURAL OUAUTY STEEL- ASTM A-653 GRACE SO MINIMUM, C-60
GALVANIZED STEEL CESIONATION W/fY- M.5 s,sH (AFTER ROLLED). 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWN0 NSTALLAT;ON DETAPS SHON,N ON SECnON 3 THROUGH 10 (SHMTS 4
THROUGH 6) "XI-FiT TRAt K-ADERSO&O SPIALL Not BE USED
5. ALL SCRM To EIE STAINLESS STEEL 504 OR 316 AISI SERTES OR CORROSION RE51SIANT COATED CARBON STEEL AS M 9 IT SHALL W THE FM5POWWTY OF THE CONTRACTOR 10 VERIFY -THE SULANDRESS OF THE 1-INUC-TURE WHERE SNU IS
kw YIELD STRENGTH AND N P34 TENSILE VITRICITH III SHALL COMPLY %V FLO BUILOWIG CODE PTER TO BE
DIN 50048 IF AIDA
SECT" 24 14350
'1k ATTACHED TO NSUPE PROM ANCHORAGE MIS 35MVITER SHALL ONLY BE ArTACNED To CGKRM %OCR OR Waco FRANC
9U4.004CS,
I
8 SOLIS 70 BE ASTM A-M7 OALVAPAUD STEEL, OR A'St 304 SMES SIAINLEM SIIEJq� MTN _% INj MINIMUM YIELD
STRENGTH )O. EACH ITGOLAR STORM PANEL MIH LEtR;TWz MR W-8 ITTROUGH 12'-4�. AS PER SECTIONS 6. S. 9 & 10 AND ALTERNATIVU &W,
I ANCHORS TO WALL SHALL OE AS FOLLOWS SW Iss IOW ON SHEETS 1� 6 A 12 RESPECIVELYI SHALL HAVE A LEGIOU AND AIAMY VISIBLE MARKING INSIRUCONO OWNER OR
TOW, TO SECURE PANELS WITH APPLICABLE REINFORCEMENT OWNG ETIRODS OF HURRICANE WARNING
(A) 1Q�VAVMa_MJ_=_GOM=, It THE WSTAUATION CONFIROCIANN IS �O SWCAULK Ail WUTTEW COMPONENT EDGE$ A-XR ROAN 1:4 CQHNNOOUS (XINTAcT WITH
-1 1/4-0 WCON ANCHORS AS MANURACTURED BY (T.W, ROILDEX, ski: (MP� V�3192 p.,L) THE WqPNC TO PRCVW WIND/" ENTRUSION,
- /4' 0 � 7/r F"-IN ANCHOR5, AS MANUFACTURED By OCMELT INC, (MIN, f-UW P ILI)
- 1/4'W 9 3/C SDUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPEtALTY CO. 12, STORM PANEL INSTALLATION SNAIL COMPLY W4 SPECS MOWED 10 TH4 DRAWING PLUS MY F
, jUILDIN�, AND ZONING REGULATIONS
ch,,,c C-300 si�.O PROVIDED ETY THE JURISDICTION WHERE PERMIT IS APPLIED TO
- 1114-10 PANELMAX fEM&LE ID & PANELMAIT PLUS ANCHORS. AS MANUFACTURED By CLOD CONSTRUCTION PRODUCTS
D ,
(MIN t'33bo P,�-Q 13 (P) THIS PRODUCT tVALUAT PON DOCUMENT (P.E D,) PREPARED IFY THIS ENGINEER IS GINERIC AM DOES NOT PROMUIE IWORMADON
- 1/4�0 CF TAP -GRIP ANCHORS. AS MANUFACIPRED BY `LRU-FAST CORPORAT04 (f-3600 ,s,is,c) FOR A WE SPECIPPIC PE?0JCC7', if. WHERE " SITE CONDMONS DEVIATE FROM THE P CD.
A. 1) MINIMUM EMBEDMENT OF TAPCGN ANCHORS INTO POURED CONCRETE SHALL JN) CONTRACTOR TO BE RCSPONIHSLE FOR THE SELECTION. PURCHASE AND INSTALL-ATICH INCLUDING (IFE SAFETY OF THIS PRODUCT
BE 1 _�/V! 2* FOR PANE-LAAATE FEMALE BASED ON THIS PE11. PROVIDED HEISHE DOES NOT DCV14TE FROM THEE CONDITIONS DETAILED ON THIS DOCUMENT
90 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCRORS� CONSTRUCTION SAFETY AT SITE IS 7K CONTRACTOR'S RESPONSIRTIATY
&2) CALK -IN & SOUD-SET M04ORS SHALL HE EMBEDDED 7/8* INTO THE POURED CONCRETE NO EMBEDMENT INTO ic) Ii4IS PPOOUC`t EVAU.NAMON DDCUNWNT WILL BE CONSIDERED INVALID if MODIFIED
SIIUCCO SHALL RE PERMITTED 1/4' 0-20 SCREWS USM SHAUL SE 1 1/2- LUNC MENI,MUM SNOULD STUCCO OITST�
No " MINIMUM FOR SALLS WITH NO STLWCO. AND MAY Ef HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPET1,4C PROJECT- SHALL BE PREPARED SY A FLORIDA REGISTERED EN(RNEER OR ARCHITECT WWC4 WILL BECOME THE
BUT WITH WIND NUTS ENGINEER OF RECORD (E.O.R) FUR THE PRCUECI AND WHO WILL U RMPONSIALE FOP THE
PROPER USE OF THE PXO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
I
A, 31 IN CkSE ThAT flitCAST STONE, PRECA17 CONCRETE PANELS, PAPERS, STUCCO OR WOOD BOARDS BE FOUND OR THE PC 0, DICHRUA. SHALL SUBMIT TO THIS LAFTER THE SITE SPECIFIC DRAWINGS FOR RPIPTI'L
EXISITNG WALL OR FLOOR. ANC. -ORS SPAU 13E LONG ENOUGH TO REAC14 THIT PAW SIRIXTURE BEHIND SUCH
PANELS VCHOEA" %AU, HE AS MUMONED IN A 1) AND IN A.2)� (6) THIS RE 0. SH&L " THE DATE AND OR*ftAL SEAL AND SIGNATURE Of THE PROFESSIONAL
ENGINEER OF RECORD 144AI PREPARED IT
(a) To EMUNG W&_X__XUi1aX_ft1._A�1y_G___W t4 SHUTTER MANUIPsCTURERIS LABEL SHALL BE LOCATED ON A READIL� VISOLE LOCATION AT STORM
I/C # TAPCON ANCHORS AS MANUFACIVROO By i I IN SUILDE,I� Ac�
PANEL SHVTMP FIT ACCORDANCE WITH SECTION 1709, S OF FLORIDA OUILDNO GOOD- QN� LABEL
- ,/4� 0 P, 7/47 tA04-IN ANCFORS� AS MANUFACTURED BY DE*ALF MX� (MW 0`�I$00 p.mi) SHALL BE PLACED FOR EVERY OPENING, LABELING TO"COUPLY WITH SECTION 17OR1.2 OF THE
- 4/4-Is X 3/4- SOQD$-.1 ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, DOL, a SPEITAL-II, co rLOMA QUH,OING COM,
(MIN, f-Im P.,J,)
- #14-IU PANELKATE FEMALE TO AND PAND.MATT PLUS ANCHORS, AS MANUFACRURED BY ELCO CITAISiftVION LY CIE. USED TO- I
TtMiiSA004RAKWRMMMS�4fANUYHOEN��
PRODUCTS (MIN, V-ZO71 P'.I) ,�XUHIHI411014 � �;iXZOA
- 1/4' 4 %
CPTAP-ORIP ANCHOAS� AS MANUFACTURED Bw TRO-FA$1 CORPORATISH
q 44, 2;
%
-
ITIJ MINIMUM EMBEDMENT. UP TAPCO4 AhC.OR5, ELCO PANELMAT.15S AND LF TAP -OW WENCH, IWO IHE C ' ,`P_ FLORIDA BUILDIAG CODE (High V*16ORF Nut on* Zan*) I
A
' i -
Kocs om tl�q_- K T 4/4- $ 11 I - - PIP
"_" 2'
Z ., . I:, .2m 'PLIM M 20 CAGE GALVANIZED STEEL STORM PANEL 0MAP, AN,
9,2) CALK-flif & SQUO-SE7 ANCHORS SIMU BE o. 4 167 *,I 11i
' 'i
EUVEDDED 718- INTO THE CONCRETE BUICK LINO, NO OMB& _ _;.__1 —
INTO STUCCO SIIAIJ� BE PERNIM-0 t/4- #-20 SCREWS USED SHALL BE - i/2- LON(', MINIMLIN 1,0HDUI3VCO
� <zib, �__�_ . ' GLOBAL PROTECTION '
PRODUCTS, U.C.
