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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or Fir.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAD or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F. F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AH U or A. H. U.
Air Handler Unit
FIR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Afternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REINIF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BILK.
Block
GALV or GaIv.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BMorBm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
RS, IRIS, RISH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass (door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
CAB
Cabinet
HGT or Hgt.
Height
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SLorS.L.
Side Lights
CJ or CIJ
Control Joint
HORIZ
Horizontal
SPECS or SPECS,
Specifications
CLG or CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int,
Interior
STO
Storage
COMM or Comm.
Community
KANALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S,
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay.
Lavatory
TEMP or Temp.
Tempered
CTorC.T.
Ceramic Tile
LF or L. F,
Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
Dryer
ILL
Lintel Length
TOB or T.O.B.
Top of Blq,k
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M,
Top of Mav)nry
DBIL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Pie. li
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Pap, iolder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Riry:
DED or Ded.
Dedicated (outlet)
MFR or Mfir.
Manufacturer
TRAf*MworTrans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under 17-Anet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
UNO or U.N.O.
Unless -'�Werwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (sh��'-r or tub/shower)
DTL
Detail
MW or MICRO or Micro,
Microwave
VB
Vanity Base
DV or DV.
DryerVent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or DV.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V. L.
Versalarn
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/ or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD. or Wd
Wood
EXP or Exp.
Expansion
PIL or P.L.
Parallam
WDW HDR or WDW. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLINIT SHLF or Pit. Sh.
PICyt Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WIM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WP
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Fir. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
05-21-16
1.00 NEW BUILDING CONFIGURATION
12-28-17 2.00 2017 FBC CODE UPDATE
06-27-17
12-19-20
02-16-21
06-15-21
08-09-21
08-20-21
2.01 UPDATED PER FDS REVIEW
3.0 FBC 2020 CODE UPDATE
4.0 ENG. REVISIONS PER TRUSS ENG.
4.1 STAIR SECTION REVISED - C.M.
5.0 NEW ELEV. X (ENHANCED)
6.0 REVISED SOFFIT DETAILS C.M.
nil
UNIT -A 1532 UNIT-C 1624 LINIT-C 1624 UNIT-C 1624 LINIT-C 1624 LINIT-A 1532
6 UNIT TOWNHOMES
(A C C C C A)
17= 114 INI AIX I I
UNIT TH 1532 1624
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
COVER SHEET
2 FOUNDATION PLAN
3 UNIT -A 1532 FLOOR PLAN
3.1 SALES OFFICE PLAN (OPTIONAL)
4 UNIT-C 1624 FLOOR PLAN
5 1st FLOOR BUILDING PLAN
- --- - ---------
6 2nd FLOOR BUILDING PLAN
7.1 FRONT AND REAR ELEVATION
7.2 RIGHT AND LEFT ELEVATION
7.3 FRONT AND REAR ELEVATION X (ENHANCED)
7.4 RIGHT AND LEFT ELEVATION X (ENHANCED)
8.1 ROOF PLAN
8.2 ROOF PLAN ELEVATION X (ENHANCED)
9 FLOOR FRAMING PLAN
- --- ---- --------------
10.1 ROOF FRAMING PLAN
10.2 ROOF FRAMING PLAN X
11.1 UNIT -A 1532 ELECTRICAL PLAN
11.2 UNIT-C 1624 ELECTRICAL PLAN
12 ELECTRICAL SERVICE PLAN
Ll LINTEL DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3M MONO DETAILS
S 4 DE TAILS
S5 DETAILS
S6 2-STORY DETAILS
------
ST STAIR DETAILS
SS RETROFIT DETAILS
D 1 FRAMING DETAILS
WID WATERPROOF DETAIL
PA 1.0 PRODUCT APPROVAL
PA 1.1 PRODUCT APPROVAL
PA 1.2 PRODUCT APPROVAL
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The DesignerlArchitect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX 7" OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING I
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0 CONT. FILLED CELL FROM FOUNDATION TO 2ND
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PLAN DETAIL
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PROVIDE 1 Y ROVIDE 1 Y2" RECESS FOR PRDVIDE
2" RECESS FOR — — — — _!,�7 RECE�S FOR
9 SLIDING GLASS 5_056137�EPFE_F TO ILIDING GLASS DOOR. REF-E—RTO— F
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MASON'S SCOPE FOR WIDTH ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO� WIDTH
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7 VISQUEEN VAPOR BARRIER
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Engineers signature and seal.
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NO: 21-01148-01143
SCALE : AS NOTED
SHEEF NO.
2
9
OWNER'S BATHROOM
SCALE: 3/8" =1'-O"
%
%
9
30
A
71
I
All-
V_
MIRROR
9
F_
0
Y
i L
F-
r
BATHROOM 2
SCALE: 3/8" V-0"
STAIR DATA:
18 RISERS @ 7.153"
17 TREADS @ 10"
TOTAL RISE 10'-8 3/4"
TOTAL RUN 14'-2" 42" KNEE WALL
1
WITH 1x8 CAP &
3/4" PLYWOOD
CASING (AT 2nd
DECKING
FLOOR ONLY)
N,
F. FL.
- - - - - - - - - - - - - - LA
17
16
0
15
14
13
CONT.
10 HAND RAIL
2x STRINGERS
F. FL. LJ
I J LJ
7
6
5
4
TYP. STAIR SECTION
SCALE: 1/4" 1'4'
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
H2
(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/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2.0E Fb=2950
HIS
<1�>
(2) - 1 3/4" X 9 1/4"
LVIL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
RAG
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
FLITCH PLATE
Bearing Wall Call Out When
1
Straps are Required
-
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIREDSTUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X251
S.H.
13
20 X 38'
9
18'X 37
S.H.
14
20 X 50 5
7
18 1 X 50
7
S. H.
15
20X63
184X624
S. H.
16
20 X 72
18'X 714
7
S.H.
1H2
27 1/4 X 26
26 X 25
S.H.
IH3
27 1/4 X 38
26 x 37
S.H.
1H4
2771X50i
26 x 50
S.H.
1115
27JX63
26 X 62 1/2
S.H.
27 17 X 72
26 X 71 1/2
S.H.
22
37JX26
36JX25 1/2
S.H.
23
37JX38i
36JX37 3/4
S.H.
24
37 J X 50
36 J X 50
S.H.
25
37 JX 63
3671 X 62 1/2
S. H.
26
37JX72
36 17 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73�WIDE
S. H.
32
54 X 26
52 J X 25 4
S.H.
33
54 X 382
52 71 X 37 4
S.H.
54 X 50,
52 7 X 50
35
54 X 63
52 1 X 62
7
S.H.
36
54 X 72
1
524X 714
S. H.
1
39X59
40 X 59
N/A
S. H.
DOUBLE 39X59
79 X 59
N/A
S.H.
DRYWALL
1 1/2" MIN. CLEARANCE
(2) 2X8 w/ 112"
FLITCH HEADER
SLOPE CEILING To
MATCH STAIR RISE
F. FL.
1 1/4" TO 2" DIA
HANDRAIL NO
LESS THAN 34"
NOR MORE
LU
Q
THAN 38" ABV.
Z
TREAD NOSING
ui
METAL
HANDRAIL
<
BRACKET
BLOCKING AS
REQUIRED
U
F. FL.
HANDRAIL DETAIL
2x4 #2 SYIP. P.T. THRUST SCALE: 3" 1 -4'
BLOCK Wf(2)- 1/4"x 3 1/2"
TAPCONS @ 16"o.c. AND
3" FROM EA. END.
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkine. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handrails:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
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OUTDOOR LIVING
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FILLED CELL LEGEND
CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
LINTEL)
FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
10
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Of
2ND FLOOR PLAN UNIT -A 1532
SCALE: Y4"=V-0"
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
N SHEET SEE SN SHEET
SEE SN SHEET
IAIIIIIIIIIII�
140 MPH
NOTE: WIND SPEED INDICAT ED ABOVE IS AN
ULTIMATE" WIND SPEED THE W IND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
General Notes
R302.5 Dwelling/Garage Open! ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted, Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
less than 1-3/8" thick, or 20-minute fire -rated doors.
doors not
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
nonmeta
Ilic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
d in Section R302.6
Penetrations through the separation require
shall be protected as required by section R302.1 1, Item 4.
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:
0 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-d iameter (1102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17. 1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
2-STORY MASONRY WALL wl
BOND BEAM HGT. AT 10'-8"
TOP AT 18'-8"
MASONRY HGT. @ 9'-4" &F.F.
MASONRY HGT. @ 8'-8" A.F.F.
MASONRY PARTY WALL
TYP. 2x FRAME WALL
''1
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO UPLIFT
CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
1ST FLOOR 677 S. F.
2ND FLOOR 864 S.F.
TOTAL 1541 S. F.
GARAGE 246 S.F.
LANAI 110 S.F.
ENTRY 42 S.F.
TOTAL SQ. FT. 1939 S.F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-19 KRAFT FAC,'Fn
R-30 BLOWN -IN
CONDITIONED CEILING (INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFTFACED
(GARAGE / LIVING)
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
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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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SCALE AS NOTED
SHEET NO.
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la
OWNER'S BATHROOM
SCALE: 3/8" =V-0"
MIRROR
TOWELBAR
J�v
9
00
9
r-
f
-T
I
BATHROOM 2
SCALE: 3/8" = V-0"
STAIR DATA:
18 RISERS @ 7.153"
17 TREADS @ 10"
TOTAL RISE 10'-8 3/4"
TOTAL RUN 14'-2"
42" KNEE WALL
WITH 1x8 CAP&
CASING (AT 2nd
FLOOR ONLY)
FILLED CELL LEGEND
E CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
flT FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
LINTEL)
E2 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX254
S.H.
13
20 X 38 J
18JX371
S.H.
14
20 X 50J
181X 50
S.H.
15
20 X 63
181 X 62 4
2
S.H.
16
20 X 72
18 1 X 714
I
S.H.
1H2
27 1/4 X 26
26X254
S.H.
11-13
27 1/4 X 38J
26 x 37 1
S.H.
1114
27 J X 50 J
26 x 50
S.H.
1H5
27 71r X 63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 J X 25 1/2
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37JX50i
36 4 X 50
S.H.
25
37JX63
36 4 X 62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73-21WIDE
S.H.
32
54 X 26
52 J X 25 4
S.H.
33
54 X 38 J
52 4 X 37 J
S.H.
34
54 X 50 J
52 4 X 50
S.H.
35
54 X 63
524X624
S.H.
36
54 X 72
52 4 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S. H.
(2) 2x8 w/ 1/2"
FLITCH HEADER
SLOPE CEILING TO
MATCH STAIR RISE F. FL,
------- ------------ -
17
1 N, N,
15
14
W
13 0
12 Z
11 .,-CONT.
10 HAND RAIL <W
-J
9
8
7 W
o? 6
5
2x STRINGERS 4
2
F. FL.
14--2" 2x4 #2 SYIP. P.T. THRUST
BLOCK W/(2)- 1/4"x 3 1/2"
TAPCONS @ 16"o.c. AND
q1- C:1)nKA1 CA CKIM
TYP. STAIR SECTION.