EnST, AND I MINIMUM F09 WAU-S Iffirk NO STUCCO, _. "or
�� I'. STA OF _ ---. __ Z IL ECO,n. ", -
-70�.�r
F
7_ _ R,P,.. 11 11,01
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"'_�"` '� 11 r ' I
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EXISTING POMD E-G,
CONCRETE OR -
CONCRETE BLOCK .
RFOUIRED I
INUALLABON DETAILS
INTO EX19ING POURED
X
FOR REGULAR
eANELS(1
& JA
STRUgIURES
CONCRETE 08 Q9Nr,RETE
BLOCK
CO-C" ANCHORS IN'd
=41=lw
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Ca'. ARIONORS, ,'A
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Shall be strictly In accordance with General Notes and Components indicated oil
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No.20-176. Anchor specifications, shall be as indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
7. LIMITATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
on 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.D.), drawing No. 20-176
prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr,, P.E,
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3, Product shall only be installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
No. 44167), President at Tilteco, Inc. (Florida CA-0006719).
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TILLIT TESTING rx ENGINEERING COMPANY
WAMICA. TILLIT, M, P.11 fiftecoca'aOLCOM
PRODUCT LEVALUATION REPORT RIPT Gic-4o 446"
V,,CA.L1,PiLs111..A(RL?19
REPORT NO.:
20-0727.02
DATE:
July 27,2020
PRODUCT CATEGORY:
Shutters
PRODUCT SIJB�CATEGORY.
Storm Panels
PRODUCTNAME,
24 GA43E GALVANIZED STEEL STORM
PANEL I
MANUFACTURIJ
Global PratectianZmAuollt,=
4800 S.K 51 Street
Daviie. 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,
61 G20-3, Method 1 D of the Florida Department of Business and
Professional Regulation.
This product ts,beingl'sSued an Evaluation Report as described heroin, and has
. � I , � I ,
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required by the Code,
ThIsProduict Evaluation Report shaft be subject to review and revision in case of
a Building Code changethat may affect its limitations and conditions
2. EVIDENCE SUBMITTED:
2-1. PRODUCT EVALUATION DOCUMENT IP.E.D.):
Drawing No.20-175, liftled"24 GAGEGALVANIZED STEELSTORM PANEU,
sheets I thru 18 of 18 prepared by 111teco, Inc,; signed and sealed by Walter A.
Tillit, Jr,, P.E.; dated 07127)2020. This drawing is an inteR
,y*�Jsn
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Evaluation Report. ,,,,_`Z�'.. � .: -,?�ii ,
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11110DUCI'IrVAI,I.AnONREPOItTINO, 204,727,az 2
22., TFAT REPORTS,
Large missile Impact foad testswere, performed under SSTD 12-99 standard as
per section 1609,1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
Lab of South Florida, Report# D814.04-01 dated 03/1 1 I1102 witnessed by William
R. Mehiler, P.E.. Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No
0219.01-09, dated February 25, 2000, signed and sea-ted by'Edmundo
Largoespecla, PX. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1609.1.2 Dfthe Florida
Building Code. Test Report propared by American Testing Lab of South Florida,
Report No� 11 23,01 -1 0, dated November 23, 20 1 0, signed and sealed by Julio E.
Gonzalez, P.E.
.
Tensile lest report No. 9CM-198 by 00 Mettillur,gical, Inc., dated Match 13,200R,
signed and sealed by Frank Grate, P,E, as per ASTM ti-8,and, Tensile Test is
per OC Metaflurgiael Report No. 1 OKM-1 318, dated December 1, 201D signed
and sealed by Jerry Jaclofano, P. E, as per ASTM E�&
2.1 TRUCTUIRAL ENGINE9PANG CALO-LAT-1911IIIS:
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. ,Calculations prepared by Tiltesco,
Inc., dated 12/1 B110 and 08/27113 (for this revision), signed and sealed by Walter
A. Tillit, Jr., P.E,
1 MIS61LE ACJ_ "ES IT
I MANCE�
Large missile Impact underiSes0tipin 1609,1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.,
&WIND LOAD"ESIS.T -
ANCE.
24 Gage Galvanized Steel Storm Panel haR been verified to sustain wfrfd
pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
12 and 17 of le of Product Evaluation Document (P.E.D,), drawing No. 20-175.
Maximum Anchor Spacing shall be asindicated on sheets 5, 9, 10, 11, 13thru 16
and I 8 of 18, of Product Evaluation Document (P, E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard,
tKCM='EVA11AJATf0_N R �PDBJNOL LO-0127.02 3
5. INSTALLATION. -
Installation shall be performed strictly in accordance with details indicated on
,
sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3, 6, 13, 14, 1 5, 15 and 18 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
0, -MATERIAL C14ARACTERJSTICS AND SPECIFICATIONS:
U-) V
Shall be strictly in accordance with General Nolesand Components Indicated on
C=
sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No,
20-175,
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Anchor specifications shall be as indicated on sheet I of 1 8, of Product
,
-:)
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b.
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Evaluation Document (P.E.D.), drawing No.,20-175.
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,
"IMITATIONS AND CQNQMQNS Of USE:
.
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7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indica
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on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20- 75
-2
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-
prepared by Tllteco, Inc. and signed and sealed by Walter A. Tlllft, Jr., P.E.
, E
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7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
S
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._
,
_iii:
as defined an section 1620.2 of the Florida Building Code,
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Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida License
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IH.
No. 44167), President of Tifteco. Inc. (Florida 0A-0006719).
,
;
WATiLL
D_'I T!LTE.CO AMON RECOR DS � P, E. REPO RT.2(
GALVANIMED STEEL STORM PANEL kDRWG#2D-175%
1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
1
-Akh,IW/10, 2W/10, 31V/1% 4W/10, _* 6/5
ISW/10, 6w/11 & 7W/11
_3 4'. n__ __ __.__._ _., ANCHOIRS: FOR CONCRETE SEE SCHE DOLE ON SHUTS 0 & 9 ____ - - __4' WX_
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FOP WOW SEE SECTIONS ON SHUTS 10 A 11
LS d) A fk'� ELEVATION
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IM EXISTING POURM ONCRETE OR C RES
ANCHORS FOR CONCRETE SEE SCHCOUIZ ON SHUT 2
____ - ---- - --- _ -------- _
,__T�EO COMGf� I __Tm FOR WOOD SEE SECTIONS ON SHUr 112
t DNGRD� i _T "MWOELD. 7 t C044=CK 1* MIN, 767' 3' M-i
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INSTALLATION DETAILS FQR BEGULAR PANELSCI) & (1-A
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SCALE. 1/0 1*
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F-1 IT____4
FLOOR MOUNTING
INSTAILLATIOtf - SECTION
SCAM 1/4' - I'
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W" A.S.D. DESIGN LOADS
TO AND PANEL'S
UP +55.5. -72,0 p.s.f, LENGN UP TO 8'-8', RIDA OUILDINO CODE (INigh Velocity Ntir cone Zone)
21 FOR NEW WOOD FRAME CONISTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No, 4167 x3o mnw. INC. 20 GAGE GALVANIZED STEEL STORM PANEL F�P.
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MAXIMUM A.S.Q. DESIGN RUSURE UJING (u.s.f.) AND CORRESPONDING
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SET SAMIS 10 A It FOR ANCHM" TYPE & VACM FOR INSTALLATIONS INTO WOW FRAME MADING.
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1. INSTALLATIONS ARE ONLY VALIO FOR BUILDINGS WITH A,S.D� DESIGN LOADS
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2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
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TOP & BOTTOM MOUNITINGS CAN BE
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1. JNSTAUATIONS FOR ALTERNATIVES OW, OW & IOW ONLY VALID FOR
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WALL MOUNEW INSTAINIA11 WALL HUSMAUNNIM SCALE 3/32--1- 9' b" a' 9' 1 11r c, 1, 1. 9 1 (sortom) 51-01 TO 7*-e OW= TfK t/4-. 1 1. Ile. I �e!
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. -6 ALTERNATIVE 1W
COMPONENT SE INSTAILUE - SECTIONS I & +55-0 -72.0 2 1/2 2 1/2 41 3 1/2* 2 (BOTTOM) 7 No. 44167
AS WELL AS D WALL OR FLOOR MOUNTED MI_LO*NC �t!k C -
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FLORIDA BUILDING CODE TO :r L7
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DqwN In, 20 GAGE GALVANIZED
COMPONENT MAY BE PERMANENT OR REMOVABLE. INA" at, 1, OW&LAMAM An ONLY vxLm MR MALIANGS WITH ASA), DESON Up' TO �a 1%. -1
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Z -041S. SYSIM RAS 9M DMIONED TO BE INSTALLED ON THE OUTSIDE OF TIM OPEWITNTS ACCESSINO IVE OPERNO PROM THE OR WOOD FRAME sukowcs�
INSIDE OF A LADDER OR LOT, THISS APPLICATION JS VAUD WHEN INSTALLATION IS INITENDED TO BE PERFORMED 12- THE INVA44ATON CONTRACTOR IS 10 SEN-/MIX ALL SLIVIFIlLk MUTOMENT EDOES WHI" REMAIN 04 CONTINUOUS
FROM 110.�wlslll� STRUCTURE, CONIAV WITH THE 811110NO 10 PREVENT WAN10/11" WTW"- CAULK AND SEA, I011ITTER TRACK'S ALL AROUND FULL
J� SONfS 1000 JAWALLAMN IS APPLIVAITFE TO SINGLE, AND DCU%* HUM4 STYLE WINDOM OEM INSTALLAMON a RMURED $O BE LE?X;Ttt1
PERFORMED FROM THE INSIDE OF smucftxtf-� U STORM PANEL INSTALLATION -94AU- COMSIty WT9f SPECS MKITO INAMING PLUS ANY WILDWO AND IONINCi
A. SERIES 200IT NSIAULATION 19 APPLOOLE TO SOIDLE AND DOUSLt RLINO AND 4ORVOW& SLUERS STYLE WINDOWS WHEN REGULATIONS PROVIDED Or THE JUATMVION *41W PERMIT 11 NWIV
I INSTALIANON IS ATIOURED TO BV PERFORMED FROM THE W= of STNUCTURF 14 ATWUM WINDOWS AND DOORS. ft, E - 2 HAND STORM PANEL SYSTEM- IS PAWNY PbONO
5� ALL ALUMINAM SGRUSIONS, TO TIE ADS&-16 ALLOY AND TEMPER. IONLETTS OTHERWISE: NOTED) 15- III) THIS P40DUCT tVA"ITATION DOCUM D-) PREPARED fir ,-In 04WMP IS GENERIC, AND DOES HOT PROVIDE
l4FOR40" FOR A SNFLSPECIrKn?&,CTT i,,t, WREM THE SHE CONDITIONS DEVKIE Facu, THE P�C,C,
C ALL ALLAOWM SHEET WAI, USED At CLOSUAVS SHALL ilAVE 3105-HIA ALLOY,
� �W, CONTRACTOR TO BE RIMPONSIBL4FOR THE SULOCTION, PUROEISE AND INSTALLATION PICLUDING LIFE SAFETY OF
7� All STEEL SHEET METAL PANELS &'Wil HAVE STRUCTURAL DUALITY STEFL� ASIM A-453 BRACE 50 Ann,, O&YAMULT STEEL THIS PRODUCT BASED ON'TNIS PIED, PROVIDED HE/S�RE DOES NOT MWTE FROM THE CONDITIONS %T,ALE:fj ON
CESXAATACq W/r-Y- U'S kgi 49M TNKAED)L THIS DOCUMENT, =ISTRUCTIOU SAFM A3 SITE fSTHB CO"Tekm*`S RtSPONSOUTY.