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/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVIL 2.OE Fb=2950
<e>(2)
- 1 3/4" X 16"
LVIL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
DRYWALL
1 11011 RAIM t'i CAMAKir'!=:
X
1 1/4" TO 2" DIA
HANDRAIL NO
LESS THAN 34"
NOR MORE THAN
38" ABV. TREAD
NOSING
METAL HANDRAIL
BRACKET
BLOCKING AS
REQUIRED
W
HANDRAIL DETAIL
SCALE: 3" =V-0"
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handrails:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
cy
13'-4'*
VERIFY
LOCATION OF
A/C PAD
- - - - - - - - - - - - - - - - - - - - -
OUTDOOR LIVING
9
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OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
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+29.7 -32.2
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140 MPH
IND SPEED INDICATED ABOVE IS AN
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LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
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. Bid. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
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-cliameter (1102
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.
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
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.
WALL LEGEND
0 IN
2-STORY MASONRY WALL w/
BOND BEAM HGT. AT 10'-8"
TOP AT 18'-8"
MASONRY HGT. @ 9'4" A.F.F.
MASONRY PARTY WALL
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
1ST FLOOR
2ND FLOOR
664 S.F.
970 S.F.
TOTAL
1634 S.F.
GARAGE
246 S.F.
LANAI
108 S.F.
ENTRY
98 S.F.
TOTAL SQ. FT.
2086 S.F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-19 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION R-1 1/R-13 KRAFT FACED
(GARAGE / LIVING)
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
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A WATER TABLE DETAIL
SCALE: 1/2"=1'-0"
FIBERGLASS
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UNIT —A 1532
FRONT ELEVATION.
SCALE: 3/16" = l'-O"
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6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD
UNIT —A 1532 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 UNIT —A 1532
REAR ELEVATION
SCALE: 3/16" = 1'-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 andASTM C1063, orASTM C1787 and the provisions of
this code,
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @
6" O.C. vertical ly/ho rizo ntal ly into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertical Iy1h orizontal ly or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" 0. C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
con rmance w
control joints, but shall be stopped and tied at each side.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, $hall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls, No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches, Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703. 1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish,
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
on inuous y a ove a projec ng woo rim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09,24.21
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SCALE :
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SHEET NO.
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T.O.M.
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T.O.M.
AT GAR.
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LEFT ELEVATION
SCALE: 3/16" = 1'-0"
IBERGLASS
SHINGLES
------------------------------ ------------------- 0 -----------------------------------
_0 TEXTURED
so
13 SH
FINISH 13 SH
16"BAND 11�
HDR.
TEXTURED
FINISH
CD 0
-1 -1
00 00
25 SH 25 SH 35 SH
— — — — — — — — — - 4k -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
T.O.M
b.)
RIGHT ELEVATION
SCALE: 3/16" = V-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
"G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
I Exterior Covering I
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.11 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SNII for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @
6" O.C. vertical ly/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertical ly/h orizontal ly or compatible adhesives,
exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.73 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
0 Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
0 Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
I Coastal Flashinas I
IAll flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations. I
REV. 09.24.21
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NO: 21-01148-01143
SCALE :
AS NOTED
SHEET NO.
7.2
NON -VENTED SOFFIT
NON -VENTED SOFFIT
11VII-YL14 I LLJ QVI I I I
I4VP4-VL1)lI LU %JVFFI I
NON -VENTED SOFFIT
IIV14- V Lill I LLJ QVI I I I
ION -VENTED SOFFIT
NON -VENTED SOFFIT -J L- NON -VENTED SOFFIT
PROFILE OF ROOF TRUSS
BEYOND
ROOF SHEATHING TYP.
2x6
- ���__/_SUB-FASCIA
EXTEND THE (2) LAYERS
OF 1 "THICK USG GYP.
WALLBD. LINER PANELS
OF 2-HR. WALL INTO
SOFFIT AREA
2 Hour Fire Resistant Soffit
SCALE: 3/4"=V-0"
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ� IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
o LOMANCO DECK -AIR (Shingle R000 - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 = (S�. In. Needed) / 9 = (Linear Ft. of Derk-Air Needed)
FIRE CAULK EDGES
AT EACH SIDE
ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
1/150 Rule 1/300 Rule Ridge Vent Amt
(No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt.
Req.)
Total Ventilation
ATTIC
Provided by
SPACE
SQ. FT.
Total SQ
SQ. FT.
SQ. IN. of
Upper
Ventilators
SQ. IN. of
of vented
IN. of
of
ventilation to
SQ. IN. of
SQ. IN, of
(See Elev)
ventilation
soffit
ventilation
vented
be provided
Ventilation
Ventilation
required
needed
required
soffit
by upper
needed
ventilators
Main
0.0
2.0
Floor
901
865
124
432
31
216
276.0
0.0
276.0
(�Zone 1)
Main Floor
0.0
2.0
(Zone 2)
1010
970
139
485
35
242
276,0
-
0.0
276.0
Upper Floor
0.0
2.0
(Zone 3)
1008
968
138
484
35
242
276.0
0.0
276.0
Upper Floor
0.0
0.0
(Zone 4)
110
106
15
53
4
26
0.0
0.0
0.0
Upper Floor
0.0
0.0
(Zone 5)
108
104
15
52
4
26
0.0
0.0
0.0
Upper Floor
0.0
0.0
(Zone 5)
62
60
9
30
2
15
0.0
0.0
0.0
-NOTE
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
PROVIDE 2x BLOCKING W/ (2) 12d
NAILS EA. END BETWEEN
TRUSSES
4'-0" FROM SEPARATION WALL.
SOLID BLOCKING BETWEEN
TRUSSES TO BOTTOM SIDE OF
PLYWOOD. BLOCK MUST BE
"PITCH CUT" (SEE ELEVATIONS)
TO PROVIDE AS MUCH CONTACT
AS POSSIBLE TO UNDER SIDE
OF ROOF DECK. ALL JOINTS
AROUND BLOCKING MUST BE
CAULKED WITH APPROVED FIRE
CAULKING.
TOP OF PLATE
TYPE "S" MORTAR
(TYP.)
DBL. Ix PT NAILER
112" GYP,
8" CONIC. BLOCK
CLASSIFICATION D-2
PER UL U905 (TYP,), PER
UL U905, MASONRY WALL
PROVIDES 2-HOUR
ya_
PROTECTION
our SeDaration
Wall
SCALE: 3/4"=V-0"
*REFER TO STRUCTURAL DETAILS FOR
ADDITIONAL INFORMATION.
April 09, 2018
Snaring wall Rating - am R.
Narbaarift Wall Rating - 2 HR
This design -as a.At.otsd sing a load design onstliad otharthan the Lifflk State& Design Method (a4.,Warkiog Stress Design
miathdd). Par jueisdictlinns am plaqinq the Lhn It StatesDauslan Msttr0d,suith as Canada, a load ragtrictiiw factorshal I be usad - sea
Guide UXUVor BXU W_
IiidicatesaRch prod ucKsbal I heart be UL or cUL Cortifie ' Mion Mark ftriuriedictionansampki-prill the UL iftertUt. Certification (such
as Canada), respectively.
7 jl�' MIN.
4
I., concrota Blacks- - Variousclesigns. Classificati6n D-2 (2.hr)�
See Concrete Eftcks category for list of eligible manuFacturers,
2 Mortar - Blocks laid in full bed of mortar, nom. 3/F In. thick, of not less than 2-1/4 and riot more than 3-1/2 parts of
'Clean sharp sand bo I part Portland cement (proportioned by volume) and not more than.50 Percent hydrated lime (by
cement volume). Vertical joints staggered,
3, Portia rid Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Where combustible members are
fiamed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max, Classification of 1-1/2 hr.
Attached to concrete blacks (Item 1).
4. Los" Mason ry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
Process), vater repellant vermiculite masonry fill insulation, orsilicone treated perlite loose fill insulation add 2 hr to
classification.
5. Foamed Plastic- - (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide sheathing attached to concrete blocks
(Item 1),
ATLAS ROOFING CORP - "Energy5bleld Pro Wall Insulation", "Erergy5hield Pro 2 Wall Insulation', EnergyShied QGF
Pro and Ener�yShleld Fly Pro
CARLISLE COATINGS 2, WATERPROOFING INC - Type R2+ SHEATHE
FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior wall insulation" and "Enverge ' CE Glass
Exterior Wall Insulation"
HUNTER PANELS - Type. Xcl-Cl.ss A, Xcl 2B6
RMAX OPERATING L L C - "TSX-3500", 'TSX-8510', "Thermas heath -XF", "ECOMAXd', 'Thermasheath-3',
'ourasheatns"
THE DOW CHEMI AL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation.. Thernn�rx Heavy [)uty Insulation,
71hermax Metal Building Board, Th�nmax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ai
Exterior Insulation, Tharmax In Insulation, Thenmax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTm ci
insulation
5A. Building Units - As an alternate to Items 5, min, 1-in thick polyisocyanurate compQsite foamed plastic insulation
boards, nom. 4B by Q or 96 In,
RMAX OPERATING L L C - 'Thermasheath-51", 'ECOBASEcl', 'Thermasase-Cl"
indicates such products shall bear the UL or cUL Certification No A forJurisdictions am Ploying the UL or cUL Certification
(such as Canadair reSlPtCtlVeli
Last Updated an 2013-04-09
GA FILE NO, ASW o8i o PROPR117ETArR�Y*j 2 HOIJ�R 6S to 69 STC
IiOU
FIRE SOUND
GYPSUM PANEL PRODUCTS, STEEL H STUDS
Two layers I'x 24" proprietary type X gypsurn.panels Inserted betWeen floor and
ceiling runners With Steel H stud between adjacent pairs (if gypsum panels,
(NILS)
A 3/4" minimum air space must be maintained between steel Components and
adjacent framing (as indicated by dashed lines in sketch). AS an alternate to
an air space, the steel components are covered with 6' wide battens of 112'
type X gypsurn wallboard or full sheets of 112" type X gypsurn wallboard - - - - - - -
screw attached to the steel components.
Sound tested with 2 x 4 Stud Wall faced with 1/2' regular gypsum Wallboard each
side of assembly and 3-1121 glass fiber in stud SPace on both sides,
Height limitation 68 feet,
PROPRIETARY Gypsum PAINEL PRODUCT Thickness: 3-1/7 (Fire)
Georgia-Pactric Gypsum ......... .............. 1, 11-314"(Sound)
DensQlassO Shaftliner Ai Weight: 9.5 psf
Fire Test WHI 495-1290,11-15-94,,
ITS Design GPNVA 120-04;
WHI 495-1295,3.1!45,
WHI 495-0743 & 0744,
1-28 & 30-86;
ITS 316W14C0Q-00Z
8-304)8:
ULR2717,04NK03115,
8_1 a-04, LIL Design U373
Sound Test: RAL TL 10-291, 8-31 -10
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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
Engineer's
signature and seal.
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SCALE :
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SHEET NO.