8, ALL SCREWS TO W STAINLESS STM 304 OR ,IT(, AISA SERIES 09 O(MOVION RESISTANT COATEle CARRON STEEL AS PER ON (�) THIS PRODUCT EVkDATION DOCUK141''M11 ft CONSIDERED MAUD IF MOCIFORD,
SOOle ef 50 "i YIELD STRENGTH A140 90 tm� TENSILE STRENODII & Sliki, COMMY W/ FLORIDA OUILDINO CODE SECTIOTH, 24I IZ�34
(11) SITE SPECIFIC PROJECTS SHALL Or PAEPARTO ON A FLORIDA 5EMSTILRED CNIGMSER OR ARCittMCT twtcm WILL
9� BOLTS TO BE ASIR A -VT MMANIZED SFEJLL� Off ATM 304 SERIES STAINLESS, STEEL, W,T,i 39 kii MINIMUM MD STREM7K 9ECOME -,I& ENCINEER OF RECORD (r4C,R) FOR IKE PMECT AND W"O WILL BE RESTIONISIBLE FOR THE PROM
RE& ENGINEER OF RECO510, ACTING AS A DELECATED, ENGINEER TO TWE f`,t�O. ENONMR, SHALL
M ANCROAS TO WALL SHALL BE AS FOLLOWS', SURUD' TO I'll* TAYIElk TIR SITE SPECIFIC DRAMOINDS FOR ,"EW,
(A) M-EXI 3-t EI-PO m� -0hom, (-) rNM P1,0, SHALL BEAR THE DATE AND ORKINAL SM AND SIGNATURE OF THE PPCM%ONAL EARINEER 0,
- Ijef TAPMN ANCHORSF AS MANUPACTURE0 By I-TM� BVILOM INC, (Ulk f'c�3192 J'cl,) RECORD TIVIT PREPARED ft
- I/4�' V 9 I/W CALK-IR ANCHORSj AS� MANUFACTURED BY OSWALT INC, (WN, 1`�3006 &m,Q TO- STORM PANEL MANUFArTLINER'S LABEL SHALL BE LOCATED ON A MEADLY VISRILS LOCATION A,Y STORM FAAEL IN
- 014 - 40 PANELMAX FEMAit fD & PANELUATE PLUS ANCROAS, #5 MANUFACIML SY ILLCO CONSTRUCTION PRODUCM
ACCORIANCE IMTHIT SECTION 170ILS.3 OF FLORIDA BUILDING CODE, 04E LABEL SHALL BE PLACED FOR M4Y Opeena,
(f'--3S50 P-0 'TO
LABELING COMPLY W[M SECTION 1"4,91 OF THE FLORIDA SUILDsNO COM
AJ) MINIVOM EMBETMENT OF TAPOON ANCHORS TNTD POURED CONCRETE 514AU a I Z�/4� AND 2- MR PARELMATE
FEMi" tD It RANELUATC ALL'-
A2) MINIMUM EMOMM04T 0 *0 V 7/6' CA(R-IN ANCKITS, SHALL BE IS 7/jr INTO CONCRETE, W EMBEDMENT INTO
S�Z'191:
ANY FINISH MATEPK PERMITTED,
,
1/4� 0-20 BE SIDEWALK SOLIS USED SKALL Bt- IONC, 9*UUH(SHWLU ANY PINM4 MATERIAL EXIST) TO rhir,AU 3/4'
titift#
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0 ,
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10) IN CASE YKAX PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE POLIND ON IH4 ILOTSUNO ifftut C ,,. ,
FLOOR. - �k
ANCHORS SHALL % LONG EMOLION TO RZAC4 THE MAIN STRUCTURE SEnift S11114 PANELS, ANC"ORADC SHALL, j';q.---'ZkEN--
I 're'-.1? !;�
SE
,'IS WWMVD IN A,l) AND 44 &2),
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- 1/4' KON AMEN ITS AS W44UFAMRED BY t1ilf, SOILD". INC . I- � � 1--� -.! -- .11 FLORIDA BUILDING, CODE (019h Velocity Hu no zone)
1/4�TIPTA
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�
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INST-ALINAIML DETAILS EQR SERIES 2990 A 1QQO E-Z HANG SIgRM PANEL GENERIAL N9= . C M -0 0
� INTO EXISTIN-0 JOOq $TEUCIURES (C) JOL�'tN,2&g-%&U-WX-VlquLlawlu_,_-_-Q-%Ijai�'. '& -4- Q) (35
__ ��ll��M�t��B=NWM"T (PEC,) HAS BEEN VERIFIED FOR CONPU010E IN ACCORCIANCE 1/--# TAI ANCHORS, ASS l,MNJUF*CMl%FEO BY iJ,W SUFLOIDIL We
;� � " , I I OWNS COOR, 1141S STORM PANEL SRALI� NOT BE INSIAI LEG AT 141CH If -10 PAWLIANM FEMALE 10 AND PANIELMATIE PLUS ANCHORS. AS MANUFACTURED ET E MC CONSTRUCTION MDUCIS, 0 -I..- U) .-
MAXIMUbt AS& DESIQN PRMSURE RATING (RAJ.) &M ,� ., - - I ,'I �/4'1 Liz SCREWS 0 6 I 1 WITH THE 2020 (71; EDITION) OF TIRE FLORIDA 8 - = -
1 � - _,_ �, � ,/2- ir, "MMO 1, I .,P I h ,;4
- 7 1717- 77 7;, - � _<� 1, " 71 - - =. 2-Ve wow VELOCITY HURRICANE ZONES (MINIM -WE I UREMIARD COUNTIES), - 4�9 LAG SCRICINS PER ILD�s . =3 M CU U)
I--,- _ 11 _�, '.. I , V.-. LAG SORDIIS a tr o,t- N T nm DOE OR mue WIND -Cl 0
-Z HANG STORM PANEL (n , _-� jL i , 'IT I I 4 � i , ON EDGE I Ir W_ Tiff"Him RERvAST4N SPCEO AS REQUIRED BY THE JVRISLACTIO14 WHERE STORM PANEL WILL BE INVALLED, AND 'OR 0, DIRECIRONALITY FACTOR -2
, '/'_0 "; SCRI 40 0. OCL W� " I -TO EXISPRG *1= -EAM F REOU'Rui DESIGN Wt 0 LOADS SIALI, BE DETERMINED AS PER SECTION t6OO OF -HE ABOVE MEN ED C � F A Is
,� L " � �: I A/ - 7/IV# , 5/8' WOW RUSKING. AS O�'S!WeUTED By ALL POINT SCREW. BOLT At SPECIALTY 00
CORRESPONDING MAJOWN PANEL LENGTH 'L* SCHEDULt MAXIMU14 JLS.D, DESIGN ER=RE RATING (D.9.0 AND CORRE5EQhIMM MMIMUM ANC14OR , 1 1/2' Ml, THREADED PEREIAI,MN �� I' ; " (3)
i , I -To IDIS'Pic -OW HEADER. � , d " if ILA, OR 11_� 0 � -0
FOR SERIES I 00OZ2= E �-� I I,. � Al t � TV EY'SDIND w000 HEADER KOOL65, MN43 ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM CASD) DESIGN PRESSURE PAP40S INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAFACON ANCHORS SMALL BE 1 112- AND 2- FOR IFLCO PANELVATE PLUS
SPACING SCHEDULE FOR RUAUABQNS INTIO CONCRETE A GOMM BUM WRUM A � � . ; . ': ____(j) C.�' tt'_ &MLs 1. " . / �i ;;�:" V11 v`v_! , . = 0 - L_
- I �� .1 i 9 LA GNU CFO �, " I �, 1 I , .� , ��_. 3. 9 THRU i2 & t7, i8_ AND PANIELMALE FEFAALE It)
, .. won, IN ORDER TO VERFRY THE ABOVE C�CAVION, ULTIMATE BE" WR40 LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
.�"..%U FOR PANE'- A "TIATIPBS AS PER �ECTIQNS 1��� - � --or-1. ow, S.IIS, '. � ,� - �1 6 , , W1 7 �z 2. ILS a)
IVAUD ONLY MR 8M i� / �1 , L � , � ., , W, in S
� I It, � - - - 0 :_ x . �i 5 � 1, I � � I A, I 'y �11 � , REDUCED TO A SM. DIE%GN PRCSUA5 RATING BY MULTIPLYING THEM BY 011 IN ORDER TO COMPARIE TIM Wf MAX. (As D ) C2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO THE Wow FRAAAEL UNIT SHALL BE 1 1/2' NO THRICADED C11,30 1 = OL
MAXIMUM ASA MINIMUM SMATION IMvM MIU0MUM ANCHORS SPACING FOR L D. - 3 1/2' - I APPLICABLE 70 i _wl �, \ '. ; , ,__!v:;. LAG SCREWS a a' ax, w/ .1 % �, � r - #1,&Y., SM& DES" PRESSURE RATINGS ANDICATIOD ON SHEETS S; 9 THRU 12 A, 17. It. PENETRATION INTO -- 5- IAE 00 - - 1- - - P-1-1-
MA 2. �
PANEL Alm To A-SION GIN SECTIONS I & ..- - - I I tAm "'READIOU PENCIPATION I Ek END OF 11D IN ORDER TO VERIFY THAT ANCHORS ON IRIS P.E-D, A-S TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUDWARLE 9%j =
D'Em ITS To 1 CONDITION PRESSURE I I I PANCLMATE rVIVAC 0 PANCIUMATE PLUS MAXIMUM PARE, 1(711��`- E DETAIL 112- At i"T J - 1 =2143/1- �RIJVS 14� ElING elow .EAGIA, ': § STFUESS FOR WIND LOADS WAS = USED tN THEIR ANALYSIS. FAMNM SPACING TO WOOD RAS SUN DMMMItIED IN C,J) WNFWM EOCE INTrANCE Or LAG SCAEWS� INTO WOOD SHALL BE AS ININCATEO IN THIS DRAWING = .9 ILL -
Y RATING AM OOMSNADON Lv4m -.- (�) .1 WIN 1132- -2 , ACCORDANCE W 2014. C114.111 llll� = .2 m 0 .+- ,.+- Co
.W,O. -75.3 70* OR LESS 2 0/16- BOLTED - - Vt xt T-W. . - I— I '11� �z fli- - - N� 1"Lq!0_ - I ji - or . 0 ay�i X ,_ IM0145. . STINIHNI PANEL'SaH "'I'S'
" ( TO CONCRETE ]'- � I ill CONCRETE Im CONCRETE . � V,
I 2'W & 3'W __2 ,,j.) _I CLOCK ;E I - ; 1 -4/16, Al,i_ POP ANAFT 4 C�t #14.1' &Ms. 1 THE ABOVE MENTION , CODE AS PER AMERICAN S7 . >
------ T_ 12' NIA I 12' 1 10 .4 6MAYNCIll" Or V-1 (D , � � - -I I TEST LAB OF SOUTH FLORIDA REPORTS llna'4.01-0� *YD #0219�W-DFL AS SHOULD STUCCO EXIE1, AND 1� MINIMUM For WALLS WITH NO STUCCO. _� LAJ -0 E
.611.0. -M3 1 70* OR 2 T/e' 4`Vt N/A 12* N/A 12, - L I (TYA) IF 6 CA END or 0 11 Z-99 & ASTM C 3,30-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #11210I-10 AS PER III* . - 0
1 IT" 4 . e 4' V (BOTTOM) I ! � 9 TAS-20 AND TAS-20 PROTOWLS, AM AS PER CALCULATIONS PERFORMED IN "
BOLTED - 4,- S, I NIA V III 2' (TOP) P 5) IN CASE THAT PRCOkSt S"Et UK PACCAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BC FOUND ON THE EXTS71mol= L_ .=
"Es, ", I i� �___ t8E� . . WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 13CHIND SUCH PANEEL& . t ;_5 U) (3)
- BOLTED w/P%:'II20x3/4* S,t Ms. A, NAIGHUff AT OVERLAP & Mile OF pANCL LEN04 - SERIES 20M + _j,ffoveil 1 :__ I I ., ,,A; in"', A 114)RIOA BUILDING CODE ANCHORAGE SIMM L BE AS VENTFOWO IN C 1). C 21 & C.4) - A ......... (J J= 91, - V) CL
MEASURED BOTTOM OF PANEL 1. a, '. S' 61 I 1,�.111 - - __1 r 0 T., -____,__j WOOD i .�5 cc 4j, . -�b
__ WOO +� q 2, ALL ALUMINUM EXTRUSIONS TO BE 60621-IIA A"Y *0 TEi (UNLtS5 OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SMALL 13E INSTALLED FOLLOWING ALL OF THE REOPIAMENDATIONS, AND SPETAFICAtION5 OF THE ANCHORS -0 Cm
-
12, __T__T__ I _-_ CAUCA NCOU 1 40
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MIA N/A N/A N/A N/A MIA ' 12 1/2- ". I - � 1 3. AEL ALUMINUM SHEET FACT4 USED At MCLOSURES SHALi- HAVE 3105-11tti ALLOY, ...; F- _ . E- 0 <
G&O, -752 ---- - - 70" OR LESS JGXI.Ir.".11�_ I g ,I. / � 7 1 2" 1 a, DAWLS MAY ALSO BE INSTALLED HORIZONTALLY` FDIUDINING INSTALLATION DETAILS SHOWN 0 SECTON I THPOWGM o 1 711ETS 1i ; r_�,, .- M =
". - to' " -*- 200j,i-
. 24Z. � - I/A , 70 CLASS. 4. AL STEEL SHEET METAL PANELS SMALL HAVE VfPSACTUIPAL IOUAL" SIM. ASTM A-653 GRADE SO Al"MOIC 5-w GALVANIZED 7MROUOH s) EXCEPT THAT WADERS0, &iD SHAII NOT BE QSEO. -, ,., -
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NIP
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0 Z� W41A "3111* , 9. I SHALL Or THE RISPOttSgM7Y OF TWE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SJ-KMER IS TO BE -cr 2 ,,,
- - - I , ,",T- ,,-A, . �_ - 9 __2 ?/Ir M. I 2 -
12 N/A 2L N/A 9 1/2 N,1A I 9 1/2 1,41A 1 3 (BOTTOM) I . SWARATKIN - I ArACHED TO INSURE PROPER ANCHORAGE, TIFFS SHUTTER SMALL ONLY BE ATTAC14M TO COWMIL BLOCK OR WOW FRAME
j __I_ _ j � I �"J�, CARY 014ALAP g I To CLA&S 1 ;/4*2O"1.* HH 5. ALL SCREWS TO BE STAINLESS STUEJ_ 30t OR SIB NASI SERIES OR CORROSION RESISTANT COATED CAAGGAI STEEL AS PEP INN BUILDINGS. -: -c
- I �� > m _T OU, :j
N/A + i 1. � - , 5WI8 W1 50 W, VIELY STRENGTH AND 90 AS, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA, BUILDING CODE SECTION ; CL _= w
- ' ". - 9 4IM". q I ! 241 1 �1141 10 CACH REGULAR STORU PANEL WIT4 LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4, 5. 5 940 AL[FAWNES IW, 3W & 4W ON .E
1 12- 1 12- 1 N/A j I � i -2 9;6
I2, NIA i N/A 4' (TOP) - I i ___L_ - 5 =._ I -
- I "I' � 73 � _rS 4, S. A & 7 RESMMILY� -SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
. ". . I M,
- v 12' 1 9 1/2 11 �_lv 1'. 4' (BOTTOM) j§ 7 TO SS EVENT 0WRLAr SHEE cu CD :5 =
- ___ __ - I I il I -r- --- I -1 ROLTS TO BE ASIM A- 507 GALVANIZED SVEEL, OR AISI XI4 SERIES STAINLESS STEEL WITH 36 k7 MINIMUM YIELD STRENGTH SECURE PAWLS WITH APPLICABLE WNFORC8MENT DURI14% PERIODS OF NIJRRtCAK W 4ING
1 12 1 - - __ 1 - - g I � 6 Apt
i I - - , i I I = r-3, .- -Z
* LIMITED TO 1115,13 RI,,t. ASO, DESIGN PRESSURE RATING VVI-1-0 - _-L. 4 , I I ! ;, I f - - ----- -1 - 7. ANCHORS TO WALL SAA4 BE AS fOLLOWS, I t. THE INSTALLATION CONTRACTOR IS TO SMICAULK ALL SHUTTER COMPONENT EDGES WHICH R.EMAJ& IN CONTINUOUS CDWNIACT Wt
I 4 i . . p i I . I THE BUILDING TO PREVENT WIMD/RAIN 1-11RUMON = ,2! a) _=
- i .� . 0 ." I I , ; �_' .1 (A) TA T90W
A SEE SHEET 26 FOR ANCHIM TYPE & SPACM MR tiOSTA"ATIONS 04TO WOOD + mEwIlm v- DISTANCE sErnTN BOTTOM OF PANEL i � 11 _1 _QFSMK9_PWBEDS. - L11
�;� , ��. !I � I - 1/4-0 TAPOON ANCHORS AS MANUFACTURED BY LI.W_ ItUtL EX. INC. 41,lin. I*C-1192 P-) 12 STORM PASELTINSI.I.I.AtION SHAUL COMPLY WITHI SPECS IN WATED IN THIS DRAWING PLUS ANY RIALERNIC AND ZONVC FREGULAt
PROVIDED By HE JURSDIC,
FRAME 94,111.1ift - I 1/2- � - I - J 3 �! 'ION WHERE !rO5� ;
MINURIM ANCHOR SPAINNINS AND "JM EDGE DISTANCE AM INDICATED, ON THIS AND 0 TO BE 1/2' --I Mo. - __ -.-- ,,� ,. I I 30, , i �/4:0%x 7/8' CAL9-IN ANCHORS, AS MMUFACIURIED By DEWALLf INC PERMIT IS APPLIED TO, Cx .!!