8.1
Fit I
SYMMETRICAL
NOTE: PENDING WHICH TYPE OF TRUSSES ARE
ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING
INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1
SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO
BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR
REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/
BUCKETS AS THE OPTION)
LOW ROOF / FLOOR FRAMING PLAN
SCALE: Y4"=V-0"
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 ld'
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875(1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
I HETA16
1810
9 - 1 Od x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Old x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHO
BOLTS
RFUS
7100
---
w/(12)WS3WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. 1 (26) 1 Odxl-1/2"
HT75
5795
5/8" ANCH. /(26) 1 Od x1 -1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
329
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (110) 1/4"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
H DU4-SDS2.5 W/ (10) 1/4"
x 2 112" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 1 Old x 3"
JUS26
1000/1080**
---
8 - I Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Old x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
wl (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ USP CIA-7000C
EPDXY
I
V
1 (2) LGT2
14060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
LUGT2 131
00-M 4520-F 131
00-M 3800-F
1W/ (32) 1 bD 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 Od x 1 1/2"
HTW20
1530
1285
24-1 Old x 1 1/2"
Spi
555
535
10 - 1 Od
SPT22
735
8 - 1 Od
SP2
1010
605 1
12 - 10d
SPT24
1090
12 - 10d
HCP2 1
590 1
555
1 12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
a4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
(A)
OR 2 PLY
'ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
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, (8) 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 11 OR 2 PLY CARRIER —(A)
INTERSECTIONS SPLICING I jw/2xCONTLEDGER
TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
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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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JOB NO: 21-01148-01143
SCALE : AS NOTED
SHEE7 NO.
9
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE ATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF1
WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
ISQ FEET) W VALUE DENOTES SUCTION [4:121-[12:12]
a=4ft
AREA ROOF I ze 2n 2r 3 3e or
10 HIP -35.94 -49.57 -49.57 1 -49.57 1
-38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (2 Y16) or IV32" EXP. 1 (3�116)
IjLL IV32" EXP. 1 ('3/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAWY32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16"O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
1 -1 IN -1 — — — — — — — — — — — — F_ — f _1_ I I
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
IUNIT-A 15321
IUNIT-C 1=624
1UNIT-D 16251
SYMMETRICAL
NOTE:
• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS
• SEE SHEET 10 FOR BUILDING ROOF LAYOUT
I SPECIAL CONNECTIONS I
Fs2] :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER &
(4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6xl'-O" #2 SYP SCAB
@ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD
F 94] :SIMPSON (1) FGTRwf(18)WS3w/(2)1/2"x5"TITEN HD.
ROOF FRAMING PLAN
SCALE: )/4"=V-0"
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 - 1 Od x 1 1/2"'
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 112"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 1 Od 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
237
11 - 10d x 1 1/2'
G
H10A
1040
1015
18 - 1 Od x 1 1/2"
RT1 6A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
W/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 0dx1 -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) 114"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8"ATR
N
LUS26
1165/1060
1005/915"
8 - 1 od x 3"
JUS26
1000/1080**
---
8 - 1 Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (116) 1/4" x 3" S DS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
S I MPSON SET w/ 12" M I N.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
wl (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 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V 1
(2) LGT2
14060-M 3770-F
3500-M 3240-F
W/ (3-1) 16D SINKERS &
LUGT2 13100-M
4520-FI31
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" WE DGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 112"
HTW20
1530
1285
24-1 Od x 1 1/2"
spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2 1
1010 1
605
12 - 10d
SPT24
E::J§��
1
12 - 10d
HCP2 1
590 1
555
12-1 Cd x 1 112"
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 / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
�FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES, R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS [ft�l /02r
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
2PLYCARRIER t ---(A)
CONTLEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
WIND SPEED (ULTIMATE) 1140.0 MPH
WIND SPEED (ALLOWABLE) 1108AMPH
11EXPOSURE ATEGORY I
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEETI (-) VALUE DENOTES SUCTION [4:12]-[12:12]
I a=4ft
/-Xrlr-/-x ROOF I ze 22n 2r 13 3e or
10 HIP -35.94 -49.57 -49.57 -49.57
-38.22 -38.22 -60.99 -60.99 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 CY16) or%2" EXP. 1 (3 �11 6)
!ILL 1Y32" EXP. 1 e�116)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
I
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN X32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=4ft
GABLE ROOF > 20 TO 45 DEG,
(4:12]-[12:12]
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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
Engineers signature and seal.
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SCALE :
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SHEET NO.
10.1
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 UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
14::�
tk=�-
DUPLEX CONVENIENCE OUTLET
I '±S
PEPP
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
K)G.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
H��=
HALF -SWITCHED DUPLEX OUTLET
1-1:21)
I
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
6.
,?, 4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
#P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
R,
EXHAUST FAN/LIGHT COMBINATION
MQ
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
kEg
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USIB
TELEPHONE/USB (OPTIONAL)
[TV]
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
'-3
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
3" VTR
JIL-
LAV
TLIB/
W/C SHOWER
LAV
ELECTRICAL SPECIFICATION NOTES:
3" VTR
ELECTRICAL CONTRACTOR MUST VERIFY
JIL
WITH THE SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT FIXTURES
SHOWN ARE FOR LOCATION PURPOSES.
OPT.
LAV
LAV
N I
I J—
W/C
SHOWER
STUDOR
VENTT Lj DBL SINK
W/ DISP.
ffim
PLUMBING RISER_
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC
TO BE VERIFIED WITH PLUMBER
LOAD CALCULATIONS
-
UNIT -A 1532 (1532)
SQ. FT. AT 3 WATTS / SQ. F.T.
1533 S.F.
4599
SMALL APPLIANCE CIRCUITS AT 1500 WATTS
3
4500
LAUNDRY CIRCUITS AT 1500 WATTS
1
1500
SUBTOTAL: 10599
DISHWASHER AT 1200 WATTS
1
1200
DISPOSAL AT 960 WATTS
1
960
WATER HEATER AT 5500 WATTS
1
5500
DRYER OUTLET AT 5000 WATTS
1
5000
AIR HANDLER UNIT AT 1200 WATTS
1
1200
RANGE AT 8000 WATTS
1
8000
MICROWAVE AT 1200 WATTS
1
1200
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
I
SUBTOTAL: 23060
TOTAL: 33659
1st 10 KW at 100%
10000
BALANCE OF WATTS AT 40%
9464
AIR CONDITIONER WATTS AT 100%
1
7104
HEAT PUMP WATTS AT 100%
0
HEAT PUMP & SUP. HEAT WATTS AT 65%
1
5200
TOTAL: 31768
LOAD WATTS --- 240 VOLTS
AMPS: 133
PROVIDE 150 AMP SERVICE
Optional Overhead Service 200A
Same As Underground Indoor Panel
150 Or 200 Amp Service Center
VE - F—E �RM A N
1���p Serial Cable
NEMA
3R
Power Co. Feed 1] 1� #4 Solid COPPER Ground
C.O.
Intersystem Bonding
Termination Per
NEC 17, 250.94 5/8" Galvanized Driven Ground
Rods at least 6' apart
Typical 150-200 Amp Electrical Riser Diagram
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF
THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO.
DB & GFI TO
BE ALIGNED
VERTICALLY
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SCALE: Y4"=1'-0"
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FOR MICROWAVE RANGE
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OWNER'S
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To the best of the Engineers knowledge, information and belief,
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Florida Building Code -
Residential 7th Edition. Engineers
signature and sea] is only for
the structural engineering portions
of the drawing pages bearng
Engineers signature and seal.
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SHEET NO.
T--
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
F�F
DUPLEX CONVENIENCE OUTLET
L z±�,.
F451--
DUPLEX OUTLET ABOVE COUNTER
I
FE5,-W.P.
WEATHERPROOF DUPLEX OUTLET
1_�
r'Z7'G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
d, .
FOUR-WAY SWITCH
_�>4
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC H]
CHIMES (OPTIONAL)
�H
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
1TV1
TELEVISION (OPTIONAL)
FTV] 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
_Z/
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
GD
(1) PHONE LINE, (1) DATA PORT
3" VTR
3" VTR JIL
JIL
OPT.
L LAV LAV
IHANSON
OX
BOX I
3
W/C
LAV SHOWER
TUB/
WIC SHOWER
STUDOR DBL SINK
VENTt Lj W1 DISP.
LAV I
W/C
PLUMBING RISER,
SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC
TO BE VERIFIED WITH PLUMBER
LOAD CALCULATIONS-
UNIT-C 1624 (1624)
SQ. FT. AT 3 WATTS / SQ. F.T.
1625 S.F.
4875
SMALL APPLIANCE CIRCUITS AT 1500 WATTS
3
4500
LAUNDRY CIRCUITS AT 1500 WATTS
1
1500
SUBTOTAL: 10875
DISHWASHER AT 1200 WATTS
1
1200
DISPOSAL AT 960 WATTS
1
960
WATER HEATER AT 5500 WATTS
1
5500
DRYER OUTLET AT 5000 WATTS
1
5000
AIR HANDLER UNIT AT 1200 WATTS
1
1200
RANGE AT 8000 WATTS
1
8000
MICROWAVE AT 1200 WATTS
1
1200
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
SUBTOTAL: 23060
TOTAL: 33935
1st 10 KW at 100%
10000
BALANCE OF WATTS AT 40%
9574
AIR CONDITIONER WATTS AT 100%
1
7104
HEAT PUMP WATTS AT 100%
0
HEAT PUMP & SUP. HEAT WATTS AT 65%
1
1 5200
TOTAL: 31878
LOAD WATTS --- 240 VOLTS
r AMPS: 133
PROVIDE 150 AMP SERVICE
Optional Overhead Service 200A
Same As Underground Indoor Panel
150 Or 200 Amp Service Center
M IN
1 � P Serial Cable
NEMA
L 3
Power Co. Feed #4 Solid COPPER Ground
Intersystem Bonding
Termination Per
NEC 17, 250.94 J518" Galvanized Drivoe'n Gruund'
Rods at least 6' apart
Typical 150-200 Amp Electrical Riser Diagram
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF
THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO.
C.O.
DB & GFI TO -
BE ALIGNED,
VERTICALLY
0
COACH LIGHTS
OR PREWIRE AS
PER SPECS
DISCONNECT
1ST ELECTRICAL - UNIT-C 1624
SCALE: X"=T-O"
DEDICATED
RECEPTACLE FOR
MICROWAVE
RANGE HOOD PER
— SPECS
F_
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.
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To the beat of the Engineer's knowledge, information and belief,
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Residential 7th Edition, Engineers signature and seal is only
for
the structural engineering portions of the drawing pages bearing
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drawings comply with the 2020
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Residential 7th Edition. Engineers signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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7-5'8"ACTUAL
IVARIES1
8" NOMINAL WIDTH
MATERIALS
Ic precast lintels 3500 psi,
2c prestressed lintels = 6000 psi.
§routed per ASTIM C476 fg = 3000 psi wl
Maximum 3/8" aggregate and 8" to 11" slump.
Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
270 low relaxation.
7/32 wire per ASTM A51 0.
91ortar per ASTM C270 type M or S.
GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3, Installation of lintel must comply with the architectural and/or structural drawings.
4. U-1-intels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed 1-1360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11, The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTIM C-926 or other approved
coating.
12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral)
loads should be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
<1
Safe vertical load Safe horizontal load .0
ALTERNATE POWERS
STEEL LINTEL
#5 REBAR AT TOP V
MIK (1) REQ-D— A 1-112" CLEAR
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STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting.