I I : /4 31 0.1, - ,,
SCHEDULE FOR E.D. LESS THAN M"TW ON SCHEDULE REDUCE ANCHOR SPACING i J, j4 - , I I " SOLIO-SV ANCROAr. AS L'SMEVIFED By ALL POINT SCREW, BW & SPEC ry CO 1.1 (0) THIS PRODUCT VIALUAFION DOCUMENT (PE D.) PREPARED BY T1415 ENGINEER IS GENERIC AND ODES NOT PROVIDE INVORMATION w CL -m
By MULTIPLYING SPACING SHOW ON SCHEDULE BY THE FOLLOWING FACTORS, FOR vll�,�%os � E9 I. i FOR A SITE SPECIFIC RROJECT, - WHERE THE SITE CONOMONS DEVIATE Irl" THE P_EDL = E -
THUS OPERATION TO FIE POMBLE REDUCED SPACINC, OBTAINED USING FACTOR SHAL. - ., " L V , 4-10 PANELMATE FEMALE ID & PANCLM41t PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRWUCM- m =
.
i - 171 1� op�. ., I ,m. I
k [ I 8# (M. f'-som P...I�)
11 __ ; i p- I -, V - ,I
HOT K LESS TOM MINIMUM SRACINO INDICATED FOR EACH ANCHOR TYPE AT ... _,�-.�z I � - I. ,� � 1. I I - - I- J' . I j , I I - t/4"Ili ZAIAAC "LIN ANCHOM AS MANINEACTURED BY DEWALT, INC (0 CONTRACTOR TO DE RESPONSTCLE FOR THE SELECTION, PURCHASE AND INSTALLATION 14CW01417 LIFE SAFM OF THIS PRODUCT X w
ANCHORS LEGEND ; DF.3" ,A.,) I
----I , I � , I . . 846SED ON INS RED PROVIDED W/S E ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
., j_ -I/ - I , 11 I - , _L kA E A. CONTRACTOR'S RESPONSIBILITY,
_ - , - 8 , _ !i
ANCHOR m 4*. ++ REIGUIRES M.. INSTANCE INETWEDN BOTTOM OF PANEL I�, t, I � - __ A 1) MINIMUM EARTEDMENt OF tAFICON ANUCHM INTO POURED CONCRETE SHALL FIE I 31e; 2* FOR fLCO PANEILMAT, NO "..
" I ' " * "-\ j I 9S,*_20%," M.S. - FOR ZAAW NAULAN ANCH'Ilits, 0
8 1 1 '. 4A11;vP �_`-, ". I J��, .)/4
110VI _._L�"�! --- I_ 00 "/ �Z CON511RUCTI SAFETY AT SITE IS THEM
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.__ � C"� - - � �� .- :1 W1 7/8- ". '52- W I
W. AN.M SPACM R.) 3 3 exl`,��t r I. ---i- pan-TRATION4, 12 Ur al: ,� 1.1 I - � d� hrl, (c) THIS PRODUCT EVALUATION DOMMEN'r WILL BE rONSOCRIED MAUD IF MODIFIED
O'L _ --L- I - 2 ItJ - I - ITEWS . SELOW1, I 11 I I I L . - � -L-1 �11 , � A� W O-x /.� A.2) lAUK-,IM & SOUD-SET ANCHOR-- SMALL BE EMBEDDED 1/8' INFO THE POURED CONCRM NO CNOwurvir INTO
. maw� - P-71 ICS, / 1. � � I I : I 'S, AN snjwo SMALL BE REVIED Ile 0_4 "Iews USED SMALL FIE I I/;?. ,om USNimum $NO" STUCCO EXIST; �d) STFE SPECIFIC PA0,4CIS SMALL BE PREPARED BY A FLORIDA RES[STERD ENGINEER OR A"ITECT WHICH WILL BECOME THE
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-
, I
Ft �=. OAF � - -SI =I sm S "m OR -SP1.11JR141m,or � _� "I AND I' MINIM0 PDA WAUSKY114 NO - .CO, AND MAY U HEADED SCREWS OR ALL THREADED WE" W/O HEAD, ENGINEER OF RECORD (E�OR�) FOR THE PROJECT AND WHO WILL Of RESPONSIBLE FOR INC
a 4 �!,J��,,K,,!,.., P zm�: ,,A .) ',v,%, W" wei,,3/32, M PROPER USE Of' THE P�4, ENGINE OF RCCOFIQ� ACTING AS A DELEGATED CNINNE19 TO THE
I �� � _-�, BUT "I'm WIND AIDE Ep
_
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I - � , I -i/- II/ - A,.5) 04 CASE THAT PRECAST 5-01n. PRI(CAlEt CONCRETE PAWLIs FAVERS. STUCCO OR wow MARM BE ROUND' ON THE
1/� LA4 SOREWS a V%EC, A( ,*A UK;
TE RIDARED , wl.� THROUND PENETRATON, I mAlmoo IUU%.
__., ' '__��± _�_ MNA, j2g.'A* " I 1 � _r � GA, .1 d OF PIATE
� ,� 11 1�� �; � ... ED EXISTING WALL OR FLOOR, ANCHORS SIALL BE LCA4 ENOUGH TO REACH TIME MAIN STRUCTURE OFMiN0 SUCH PANELS (.) THIS P,E.D� SHALL SM THE DATE AND ORIGINAL SEft AND 50NAIURE OF THE PRQ;tS5FONAL
-
_i_11T_ I_ -- FUR OR 0. C imA�,XV �. I t � - MIA, 21A., WOOD RAT ON ED" . 0 " ANCHORAGE tMALL BE AS MENTIONED K A-1) AND IN A2)� ENUKEER OF RECORD THAT PREPARED IT
I'm - I'm A54 ., I � �, j Pulit REOURM rw
-
.r - 't � I I � I I � (a) _Tq itt, SHUTTER MANUFACTURER'$ WEL, SHAII BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
SCALE 11"', � � � . , I- �___ TgTM
1 3,/ Alm Bull ---UI MQUOJIHip - /I I I I T . BVILDEX, INC, SHOLL BE LACOD FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1-7099.1 t7 W
K I - i - I I ito I I PANEL SAVETCR IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL
. / A=REO BY PEWALI, INC. PLDING CODE.