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required top and
bottom of all Powers Steel lintels.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitious coating. See contractor specifications
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LINTEL PLAN NOTES:
1 THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
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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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1. t 3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6,
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3,
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1-9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2� 1. 10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES 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 LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
& 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3"
2"
1)/2..
Y4 "
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-l-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 W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3. t
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4� 4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE 8 Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS AREA MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
,Trinkler 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 subseguent installation of tra
etc., shall be made with permanent metal or plastic forms. Permanent forms must �es'
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C7ncrete overpopr and mortar along the foundation perimeter
must be removed be ore exterior soil treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
b a licensed pest control company before a certificate of occupancy will e issued.
T�e certificate of compliance shall state: "The building has received a pOmplete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS I ONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
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 %". 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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the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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TANK -LESS W/H
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HOME H C G
GARAGE SIDE 000
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STUB -OUT FOR =0
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- 0
GAS METER
9
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— — — — — — — — — — — — — — — — — --- — — — — — — — — — -- - — — — — — — — — — —
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
MMMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" 0. C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'41
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-11 "
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
ill-011
(2) 16d TOENAILS
2" X 10" @ 24" O.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
0
BCI Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
N't
F7'TgFILL CELL STD. 900 HOOK F BOND BEAM
ii
I 7tt
W
cr
STD. 90o CONT. #5
CONT. #5 HOOK LIAK
BAR ---, I
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
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 rom
STUDS
above to bearing below.
SECTION INT. BRG. WALL
(U-)
N.T.S.
1/8" min.
2" . n.
Small gap , ml
4 max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" 1 min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails A" -
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or
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
DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
N.T.S. hinher than 15001b
Web Stiffener Fastener Schedule
Joist Bearinq Location
Series I Depth � End Intermediate
BCI 5000s(5
-1'2"
2-8d
2-8d
191-7/8"
2-8d
3-8d
14"
2-8d
5-8d
@)
BCI 6000s
BCI 6500s@14-�'--
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
2-8d
I 5-8d
16"
2-8d
I 6-8d
BCI 60,@
11 -7/8"
2-8d
1 3-8d
1�
2-8d
I 5-8d
16"
2-8d
6-8d
BCI 90s@
14"
5-16d
5-16d
16"
6-16d
6-16d
BLOCKING PANEL, INTERIOR
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall
BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer --,,,�Plumbing
Vertical load transfer 1900 pff max along load bearing wall. i Load bearing walls when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
Load bearing wall must stack
over squash=20 blocks and beam below Load bearing wall must stack over
*Non -stacking walls Fwal rbeambelow.* blocking and wall or beam below.*
require additional Joist
consideration. Check When joists meet over wall, provide
local building 13/4" minimum bearing for each. I -Joist can be o?ffset
,,o
code for appropriate up to 3" to a) ),d
details in One 10d box vertical plumbi ng
areas=20 of high or=20 sinker -�-4
lateral load. nail each side 3" max
at bearing.
�'oc
Whe
13/4 �,�n e c
_ �r
_ �flfset
JOISTS OFFSET
N.T.S.
Provide adequate bearing
for each lapped joist. Use 1 0dx3" nails at 6"o.c. for all 4joist
blocking panel *Non -stacking wells
Squash block 10d nails require additional consideration..
(2x4 minimum) SECTION INT. BRG. WALL
Bearing wall, Versa -Lam LVIL or N.T.S.
Glulam Beam
NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.)
KNOCKOUTS) ALLOWED -"""N
IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails.
(KNOCKOUT EXEMPTS) Install tight to top flange.
(see table below) D
(see table below)
DO NOT cut, notch Joist hanger
I
or drill flanges
_4
law
I A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES
6r
6"
6' BE CUT ANYWHERE IN 6" ITCANTILEVER ILARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2"
11-91
1 T-111
I,-zl
1�-Z-
1 1�-x
v-7-
1A11
Z-4.
2-g.
1 3-2.
3-7. 1
Any 16'joisit
12
I'-U'
V-11"
T-Z I
I-Z'
1!-3'
T-9'
2-4'
2-11 "
3-7
4-2'
4-9'
9-4'
16
11-91
1A,-
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1!-2,,
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6-4,
-r-z,
20
T-C'
V4.
T-0
V-Z'
2-a'
3-0"
4-(Y'
4-10"
9-11"
6-11"
7�4111"
8!-11"
3-P.
4-9-
6-10"
7-2'
9-4'
9-6'
10'-9"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7.1)/2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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.
Filler block.
Nail with
10-10d nails
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap —
Backer Block z
"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
X oist
depth
D
I -JOISTS BUCKETS
N.T.S.
SIMPSC
w/ (22) -
NAILS I
5/81
THRU
BOLT
SIMPSC
w/ (22)'
NAILS I
R TRUSS
OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN, EMBEDMENT
SCHEDULEFOR
=- AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC -
SLEEVE THRU STEM
WALL
ROMM
FINISH GRADE
SLEEVE THRU STEM-/ 4
SEE PLAN FOR 44
FOUNDATION INFO .4
STEM FOUNDATION
GRADE REINF. SEE PLAN
�J
A
F71 —=I I I-
I 1=1 - * <
L
/ A/C CHASE 4" PVC --- (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 / META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S. P. F.
LOCATION OF
SECOND H1 OA
(WHEN
SIMPSON H10A
1 REQUIRED)
w/ (118) 1 Od x 1 1/2"'
NAILS
UPLIFT= 1015#1
TYPICAL SIMPSON H 1 OA
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PVC OR SCH40 SLEEVE
PENETRATION
4
�A 4:
-A
= — I
L
12" BELOW
GRADE
SEE FND. PLN. �
SIZE & REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
4
PVC OR SCH40 SLEEVE
PLUMBING LINE I
. ..4 - - L
A 10 . 4 .4 . .- � -<
A
SEE FND, PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
. A
k4 .4
SEE FND. PLN.
SIZE & REINF.
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and sea].
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
W/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.)
VARIES
INSU
5/8" OR 1/2" H IG H
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1X2 P.T. HORIZONTAL-/
NAILER
STD. 90- HOOK (SEE DETAIL
2x BLOCKING HORIZONTALLY@
IV 1
INTERVALS NOT EXCEEDING
2x #2 SPF STUDS
C
@ 16'1 0. . W/ (2) 1 V-0" (13302.11)
1F;ri Tnpmwi.R. T P. R 64
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. O/C &
2x P.T. PLATE 1/4" DIA * X 3 1/4" TAPCONS @ 24
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" /Ir C"!
A 4 //,,- 6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
MOISTURE BARRIER
CD
SHINGLE ROOF, SHINGLES TO LIE"] I Ittl 151 1 .. I I F'',
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
r=
D3161-CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
Jill
CODE 7TH EDITION (2020)
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
WALL w/ OUT UPLIFT
SHEATHING AND FASTENERS
N
r TR`-011
� A,
MEE ;1: -111'.
ELEV. VARIESji--\ I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
-ALUM INUM DRI P
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"x8"X1 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
ARCHITECTURAL
FINISH
1x2 PTWD FURRING @24"O.C.-/
1/2" GYPSUM WALL BOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4'x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
CY)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6
W
0-
/-NOTE:EXTEND
W1.4XW1.4 WWF OR
"FIBERMESH"
-
DECO FINISH 4" to 6"
BELOW GRADE
I
C"!
t_1
D
00
Jill 111
- - -
6 M IL VAPOR"/
50
-1
-
BARRIER
t> 4
COMP. SOIL. :
1104
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN.
CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
1'4' (1 STORY)
STD. 90 HOOK (SEE
U.N.O.
4"
V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" V-0"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS ---
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLTINFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
W/ (10) 1 Od NAILS
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
GG
S3
8"x8"x1 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-10"
2x S.P.F. STU S 16" O.C.
A
I`__2x STUD
8" C.M.U.
/-,-l"xPT STUD
#5 VERT. IN FILLED CELL
5/8"4" "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"X3 1/4" TAPCONS
SPACED EVENLY
2x P.T. PLATE
ASSUMED FINISHED
GRADE
j
_1 ILL,
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11'4;
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--.\
A GRADE
00 1 1=1 I 1=1 I F=I I 1:_ttl I I I I
-
-11-11
(1) #5 REBAR W/ OPT.
I= CRE.EN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-101"
S3
BLOCK WALL BEYOND BLOCK WALL BEYOND
1
EXPANSION JOINT
14" 13"
O.H.D. RECESS -[O.H.D. RECESS
r -=d�'n
C1)
/I A-
4 4� 7 L ' . . . :: ..: 41. . .1
A
4
7
.1
4: ..'� �%. ... ]1-,,
"T
:4" 60
7ZI 0?
4
11, rP
1=1 I F
1=1 I F
EL lm�l
SEE A/S3 OR J/S6-"_li�1T_-jI
FOR REINF. INFO.
L,3" MIN. CLEARANCE
Vi-4" (1 STORY) li-8" (1 STORYW/ DEPRESSED SLAB OPT.)
V, -8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
1:4" (1 STqRY)
1 -8" (2 ST RY)
2
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
-1
C�
E
C7 .6 .>
qI t,
6 MIL VAPOR I
-
11 :
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1557)
_7v�_ _7v�_
5/8"OR 112" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
_7v�_ _70-
17_1��I ---- I _1752_1
\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 112" HIGH STRENGTH
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR Y8" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL)
ABOVE) GARAGE W/A HABITABLE ROOM
SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
TOP PLATE S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. SIMPSON SP2 wl 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C.
(12) 1 Od NAILS U.N.O.
1/2" CDX PLYWOOD OR 7/16" 0 S B.
SHEATHING REQ'D. FOR ALL . . . x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 V-0" (13302.11)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
3/8" MORTAR BETWEEN
EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS
SIMPSON SP1 w/ (10) 1 Od NAILS
IF NOTED, THIS REFERS TO THE
5/8"' x 10" "J" BOLT @ 24" O.C. W/
2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. O.-011 (ALT: 1/2"xl 2" TITEN HD @ 24" x P,T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
211
@ 24" O.C.) ATTACHMENTS /21' WWF OR FIBERMESH
F OR FIBERMESH 3 1/2" M
ELEV. 4-3 1/2" z 3 1/2" MIN. I IN.
I I . LWW If
00
1/2"(min.)- 4" 1/2"(min.)-
rp 4"
00
1 F
3112
"(min)
-
(2) #5 CONT.
4- V-4" 8'�
MIN.
U.N.O.
TYPICAL BEARING WALL 0) STEP (�D SHEARWALL
"SHEAR WALL"
SCALE: 3/4"=V-0"
_�\v
?C:b
2x STUDS @ 16" O/C
4\ N, bos
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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
3RD LAYER 1/8" THICK. K.O. BLOCK
SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD
20" MIN, LAP [24" MIN. LAP]
2X PT PLATE #5 REINFORCING
BAR
WEEP SCREED INSTALLED Zj -7-1m
PER MFR INSTRUCTIONS
'�'-93 OR U4 REINFORCING BAR
GRADE 40 M�N. Fy= 40ks!