), I 1, - "" - " "QUING - 11r 0 III A 7 8* CAUK-IN ANCHORS. AS MANDE FLORIDA SIR
110L.- I - ; MOUNTING ALTERNATIVE A"W - 1/4 X .$/4� SOLID-U7 ANCHORS, AS DWFHBUTrD BY ALL POINT SCREW. BOLT & SPECIA(I CD
",%wil"RHIR, I �s ALATIONA; W_ ONLY VAUD TOR FILRUNNGS WITH ASD F I �,,*�' ON SCALE 1/4-.1- - #14- 10 PANELIMATE FEMALE LO A90 FANELIANTE PLUS ANCHORS, AS MANUFACTURED BY ,, �
t!;�RGN LDAU� � LLATI OLOG CONSIRMCDON IINNH,
- - , -, -� "Al"Rofilt, - - 1/4- 0 ZAMAC NAHUM ANCHORS. AS MANUFACTURED BY MWALL INC A.
VP -0 +S&O, -75,11 IV MO PAXEL-S LENGTH UP TO !?- .f , I� 7 " RHATWE VW .!!/I ,
,�,i� �:.!!L,17h,, 2� FOP NEW WOW FRAME CONSTRUCTIOW WOOD MEMBERS 70 BE SOUTHERN st- - �� 1/,,P . X� 1/4-1- r .. �i ... - - FLORI BUILDING CODE 011oll Nigh Velocity Mu cone Zone)
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I '� �\CENSj`�_.Y `.t P-n N,1 4 W/ SPECIFIC DENSITY OF 0.56 OR EOLIAL , I . ,- !iP� ... 9.1) MINIMUM EMBEDMENT 0, TAROM AMOORS, ELCO PANELMATES, AND ZMAAC MAJILIN ANCHOR.. 00fli'0 - .
- I. Z -V .- vwN0,y4t % CLOCK LAB SMALL BE t i/4' .1
,
4"..' .. FLORIDA BUILDI G CODE (High Velocity Ift iconit Zone) - . I . " I- 1 41: ., , e, % , , FLORIDA BUILDING CODE L1419h Velocity Hof 'cone Zone) 8.2) CALA-41 & SOUD-SET ANCHORS SMALL BE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT, . OHM m"boil. INC. 24 GAGE GALVANIZED STEEL STORM PANEL ".
z .. DIU. Amm wormo. "Na. IV 'nank xMID. lic� -
. ? .' No. 4 1 �, � oitee, IN,
: 20 GAGE GALVANIZED STEEL STORM PANEL Meet w ElUIFEA1 = 1111 IF STCP A' = * '� .,I <4�11141___3tF_�_
z*j ., A, TOP 20 GAGE GALVANIZED STEEL STORM PANEL I r1l, Stu= 5 BE PERWITE11- §/4� 0-20 SCREViS USED SHALL BE 1 1/2' WHO MYqIMUM SQOVtuf .0. ,,, * I
� �a a I'.. '--'7 = 'ALL I\
z --- _, _V _ VA. ,_ .1 vc,_ in%, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. a * STATE F , - GLOBAL PROTECTION PRODUCTS, U.C. `1
� OF=, .. - - t ____ - --- .m
GLOBAL PROTECTION PRODUCTS. LLC. "Ov"" . _., ,,, % -0*', STAI OF< �
-
. - tmAD I MAO' " , , .4 1 gzg", - GLOBAL PROTECTION PRODUCTS, LLC " D,, 0.3) IN CASE THAT PRECAST IFDK� ON PRECAST CONCRETE PANELS. STUCCO OR WOOD WAROS BE FOU E�o -V / 11LIECO - 'Aw S1. t, snw
* � - Two * twKamm ca0iiie,
* -- --,-,--,- I . � __ / Mi LT . EXISTING, WALL, ANCHORS SMALL SC DOING ENCIU04 TO REACH THE MAIN STRUCIURE BEHIND -.55(XV ... 77 N`k_�, IN
Z E � �O 4m S.Ai's, ITAIC, S=KM I HE - Eft WOOQ FRA _', "I 0 - PiA-1- - 0AiIP - . ,.A:%:,, -I-,.-.,
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- i NA`1 A, -1 FAA 20- 5Y -SI�,--�- " ATML tff"cnj*a tol"Y Q". A, =I. ANCHORAGE SHAU, CIE AS MERTACIVED IF; FLJ� AND IN 0.2)r � 0-". -n==-4
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k, a% N . .. A, Iffn - ammoNANx . = al � � � "'
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MAXIMUM A-5-1 OESIGN PRUME-jUTING 1-11,L) AN12 CORUM1310 2/4 1/4. 3/4, 4/5. 5/5 & 6/5 I INEALLAIION 12ETAILS FOR REGULAR MNEL
EGULAR, LIFE SAFETY & E-Z HANG MORM PANEL SYSTEMS mAximum Msm PANEL 11l) agam "O SC14EDULE QNLY FOR REGULAR STORM ANCHORS (SEE SCHEDULE ON IVIF/6, 2W/6, JIVI & 4W/7 I
(SCALE 1/2. I') N INTO. POURED QQN REM QMWE 1WCK & WOOD (t) 3' WAN: r MAX INTO POURED C9NORETE 08 CONCRETE 81.90 5-TRUCIURES
EMUS INUAL" I ___ _____._ smums'loall) ---- ------..- ____;_.w_ I
- _., - __ _.__________ - - � - .- I --15,12V (TOTAL WO>TH)----�--�--�l----,-,.�.-.�,�, _ t I' WIC I - , I �
-� .VMU PANELS(h LWRMMMO � �
11 - , , 0 6
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1 7- ---- -,-,---,,- ---- 12�500` (EFFECTIVE VAD __________ ____ , . - , ___ --- - --- - : -'r- 1021" I 11*1= 4 ,1 ,
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i I -1 � ,,"Y 1' 7 1,Zw � 1 '125%, - z OR 0 12 112- aq MAXIMUM PANEL LENGTH - . . I I ? I __ I I - , I I � I J iffmz"w- -.-. " CONCRETE ANCHORS-_ .- EXISTINIS POURED
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0,024' MIN. THICIS �,�j 6 '-',.r - MAXIMUM ASZ� __ __ I I . .... . 7� �' -L-L1-- � I � 1--_ 1. ____ 11.111-111- - MAIN, � ____,_,_,_, - CONCRETE AN014ORS __111. 11
UMED OL�4*ZED STEEL , ,� . � . F GB4� &� ' I PRESM" LATIONS t JUSTALLATJONS t 111
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0-60 GAIN, It __ E�C E.b , . SHEETS 9 THROUGH 10) �
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1, INSTALLATION ARE ONLY VALID FOR MAX� A,S,D, %,�% STATE of ' .. __' -
-
DESIGN PRESSURE RATINGS (p cf) AND PANEL 1�. ;0I * ��- GLOBAL PROTECTION PROMCS. LLC. '
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ANCHORS
_'(VE %irr" EZr ALTEREATEBE EZJW ON SAW
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DFJ-H wiwm
LAST PARELC)IO BE INSTALLED At EACH OPENING SHALL ALWAYS BE,
RW T
PROVIDED 'IN/ REAR HA404t TO rAOU'Alt INSTALLATION JF OtTENO'CD
TO a. INISTALIEV MM NSISE OF STRUCTURE.