#3 & #4 LAP SPLICE
[GRADE 60 M N. Fy- 60ksi]
FINISH GRADE aO 2 25" MIN. LAP [30" MIN. LAP]
0? �777 771 ��A
� - �R �f 1-1 z #5 REINFORCING BAR
1_1 I 1=1 I I= R 17/8"
T rE_'-ff 71-- -1
T= M #5 LAP SPLICE
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SCALE: 3/4"=1'_0
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
P. 1/2" GYP. BD.
T.2x
2"
1/2" FROM SLAB
HOLD GYP. BD.
CONT. BEAD SEALANT
I _7
A -, <
A INTERIOR 2X STUDS @ 24" O.C. U.N.O.
1 4
-3 1/2"
�4 , 17�
A 4-
GARAGE
GYPSUM WALLBOARD U.N.O.
CONCRETE NAILS W 1 1/2'
W/ DRYWALL SCREWS @ 8"O.C.
EMBEDMENT @ 12" O.C.
-----INSULATION PER CHART
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE ON FLOOR PLAN
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
TENSION 120#) CONCRETE SLAB
6 x 6 W1.4 x W1.4
WWF OR FIBE
RMESH c,
0? E
Z
I nrzfiS
-M _41011 A
BARRIER
4" 41'
INTERIOR WALL SLAB STEP NON-BRG. K'��K
SCALE: 3/4"=V-0"
S3
36" MIN. LAP [36" MIN, LAP] XXI
\/XX77
IXXX'
101,
1x./ IXY/ xxx/ xxx11
'-#6 REINFORCING 13AR #5 STD. 90 HOOK
#6 LAP SPLICE
REBAR DETAILS K'F�
SCALE: N.T.S.
FRAME -DOWN FALSE BEAM W/ (3)
1 Od NAILS TO TRUSS TOP CHORD
N FOR AT 24" O.C. MAX.
SEE PLA
TOP OF BEAM
- f
(2) HTS20
01-0
SEE PLAN
.
(2) #5 CONT.
4"_
M 11
U.N.O.
STEP
TYPICAL BEARING WALL
QU-)
SCALE: 3/4"=V-0"
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 W/ (10)
10d NAILS
- 2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
9
0 END OF 2"x PLATE
Llj
2 IL
.1
CL
U)
Llj
vv'
R
,F �M\
SEE ROOF PLAN
FOR TRUSS
CONNECTION INFO
& LAYOUT DESIGN
SEE ROOF PLAN
0?
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2X4 #2 SYP P.T. FRAMING W/
MIN 7/16" O.S.B. SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE PLAN FOR STRUCTURAL
CONNECTION INFO.
COLUMN SIZE AND BASE
SECURE 2X4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS
AT 8" O.C.
-TRIM PER PLAN
SQUARE CMIJ BLOCK BASE,
SIZE VARIES PER PLAN
W/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
-BRICK PAVERS or SLAB PER
COMMUNITY SPECS
TAPERED COLUMN FRAMING
SCALE: 3/41' � V-0"
(2) #5 CONT.-
..
ON 3" CHAIRS
81,
(TYP.) 11-411
cc
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 V-0" (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 C-4
;;
WWF OR FIBERMESH
C?
iT1=1VI I
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT
G�
SCALE: 3/4"=V-10"
�3
VARIES
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
S.G.D. (U.N.O.)
SEE A/S31J/S6 8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (.5 S.G.D.
rM
SCALE: 31 -0"
11
MASONRY WALL AND I
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS c�
TO FOUNDATION PAD E
MAT REINFORCING. Q
CONT. FOOTING ST
EEL
z GRADE
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FOOTING WIDTH
SEE SCHEDULE
OLUMN FTG. DETA
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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. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION -
CONNECTION
SCREW OFF CAP (3" DIA.)
--"-2x DEAD WOOD @ MID
FOR CLEAN -OUT
0 1 NT w/ (3) 12d
— P
1
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/81, 8" 7 5/8" 8"
TT v
—SOLID AREAS ARE
7 5/81, 8"
DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK
ROU
4
PLATE EVENLY WALL IS 1 1/2" MAXIMUM
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
ID
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"
VARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F, STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
I STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d
(3) 1 Od TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
-'--2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NA 'ILS
CRICKET AS REQUIRED
I i
1 :
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
;2!
L�
�
\—BLOCKING (TYP.)
\—ROOF
2x P.T. PLATE
_r
TRUSS
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
UPLIFT CONNECTOR (SEE SCHEDULE)
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT..
AND FILLED SOLID W/GROUT
MOISTURE BARRIER
1 #5 VERT. IN CONC. FILLED CELL W/
STD. HOOK IN K.O. BLOCK
90A
KNEE WALL ABOVE MASONRY WALL
DETAIL
rF
CL_ DOOR OPENING DOOR OPENING
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT
SCALE: N.T.S.
F11
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW, EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
MASONRYLAYOUT rD
TYPICAL SECTION THRU WINDOW (B
SCALE: N.T.S. �4
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W1(1)#5
FOR CONCRETE PLACEMENT 7
� I
4 1 //
J
_8" STD. 96 HOOK 8"R
LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATE R THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL —
SEE FDN. PLAN FOR LOCATION
7
1
.
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
IQ 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.
96 3/8"
88"
71
58"
1 41
34"
d63A
3 1/2"-
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--�
_j
<
rr_
W
>
0
Z
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
2x CRIPPLES @
KEEP STIFFENER BACK FROM SIDES ENOUGH
16" O.C. W/ (2) 12d
TO ALLOW SPACE FOR FLAT MASONS TOOLS
TOENAILS T/B
SIMPSON SP4 W/ (6)
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
1 Od x 1 1/2" AT EA
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
STUD (USE SP6 FOR
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
2x6 WALL, USE SP8
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
FOR W WALL)
K/S4
GARAGE ENTRY FORM DETAIL
10d NAILS @ 8"
SEAT FOR BLOCK IS POURED
2x6 MOUNTING BASE
SCALE: N.T.S.
O/C TYP.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
8x8x1 6 C. M. U.
GARAGE DOOR RACK MOUNTING BRACKET
DOUBLE 2x
TROWEL FINISH SEE
CRIPPLE STUD
GENERALNOTES
TYPICAL (U.N.O.)
SLOPE FORWARD
GARAGE DOOR ROLLER GARAGE DOOR TRACK
FOR DRAINAGE
CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
A: r
MOUNTING BASE DETAIL
SCALE: N.T.S.
4
SEE PLAN FOR FOOTING
DIMENSIONS
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
GARAGE ENTRY FINISHED MASONRY DETAIL
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
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 TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
FOP
iARAGE
iOOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK KK
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4' -9.
(2)
(3)
1 (2)
1 (2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
L @ 12" O/C FOR 2"xl 0" OR
3-ROWS 12d NAILS STAGGERED
GREATER HEADER
\—(2) 2x HEADER SEE PLAN
0
INTERIOR HEADER:
1
(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) 10d x 1 1/2" EACH
SIDE
'--2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S. 1\14�
SIMPSON SIMPSON
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
41-1 4
12
(TYP.) SEE ELEV.
1
SIMPSON SP2 w/ (12) 1 Od
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING CRICKET AS
REQUIRED
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W1
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATE
RESISTIVE BARRIER�"
BOUNDARIES 6" OIC EDGES & 8"
BLOCKING (_
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
S I M PSON H ETA20 w/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) wl MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MAIN SPAN
ROOF TRUSS
MOISTURE BARRIER
UPLIFT CONNECTOR
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
_mm_
v
MASONRY WALL DETAIL
ALT. KNEEWALL ABOVE
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
0
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 1 Od @ 3" O.C. (14
SPLICE -7 NAILS TOTAL) EA. SIDE OF
-V,9,,4PLICE STAGGERED
Z
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4116d TOENAILS
TO'TOP PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
3IMPSON
I<
SIMPSON SP4
SP2
=�'::
I U
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BBIS1 FOR
ADDITIONAL DETAILS
RECESS
SIMPSON SIMPSON
SP4 SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
SIMPSON
Spi
SP4
SIMPSON
SP4
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSON
SP4
TRUSS BOTTOM CHORD OR 2x4
OCKING W/ 2-16d TOE NAILS
EACH END
Uj
0
=cz <
co
2x TOP PLATE
\:2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
--I/ CHORD OR BLOCKING
2x STUD @ 24"
v
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE
FP
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
/
PLATE TO CONCRETE
REIN F. 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)
3 (5645# SPF)
3 (4565# SPF)
(6970# SPF)
)S (9335# SPF)
N. 8"
PDXIED A.T.R.
I & NUT
'OXIED A.T.R.
I & NUT
DXIED A.T.R.
& NUT
2X8 P.T. BOTTOM PrTE
<
5/8"X1 0" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
"
2X8 P.T. BOTTOM
PLATE
UU
5/8"x10" "J" BOLTS @ 24" O.C. MAY
(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
@ 2'-0" O.C.
-MASONRYWALL
1 Od NAILS @ 4
O.C.
10d NAILS @ 6
STAGGERED /--STAGGERED
A/ 0 0 FTR�ANSOM FRAMING
B
BEYOND.
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
10 SHEATHING
& 8" O/C FIELD
L
SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
HEATHING
SP8 FOR 2x8 WALL) S
SI MPSON SP2 w/ (12) 1 Od NAI LS MASONR I
Y_
5/8"X10" J-BOLTS @ 24" O.C.
SIMPSON SPI w/ (10) 10d NAILS WALL BELOW 0-
MAX. (MIN. (2) PER BOTTOM
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
I
SC
ALE: 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
raw
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions
of the drawing pages bearing
Engineers signature an d seal,
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SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SIDS
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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
NAIL W/
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\
2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
451±
41±
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CROI
BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAIL-/
4
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
NKI�KER
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX, 8" FROM
1�&�
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
)T\. X
BLOCKING
7/16" OSB SHEATHING
END
ATTACHED W/ 1 Od
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"'
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3-1 O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
I
1 .1
1 EnKI
I I
E. I
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
__'
INTO 2" 6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
MAX. 9"
UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS
IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING-i
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
EACH JOINT w/ (3) 1 Od & (2) 1 Od
EACH JOINT wl (3)
TOE NAILS @ EA. END
10d & (2) 10d TOE
NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
,,--1/2"
OSI3 SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
END TYP. TOP &
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOE NAILS
x
.
.
2x4 PANEL BLOCKING @ 48'
2x4 "T" ON T6P OF PANEL BLOC
� IN I O.C. FOR 2x BLOCKING
KING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE
FASTENWITH 10dx3" @4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
"
" "
"
"
k
(2) 16d
NAILS
INSTALLED PER MANUF. 1/2
x 8
J
BOLT @ 48
O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
S I M PSON M ETA1 2 wl (7) 1 Odxl 1/2" NAI LS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
1 Odx3" @ 4" O/C
I
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
U
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3116"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"
ri
GABLE WEB
SECTION 2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
� �5
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
co
SEE STRUCTURAL---,,,,
CHORD BLOCKING
NOTES AND NAILING
x
INFORMATION
oo
oo
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
ill
2
(2) 16d NAILS
-WOODTRUSSES
co
oo
r
oo
2"X4" CROSS BRACE
APPROX. 8" FROM
-2X4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
t�y
tl
J?
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
I
TRUSS SPANS
ATTACHED W/ 2 - 16d
1�
13� 1�
NAILS @ EA. END
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS 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" OIC FOR THE
(2) 16d NAILS
- 2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINAT ON
(SPACE AS SHOWN FOR 3-PLY)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10IS5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2X4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL K-5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
--11d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" O.0 .
TYPICAL TT_
GABLE TRUSS WEB -J
SINGLE 1" BRACING DETAIL(__6_-�
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" O/C
GABLE TRUSS
TRUSS VERTICAL
DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od
L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" 1" BRACE
FASTENED WITH (3)
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
16d PER SIDE
_N�
r3
SECTION SECTION
_U
SCISSOR GABLE 'IT" BRACE
SCALE: N.T.S. SCALE: N.T.S.
AS PER HIB 91 SCALE: N.T.S. �, �5
1\15� �5
MAX. 9"
8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE I O/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
SIMPSON HGAM10KTAW/(4
- "0
E ES AND 12 C. FIELD
1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"X2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
2X4 "T" ON TOP OF PANEI
BLOCKING, FASTEN W11 H L 2X4 BLOCKING W/ [E
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS
—
NON — LOAD BEARING LOCATION
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
rD
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SECTION
SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS
S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL
(2) 16d NA
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
GABLE END BRACING DETAIL
12"
�SH SCHEDULE
�TTACHMENT
SYP BLK'G @ 16" O.C.
I x 0.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ("l 0
SCALE: N.T.S.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SCALE: N.T.S.
-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1 Od
24" O/C (TYP)
TOE NAILS AT EACH END @
z
W
am-:
\-BRACING w/ (3) 1 Od x 3" AT
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON LOAD
BEARING LOCATIO (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
010" - 3'-0"
T-0" - 6-0"
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" OIC,
3) SEE 6/S5 FOR MORE INFO.
SIM PSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"xX SDS 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)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" 13RACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
�7_
7TE: 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 BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the beat of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
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signature and seal is only for
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Engineers signature and seal.
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ROOF FLASHING AND ROOF FLASHING COMPONENTS
TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL
12
INSULATIO
BAFFLE
INSULATION PEIR—
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
NAILS OR DRYWALL SCREWS 7" O/C
BOARD PER CODE W/ 13/8" DRYWALL
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
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" OIC TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU,)�
AREAS.
FLOOR SYSTEM
R PLAN
0
A
1/2" HIGH STRENGTH OR 5/8" GYP WEI (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 WIB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WID FURRING @ 24" O.C;
BASEBOARD
11 r
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
4 7
77,�V
\4
1EE1 I 1=
I
FFI:
A. A'
A
6x6 W1AxW1.4
I
I=E
WWF OR FIBE SH
ME
III
1 �171
- ..
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 W1 TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
FRAMING SHEET FOR
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
IIX2 NAILER
_j LU PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
U-1
LU
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. 3RID
LAYER 1/8" THICK.
1 U0
vj INSULATION PER
CHART ON FLOOR PLAN
—""y �R
rB
71%44 1 S6 S6
A ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 1HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BILK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
U-
LU
0
4"x4" INSPECTION PORT AT
x
0-
EACH FILL CELL TYPICAL
LU
(n
AT GARAGE CONTRACTOR
LO
TO CUT BLOCK OR POUR
7
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
411to 6" BELOW GRADE
:INISH GRADE --
00
\—STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR
(SEE DETAIL)
W/3" MIN. CLEARANCE 4" V-8"
TYP 2-STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=V-0"
� S6
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO
STUD
2nd FLOOR W
BEAWGIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP wl (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/
(112) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL—
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA, STUD
2ND FLOOR FRAME CONNECTION
SCALE: N.T.S.
@ WOOD 1 ST FLR. SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SPACER
BLOCKS
'END SHEATHING TO
)F BEAM OR GIRDER
TE W/
O,C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS
rN-��
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 --I I I
60
SEE FRAMING WEEP SCREED
9
PLAN INSTALLED PER MANUF.
F7
2"X4" CROSS BRACE @ 48" \—SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
_JIM
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
� �6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSc
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
LU
ui
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 W/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS W/ MIN. 4"
EMBEDMENT IN KO BLOCK
FLOOR CONNECTION
B
@ MASONRY 1ST FLR. SEE JIS6 SCALE: 3/4"=V-0" ��S6
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6) 1/4" x 2 1/4" TITEN
WALL PER STRAP
SCREWS TO MANSONRY
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION
B.U.C.
(8) 1 Od NAILS TO
STUD PER STRAP
FLOOR SYSTEM
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
ETAIL (F USS)
0�
D LOOR TR
SCALE: 1 1/2"=T-0"
"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 W/ 8"
EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.)
2X P.T. PLATE F6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
4-
7-
7--
=--
A A' A
1�� r
:A 4
A I I I I V
(3) #5 CONT. ON 3"
81, 11-8" 1 8" CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION KS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
15132" OSB r 71 F
EXPOSURE1
SHEATHING L &--11
PROVIDE
BLOCKING AS
REQUIRED PER
SECTION X-X IF
I NOT FULL
HEIGHT SHEET-
-P
FLOOR SY
FST-ri
(2)- 2x TOP PLATE
./- BEYOND I
-11
—
—11-q--17—EXPOSURE1
15132" OSB
TF T 7
SHEATHING Lu
LU
2:
SOLID 2x to
BLOCKING @ ALL 2
C
SHEATHING 0
U)
EDGES(SEE
OPENING
SECTION X-X)
Lu
0
IF
Lu
2x STUDS uj
111
Ffl IF7
--BEYOND,
111 11 11
=
U)
SEE PLAN 0
::i
0
L I LI
11L -L -1 —11 ;;r L
7 -
\-2x4 P.T, BASE
A PLATE BEYOND
2x RIBBON OR VERTICAL HORIZONTAL SEE PLAN
BLOCKING
BETWEEN FLOOR vvALL SHEATHING
SYSTEM MAI I r-1 r"%/A'rl^Kl MIA^r%ARA
318" NAIL 3/8"
SPACING
3/4" 112"
S 1/2'. S
— . -a—
S
4--
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7116"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL wi (4) 8d NAILS
\11-(2) 8d NAILS @ Y O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys�
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
LU
-j
PENETRATE SURFACE MORE THAN X".
(� 0
(Z) NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL
0
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL
Z
u-
NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL.
@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
v M
U)
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
in
wl 8d COMMON NAIL
a uj
Lu LL -0
'E -- X -
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
CF
>- < �- 0 U)
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
Ir P 0 0 to
to 0 0 to LL
2
@ ( ) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
U) Lu 0 LL
(N W 0
MEMBER IF GABLE END
_cn
NOTE
[
t . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X 2 1/2
. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
Do N
C
SUR
H-FP -E MORE THAN 1/8".
("'C� WALL SHEATHING INSTALL.
& NAILING SCHED.
REVISION 12-7-2020
2 ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
S4
INTERIOR HEADER:
BOX HEADER (1) 2x SILL PLATE W/ (2)
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
SEE PLAN FOR REQUIRED
CONNECTIONS
K. 00,
11 >1111 Cllolltl 111 r: 11
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
2x BLOCKING HORIZONTAI=�—�
@ INTERVALS NOT
) 11)
EXCEEDING 1 U-1)" (R302.
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W1 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W1 6x6 W1.4xW1A
WWF OR FIBERMESH
-A
'�4
A
-- F11 A
lEd I I---
4
A
A
A
(3) # 5 REBAR ON 3" AIR 4 V-8"
W/3" MIN. CLEARAW
ALTERNATE FOOTING
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUD
SIMPSON
EAEND
EAEND
EAEND
EAEND
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9-
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
1 (3)
(3)
(2)
(3)
1 (2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
—2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C, 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
co
AL FINISH GRADE
—
0?
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@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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Florida Building Code -
Residential 7th Edition, Engine&s signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineers signature and seal.
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NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUI
NAILED MATCH NOS
OTHERT
\ 0,
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND �MTS12 w/ (14) 10d x 1
BOTTOM, GLUED AND 1/2" NAILS)
NAILED TO STRINGER
2xl 2 TREAD
GLUEDAND
NAI LED
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED\
INTO FLOOR WITH GL=�
STRINGER CONTACT
POINTS
E
z
�12x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
-1x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
_1k
SECTION VIEW,
SCALE: I' = i,-o,,
2
J_A
1-1
ALIGN THIS STUD WITH
FACE OF 2ND RISER
E3YP CUT TO FIT
8,RS IN WALL
—2xl 2 SYP
BEARS IN WALL B
-2x6 SYP
2A SYP RI OCKING
I
FOR STRAP
2x4 PT NOTCHED INTO STRINGER
(SIMPSON MTS112 w/
AND NAILED TO FLOOR WITH GLUE . . _ X
AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAI LS)
I EW "All SECTION VIEW 111311
SCALE: 1 V-0" SCALE: 1 V-10"
LIGN THIS STUD WITH FACE OF 2nd RISER
,3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
AND 1" GAP TOP AND
2
BOTTOM, GLUED AND
NAILED TO STRINGER
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
-;7\ [SIDE) TO BOTTOM EDGE OF 2x12
STRINGER STRINGER
2x4 BEHIND RISER
BLOCKING FOR
-lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
-2x4 D AFT RISER AND TREAD
STOP
-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS 77
thk I H I
+-2x4 BLOCKING FOR 2xl 2 C'�
r-2x4 PT UNDER 2x12 j
ROVIDE MOISTURE
PROTECTION
LZATTACH ALL COMPONENTS
�S PI W ", X
OF STAIR TO CONC. W/ " X
2 J" TAPCONS @ MAX. 32" O.C.
I I
—ATTACH ALL COMPONENTS 1 x,4a G iL U E D�A N D
OF STAIR TO CONC. W/ .1" X NAILED TO STRINGER
4
2 J" TAPCONS @ MAX. 32" O.C.
GJ'��
TOP OF
STRINGER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
��S,STOP
2x8 SYP DRYWALL STOP
"_�_MUST NOT TOUCH
STRINGERS G
E2x4 BLOCKING FOR 2x12 SIMPSON A35
2x4 PT UNDER 2x12 OR LSC EAC�H
A Iz x I I ,
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS)
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
SECTION VIEW 11D11
SCALE: 1 V-0"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
—2x SYP CUT TO FIT
BEARS IN WALL
x1 2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 " = V-0"
SECTION D-D
SCALE: 1 " = V-0';
-3/4 PLYWOOD
ON DECK
---2x8 SYP GLUED
AND NAILED
TO
FRAMING
-2x4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILEC
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED\
INTO FLOOR WITH GLUE -AT -
STRINGER CONTACT
POINTS
IV
Y-W SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
L,x*/GLUED AND NAILED TO STRINGER
�KOR DRYWALL SPACING
H
SECTION VIEW "Eff.