A,
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I (INTERIOR PANEC� (Iwnsioti rAurl, ISiOR PANJA AP a, go -Tom,
BIT J
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A STOP W AT TOP OF SVI-H
T PANELS.
IN P..,j
It (3)_ III �Ikfl) PANELS ARE CONNE,711�,D 10 BOTTOM TRACK, CONNIECT04
J_ JILI SIIA41� CONS;V OF 1�4*0-2,00/A" WS. W/ WNr
#Mno poicts W/ HUT OR -1W
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IVIIli:1A
APIPLJCAID EMRIOR FLAT MMGES OF END PANEI-
il- I LLJ, 1-J-1-1,11
.. .... .... or (4), IN CASE TiqAT FNO PANU-S ARFL NOT CONNICTIET III) aOTTOM
11 T11 MAX, TRAOX (i-e� A SMP UAR IS ONLY USED 9 TOP) AT LEAST TWO
PANELS SHALL BF CONNECTED TO 001TOM TRACI( NSNG SPECS
+ lwoicA�IrEo oN NOTE (3) AsOvE. 14 ENO+, j:� CONNECTIOtt or
144-44-4
J� PANELS TO BOTTOM TRACK MAI =,UR AT ANY PANEL LOCATION.
7-
3 MP.,
NSTALIATIONS ONtIY' VAJUD FOR
ANCHORS-'SPEED UP 'TO 170 MPA,,
(Sa 5EVIT" tzl & ALTERNATAC EVIN ox �rYz:
IYEICAL ELEVATION FOR SERIES 2QU E—Z dAh!Q MRM PANEL(1)SYSTEM
SCALE- 3/32*-1-
SECI10N A —A o0ou
41 I'LORIDIA SUILMNO CODE (Non High Vetocity Hur orms Zor",
24 BASE GALVA)Iral) Snn, STORM PANEL
m 44167 1 aw"N w,
a
STI IL ECO OLOUL PROTECTION PRODUCTS.
A. -7rkg, at. .W�
"` PA. AWL 1, Aul.
t —wis PAY. LWAN-M?
AP VIN ORAPPO 0'.
'n TILLIT 41, an 111. 1
ENGINEERING
All American Shottors arlA Glass - 24ga, GaIVAnixed Sted Storin Fronds
PRODUCT EVALUAT113t4 REPORT
No 33% increase In allowable stress hem been used in the design at this produolL,
Separation from glazing Is not required for installations outside of wind zone 4 and essential factiries.
September IS,2020
Impact Resistance.
Application Numbarr� !��RZ
Numbeqr,
Largo Impact Resistance has been derrionstrated as evidenced in provioUnty Wited test roport(s). and is
accounted for in the engineering design of this Product.
Product Manufacturer All American Sbatersand Glass
MamilacbUiet Adilressr, 1540 Donna Road
Wind Load Resistance
West palm seachr FL 3U09
This Product has been designed to resist Wind kieds as Indurated In the span scbrithille(s) oil The
respective Product Evaluation Document rl�s� entunsoring drawing),
Product Nome& Description! 24ga Galvanized slept 14torm, Parrots
LoW Mesita Impact Resistant
111stlallation,
ThIs product %hall be installed In said compliance With Its, respective Product eyalualac Document ti,d
ongmEradog drowing),along With sit components noted therein,
Scope of Evaluation,
Product components, shall be ofthe material specifled finthat product's respective ProductEvacination
Title PfoductEvolvallon Rop;iur being lt,&s niacc= with the Irequir6marrils of the Florials
Document ii.e.enifinearIng drawing).
00parbinerri of Bususeas and ourasumir RZW an a Building Commission) Rule Chapter
SIG20-3 005, F,A,C,, for statewide acceptance per Method lid). The productruound above fies been
Limitations & Conditions, of Use.
tested andfor evaluated as sturnmanzod herein to show compliance With ths, Plonda Swirling Code
Seventh Edition (2020) a nd ls,,far the purpose intended, of West equivalent to ihat required by the Code
Use of this product shall be to allot accordance With ilia respective Product Evaluation Document iji E,
Re'evaluation of this Product sheil be rertnited following portunent Florida ftftnig Code mcdfications or
Engineering drawing) as noted herein,
ravadorifi�
All supporting host structures shall be designed jo, resist aff superimposed Wads and shall be of a material
lauted in this products respoctivestichor schadulia. Host structure couditions, whidr,are notaccouriled for
Substantiating Date:
In this product's respective anchor schedule shelf be designed for on a sffio�swific basis bys registered
proilassionsiougl000r,
- ER2D_UCjJEVAhq&n0N ROGUMLM
Ail components Which are parnmenvir inishoWid shat, be protected against and
FX drawlng*20-3i,543 titted24ga Galvanized Steel SlormPanols �RVI17 9 NonfAMZ)l aheatI;14,
other soon damage at on linvas,
prepared by Engineering 59pres%sloiied &sealed by Frank Berinardo, P.E� is 00 Integar
Wtunit or 65
This product has been designed for use Within and outside the High Veto* HuNkone Zone (HVHZ),
Evaluoutur Report
Intop-99—Ts
Rospectildly,
Uniform peribimailro has been tested In accordance with TAS 202 feel standards per test
reports) #ST-ASG-17-001 by Efirec),wabor Testing, hic,
Large missileirnpad rai0shrinxiiiind cyclic Weding Performance has Won tested In accorderam With TAS
201 and TAS 203 teststandards per test repori(s) OEIT�ASG17-001 W Beckwater Testing, Inc,
AMMCTURAL EMNE1ERWG,CALCMLA'_"_QN$
kL
Structural engineering calculations, have been prepared Which evaluate- the product based an
corriparative and/or rathaust ane"s to quelify like following design ciftenc
R
1, Maximum Allowable space
R. MWItrannAllowable Spafts
fmk Bennardo, 09
3- Minimum olass Separation
ENGINEERING &MESSN
k Anchor Spacing
jitr-004(6�449 � Ceti A0111- 9995
160 SW 12" AVtN-UE SUITE 106, DEERFIELD REACH, FLORIDA 31442
100 SW 121- AVENUE SUITE 106, DEeRFIELD BEACH, F�ORVLIA, 33442
(454) 354-0660 1 (866) 396-9991
(954) a54-0660 (866) 396-9999
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I, INSTALLATION ARE ONLY VALID FOR MAX. ASD- DES" SHALL BE V-61
PJRZSSVRE RATING +/- 40.0 RAJ,, AND 6-r MAX
PANEL UENM,
2. FOR NEW WOOD FAWE CONSTRUCTION; WOOD
MEMBERS TO RE SOUTHERN PINE No 2, W1 SPECIFIG
DENSITY OF "S OR EOUAL,
a
77777,777,71
ALL AMERICAN HUrrERS AND GLASS MAXIMUM ALLOWABLE F,, Aft. d
10L, 4
OF -SIGN PRESSURES�
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