SCALE: 1 " = V-0"
SECTION VIEW
SCALE: V-0"
-3/4 PLYWC
ON DECK
---2x8 SYP
AND NAI
FRAMIN(
2X4 DRAFT
STOP
2x4 BLOCKI
t-%
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER
SECTION VIEW VICIIIIIII
SCALE: 1 " = V-0"
FLOOR TRUSS OR
GIRDER, FIELD VERIFY
(2) LAYER 2" EDGE GOLD
4
OPTION: 2X4 CUT ON OSB OR PLYWOOD
BEVEL GLUED AND OR 1 2"X16" LVL
NAILED TO SUPPORT 4
)R ATTACHED W/ 12d NAILS
W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW 11G
SCALE: 1 " = V-011
SECTION VIEW
SCALE: J" = 1 '-0"
CONN. TO BOTT
OF NEWEL POS�
PER CONTRACT
F-1
F_
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
:L POST LET INTO
!LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWELPOST
BLOCKING -
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE .5) SCALE: AS NOTED
SCALE: 1 " = V-0"
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
'4TO RIM BAND,
ID NAILED TO
RALL BELOW
JOINT
-TO
)ISTS)
2XSTRINAR
2X 1311OCKING
PSON MTS12 w/
1 Od x 1 1/2" Al LS
2,ND OR
34D 2X 131_05�<I NG
RISN
VARIE&,,�. h5zi
ECTION VIEW "H11
SCALE: 1 " = 1 *-0"
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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. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
1/2" DRYWALL
DOOR JAMB (REF 1x4 1/2" DRYWALL DOOR JAMB (REFER F-1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F
P.T. F TO PRODUCT TO PRODUCT
TO PRODUCT APPROVAL FOR CONN. Xx APPROVAL FOR CONN.
N�
APPROVAL FOR C X4
1x4 P.T.
x4
3/16"0 X 3" LONG FURRING
x FURRING
"I I I / 11 //1 (2) ROWS 3/16" x 3-1/2"
3-1/4" LONG X 3/1 FURRING
TAPCON. INTO TAPCONS TAPCON @ 16" O.C� & 4" 2X8
STAGGERED @ 16"
BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. —1X8
PER MANUFACTUR,= 1 DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH
1x4 P.T. & 1x8 P.T. 1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
STAGGERED @ 12" O.C.
3/16" x 3 -1/2" DOOR JAMB (REFER
TAPCON @ 16" 1x4 P.T.
O�C. & 4" FROM DOOR JAMB (REFER
EACH END W/ MIN, TO PRODUCT 1x4
APPROVAL FOR CONN. 1/2" DRYWALL
DOOR JAMB (REFER
APPROVAL FOR CONN. W/ (2) ROWS 3/16
TO PRODUCT 2" EDGE DIST. TO PRODUCT
x 3-1/2" TAPCON @ 16"
X/
APPROVAL FOR CONN.
1x4
(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
TAPCON @ 16" O.C. &
X/ END w/ MIN. 2" EDGE DIST, FURRINI
L 2x8 P.T. ATTACH SECOND PLY wl
4" FROM EACH END w/
2x P.T. AS REQ'D (2) ROWS 10dx3" 2x8
MIN. 2" EDGE DIST.
STAGGERED @ 12" O.C.
2 1/4" DETAIL
2x DETAIL 3-1/4" DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC
N. 1X4
0
6
1 k'12"DI
3 6"
DIST,
W/
SCALE: N.T.S.
2x8 RT. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL
(4) 10d NAILS INTO
BRACE(S)
2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH
(4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR—' x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
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
R7A
2 x 8 BUCK - CONNECT TO BLOCK
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTOI�.)
1/4" MAX Z-01'
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTWN�,
4T
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
O.S.13 ON
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIE__"�
)E
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW-----'
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
ARCH DETAIL rK
B-B
SCALE: N.T.S.
�, �s
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
�LEAVE A CUT OUT IN O.S,B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
---2x845 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8"
PROVIDE 2x
PROVIDE (2) MIN.
CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
EQUAL 4'MAX. RAD.
MAX. 8"
PROPER INSTALLATION
#5 RE&
(TYP,)
STD. 90'
FILL SOLID
HOOK (I
BOTH CELLS
\T
J
7
z
LNOTCH WEB AT
FIRST 2 COURSI
UPLIFT CAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 114")Q 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2XIS SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS IMPSON
2X6 TO 2X4 H2,5A W/ (10)
8d NAILS
WALL
W/
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
I
GLASS BLOCK INSTALLATION NOTES
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
fYPE"S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
If EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
4 EXPANSION BOLT (2
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
PER
9 ga. PANEL 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.
1;: 6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
� L _�L...: .:�
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 N.LAP
MI
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 R1 60
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
� �s
#5 CONT. TOP & MID
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER
6'-0"
Irk
t,
k.
—11 1= F
=1 17
GRADE
M
;2�
C�4
- --------
sl� (2) #5 REBAR. (1 -STORY)
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
REV. 07,28.21 SCALE: 3/4" V-101"
FILLEDCELLPER
FOUNDATION PLAN
51
YP.)
rHE
S
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
W
#
#5 REBAR (TYP,)
10
0
TD. 90- HOOK (TYP.)
A @ FIRST COURSE
2 x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
>< 4
3/4" PLYWOOD DECKING GLUED
><J:
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
AND NAILED W/ 8d COMMON @
6" O,C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT,
WEB
METAL SEAT PLATE
E
NC
NOTE:
U[B
LA
LAP SHEATHING TO
C
JO
q
I
SIMPSON HGAM10KTA @ 12" O.C.
wl (4) 1/4111/2" SDS SCREWS
F
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
FILLED CELL INSTALLATION
RETROFIT FOR MISSING EMBEDDED STRAP
SCALE: N.T.S,
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
BIRG WALL TYPE
PER PLAN I I
2x2 #2 P.T. MIN,
FASTENED PER NOTE
2 BELOW
CONT 2x4 NAILED TO
BLOCKING W/ 2-12d NAILS
ALUM D IP EDGE
2x SUB FASCIA
CONT VENTED OR SOLID SOFFIT
2x BLOCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP. (")
1 . G.C.1 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/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1
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
SF01
S OFFITS >1'-4"
REV. 09A0.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
CALE: 3/4" V-0" FOR ALUMINUM S
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.*
1-11--2 X 4 #2 SYP SCAB TO SIDE OF
0 TRUSS AS SHOWN FOR O.H. UP TO Z-13"
0
DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
4
+ (2) 1 Od NAILS @ 8" O.C.
+ +
+ A/ TO TRUSS TOP CHORD
+
+ +
+
+ PLYWOOD SHEATHING
+
+
+
//--BLOCKING AS
TRUSS +
REQUIRED TO
+ +
SUPPORT SOFFIT
+
2X4 SYP
EACH TRUSS
t" I,
CONNECTOR
SEE LINTEL
SCHED.
ENTER SOFFIT
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTEN
SION rM
SCALE: 3/4" = V-0"
Ss
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDW/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE3
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(0
<
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0
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M
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SES
SOLID WIGROUT
,ad t
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRLICTIONS.�,
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
INISH
A - b
A #5 BAR
.. . '* - - - . W . . A
CENTERED W/
IN TOP 9
KNOCKOUT/ ZN
A
CHAIR BLOCK
%
to A
MONO FOOTING
SIZE AND REINF. PER PLAN
T li
E
AND SECTION DETAILS
A
CLEAN FILL .10 A.
DIRT
STANDARD
9
90r HOOK
#5 BAR IN
FILLED CEL
v L L_ L, V L,
L
"'� STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" V-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT,
#5x6'EMBEDDED INTO
EXISTING FOOTING
(2) #5x6'IN CONC.
U) LO
cli FILLED CELL
DRILL 3/4"4" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
SECTION
EXISTING FOOTING
�j SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S,
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO 21-01148-01143
SCALE
AS NOTED
SHEET NO.
SS
1 1 Hi 11 1 1 -1 1 ------- r— IT -IT -A —Id'li -F I I
DIAGONAL SPACED
AT 15'-0" O.C. MAX
ROOF
SEE '-'u
PROVIDE 2X4 MIN. BLOCKING AT
PLAN SHEATHING
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
BLOCKING
�1
END TO TRUSS TOP CHORD
TYP.
2X4 BLOCKING
BETWEEN TRUSSES
TRUSS
'\A
A
SECT. A -A
G.T.
�,N 4Z
CONTINUOUS LATERAL
ADD 2X4 ALONGSIDE
BRACING- NAIL OVER
TOP CHORD WHEN REQ'D
X-BRACE AS SHOWN-
TO PREVENT PLYWOOD
INSTALL BLKG. AT TRUSS
X-BRACING - 2X4 SPF OR
SPAN FROM EXCEEDING
PACK
WEBS FOR NAILING
SYP W/ 2-16d @ EACH TRUSS
MAX 24" SPAN (EITHER
RUSSES
HIP
WEB
SIDE OR BOTH IF REQ'D)
lei
G.T
C
CROSS BRACING DETAIL (TYP.)-
SCALE: 1/2" V-0"
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL r2
SCALE: 1/2"=V-131"
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
1 .
WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-O" O.C.
MAY BE NAILED EACH DIRECTION TYP. U.N.O.
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ M IN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SIDE W/ (3) 12d NAILS WHEN
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
_S20
REQUIRED W/ (2) SIMPSON HTS20
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
W/ (14) - 1 Od X 1 1/2" EACH
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2.
ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3.
ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH TRUSS INTERSECTION.
4.
ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5.
PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
PRE-ENG. TRUSS
2X4 BLOCKING
-0" O.C.
2X4 DIAGONAL AT 8' BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE
DIRECTION TYP.
CHORD AT ALL HAND FRAMED AREAS TYP.
---�—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 11/2"=V-0"
2 x P.T. BLOCKING BY FRAMER FOR
PLYWOOD EDGE NAI LING w/ (2) 1/4"x3" TITEN2
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP &
BOTTOM OR SIMPSON H2.5A
W/ (10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2
(2) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR SIMPSON H2.5A @ 48" O.C.
BEVEL CUTS
(OPTIONAL)
DIAGONAL---. 2x8 #2 SPF RIDGE BEAM
AT 8'-0"
I x __�-WOOD
MAX TRU 2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ Z-O"O.C. MAX. W/ (3) 10d
COMMON TOENAILS TO RIDE BEAM
7r-
2X4 CONT. AT CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL INTERIOR BEARING
SCALE: 1/2" V-0"
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
(2) SIMPSON SDWC15600 SCREWS @
EACH TRUSS TO LEDGER
1/2" GYP. WB
OR 3/8" PLYWOOD/ TYPE 2-M-W
D W1.d
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
HE
COMMON @ 6" O/C TO ONE SIDE OF THE
FLOOR TRUSS FOR AN
AREA 15 1000 SQ. FT. OF
FLOOR AREA & SEALED
PENETRATION AREA W/
FOAM. DRAFTSTOPPING
SHALL DIVIDE THE
CONCEALED SPACE INTO
APPROX. EQUAL AREAS.
DOUBLE KNOCK -OUT
BLOCK W/ (1) #5 CONT.
IN EACH COURSE.
FLOOR CONNECTION EXTERIOR
r--PROVIDE 25" LAP
SPLICE @ F.C. REBAR
TOP -CHORD BEARING
FLOOR TRUSSES @
24" O.C.
2x8 SYP #2 P.T.
LEDGER ATTACHED TO
MASONRY W/ (2) ROWS
1/2" SIMPSON TITEN HID,
MIN. 5" EMBEDMENT PER
54/D1 SPACING.
WALL( '53'�
.---�2)
=
SCALE: 3/4" 1 '4'
Z-O" MIN.
01
7
LAP SPLICE
11-01, 6" 6" 11-01, 6" 6"
41
L. TYP. I.- L*
0 0 0 0
SPLICE
0 0 0
Z-O" \—SPLICE BEYOND
10
PART. ELEV. VIEW
I All n r,
11-01,
TYP.
0 0-
0
2'-0"
DBL. KO. BLOCK
0
IN.
Ito
MIN. TYP.
(2) 2x8 SYP #2 P.T. CONT.
LEDGER W/ (2) ROWS OF 1/2"
TITEN HD STAGGERED @ 24"
O.C. W/ 5" EMBEDMENT & 6"
EACH SIDE OF SPLICE &
EACH END.
24" MIN.
(2) 2x8 P.T. LEDGER
ATTACHED TOGETHER W/
LAP SPLICE
(2) ROWS OF 10d @ 6" O.C.
PART. PLAN VIEW
LEDGER SPLICE DETAIL (5�4
SCALE: 3/4" = V-10"
PROVIDE 30" LAP SPLICE
@ F.C. REBAR.
ROWS OF 1 Od NAILS @ 4" O.C.
FLOOR TRUSSES
24" O.C.
7:
DOUBLE KNOCK -OUT
BLOCK W/ (1) #5 ALTERNATE:
CONT. IN EACH
(2)2x8 SYP #2 P.T.
COURSE
LEDGER ATTACHED TO MASONRY W/
(2)-112" DIA. TITEN HD MIN. 5"
EMBEDMENT PER 5401 SPACING
SIMPSON HGAM10 @
4'-0" O.C. T & 6
FLOOR ATTACHMENT ('5�0
SCALE: 3/4" V-0"
WOOD TRUSS
DETAIL - ADJACENT TO TRUSSES
OPTIONAL 6" WIDE BOARD
BATTEN STRIPS TO
ELIMINATE 3/4" AIR SPACE.
SEE MANUFACT. SPECS.
FOR INSTALLATION.—,,
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. MAX
(2) LAYERS 1 "X24" PROPRIETARY TYPE
"X" GYP. PANELS INSERTED BETWEEN
2" FLOOR & CLG. RUNNERS W/ 2"
STEEL H STUDS BETWEEN ADJACENT
PAIRS OF GYP. PANELS.
2" FLOOR RUNNER
W/ 3/16" DIA. x 1 3/4"
TITEN2 @ 16" O.C.
FIRE CAULK
RUNNER TO BLOCK
WALL EACH SIDE
NOTES:
1 . SEPARATION WALL IN THE
ROOF SYSTEM PROVIDES
2-HRS. PROTECTION PER
GA F ILE ASW 0810.
6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR
TOUGHROCK FIREGUARD-C GYPSUM BOARD
MASO�
SEE P
/nX -1 ')-1 -rf'117!K1 A
LS
2X6 P.T. CONT.
LEDGER T&B W/ (2)
1/4" X 3" TITEN2 @ 24"
D.C. T&B
TRUSS
. .....
(6).162" x 3 1/2" NAILS
TRUSS TO LEDGER &
(4).148" x 1 1/2"
LEDGER DETAIL
SCALE: 3/4" V-10"
NO MINIMUM AIR SPACE
W/ BATTEN STRIPS
1" DENSGLASS ULTRA
SHAFT LINER
MASONRY WALL�=
SEE FLOOR
PLAN FOR MORE
INFO.
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF KOPE
MIN. 2x4 #2 SPF P.T.
CONT. W/ (2) 21r"x3"
TITEN2 SCREWS @
16" O.C.
TRUSS OR
/—ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL 52
SCALE: 3/4" = V-0"
PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN
TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING
12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK
E
MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS
ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF
DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED
S
WITH APPROVED FIRE CAULKING.
GA FILE ASW 0810 SCALE: 3/4"=V-0"
A A
0 LB FELT (SHINGLES)
2X4 BLOCKING @ 48" O.C. MAX. W/
(2) 16d TOE NAILS @ EACH END /�FIRE RESISTANT OSB 7/16"
SHEATHING 4'ON EA. SIDE
2" CLG. RUNNER FIRE CAULK
RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD
OVER PARTY WALL
ABOVE AT EACH S DE
STD 909 HOOK
2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS
2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR
LOCATIONS)
UL-U905 (see sht 9)
2 x P.T. BLOCKING BY FRAMER FOR
PLYWOOD EDGE NAILING wl (2) 1/4"x3" TITEN2
(2) SIMPSON SDWC15600 SCREWS @ EACH
TRUSS TO LEDGER
SEE 53/Dl
3/4" PLYWOOD DECKING GLUED AND
NAILED W/ 8d COMMON AT 6" O.C.
EDGES AND 12" O.C. FIELD
1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED
W/
8d COMMON AT 6" O.C. TO ONE SIDE OF TOPCH I
FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI
AND SEALED PENETRATION AREAS W/
)C,
10, TEI
FOAM. DRAFTSTOPPING SHALL DIVIDE
THE CONCEALED SPACE INTO APPROX.
EQUALAREAS
(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP,—//
(OR 5/8" GYP. TYPE "X" @ GARAGE W/ A
HABITABLE ROOM ABOVE) W1 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7"
O.C. CEILING, 8" O.C. WALLS & 4" O.C.
EDGES
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN FOR LOCATIONS)
2X4 LEDGER @ 48" O.C.
SEE ROOF PLAN
::
MAX VERTICALLY NAILED
FOR STRAP INFO.
X
x TO TRUSS WEBS W/ (2) 8d
BASE BOARD PER SPECS.
2
(TYP.)
EXTEND BURN CLIPS AS PER
>77
2 x P.T. BLOCKING BY FRAMER
FIRE WALL MFG.
FOR PLYWOOD EDGE NAILING
R30 INSUL. MIN. SPECIFICATIONS NAILED INTO
W/ (2) 1/4"x3" TITEN2
1:R
2X4 LEDGER ONLY AT EACH
SIDE OF STEEL "H" STUD.
2) SIMPSON SDWC15600
LAYER 1/2" HIGH STRENGTH
SCREWS @ EACH TRUSS TO
OR 5/8" GYP. WB. W/ 13/8"
LEDGER
DRYWALL NAILS OR DRYWALL
SCREWS 7" O.C. EDGES.
SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS
3/4" FLOOR
INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4"
SHEATHING
TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS
U8"x8"x16"CONC.
TO BE INSTALLED PRIOR TO FURRING STRIPS
INSTALLATION (TYP. ON BOTH FACES OF WALL)
1x P.T. NAILER INSTALLED
AFTER INSTALLING RBC'S
1/2" GYP. WEI OR 3/8"
KNOCKOUT
PLYWOOD/
BLK. W/ 1 #5 ROD CONT.
TYPE 2-M-W OSB
FILLED W/ GROUT
(DRAFTSTOPPING)
4"X4" INSPECTION PORT AT
0 BE NAILED W/8d
LU
EACH FILLED CELL (TYP.)
COMMON @ 6" O/C TO
0
1x P.T. BASE NAILER
ONE SIDE OF THE
_j =� ftl � -
W
STD. 909 HOOK
FLOOR TRUSS FOR AN
(SEE DETAIL)
AREA :5 1000 SQ. FT. OF
NAIL FLOOR TRUSS TO LEDGER W/
FLOOR AREA & SEALED
(4) 1 Od TOENAILS (TYP.) EA. SIDE
PENETRATION AREA W/
FOAM. DRAFTSTOPPING
-----(2)
SHALL DIVIDE THE
SIMPSON SDWC15600 SCREWS @
CONCEALED SPACE INT
�0
EACH TRUSS TO LEDGER
APPROX. EQUAL AREAS
T HORD BRIG.
FLOOR SYSTEM/
z
DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD
CONT. IN EA. COURSE FILLED W/ GROUT
1 " P.T. NAILER
R-3 MIN. INSUL. PER. FBC.
1/2" GYP. WB.
_,,:,�—TYP. 'IS" MORTAR (TYP.)
0,
8" CONIC. BLOCK (TYP.) PER UL905 z
U)
1x P.T. BASE NAILER [OD-
6x6 W1.4xW1.4 WWF. 4"X4" INSPECTION PORT. AT
EACH FILLED CELL (TYP.)
9
%
(4) #5 CONT. TD. 909 HOOK
ON 3" CHAIR 8" Z-10" 8" EE DETAIL)
7r- 1 *1
2-STORY PARTY WALL SECTION (P'WO�
SCALE: 3/4"=V-0"
PRE-ENGINEERED
FLOOR TRUSS'AT
24" O.C.
GYP. BOARD CLG.
SEE 5301 FOR
LEDGER CONNECTIONS
1/2" GYP. BD - ------
(2)-1 X4 P.T.
NAILER
BASE BOAR[
PER SPECS.
CONC.SLAB
SEE FOUND.
6 MIL VISQU
TREATED
A, SEE PLAN
TOP OF PLATE
TOP COURSE W/
LINTEL SEE
PLAN
rk SEE PLAN
TOP OF WINDOW
—WINDOW PER PLAN
8" C.M.U. WALL
1 U-81'
DOUBLE KNOCK -OUT
W/ (1) #5 CONT. IN.
EACH COURSE
REINFORCING W/ MATCHING
#5 DOWELS IN SOLID
GROUTED CELL W/ MIN. 25"
LAP SPLICE MIN.
8" C.M.U. WALL
DP OF SLAB 0.-0"
F. F.
VARIES WITH
C:) SITE GRADES
C14
SEE PLAN
&4
3 #5 CONT. 20"
TYP. 2 STORY WALL SECTION
SCALE: 3/4" V-0"
REV. 08.20.21
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To the A 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 sea[.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
OK
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
T
4) SEALANT JOINT
WINDOWBUCKTO
E
OUTSIDE DGE OF
MASONRY
WINDOW BUCK
2) SEALANT JO I NT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
-WINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
NG
N,EANT
D WINDOW
CLADDING AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
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
Scale: NITS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING X
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as in each detail that corresponds to the
0
numbered items in the list of instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (16" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
NAILING FLANGE
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH-
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
<
Plaf
V =�_
r:4
F=1
WEA
�E BARRIER &
�ARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
ILL
WEATHER RESISTIVE
BARRIER
-ADHERED FLASHING
SELF
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
,N
ID
KING�
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
S--,/
SEAL TOPS OF JOIST
UNDER DECKING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
E
AM
SELF-ADHEF
V-4" PER PLAN
V-0" PER PLAN
SHOWER SEAT
'4
4 ,
<
<
SELF -ADHERED FLASHING
OUTSIDE CORNER
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DOOR ROUGH OPENING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID
NAIL BRAND OR EQUAL WEATHER
PROOF CAULKING
SELF -ADHERED* FLASHING
SUBIFLOOR
RIM JOIST
la
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WIP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
8
LF-ADHERED FLASHING
TCH
HERED FLASHING
2
A4
y
- - - - - - - - - -
F
PLASTER STOP
CONTINUOUS BAC__
ROD & SEALANT
WINDOW UNIT
FLASHING REQUIREMENTS
SLOPE
0.3 in: 12.0 in
R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm: 30.5 cm)
include flashing as described in Section R703.4.
SELF -ADHERED FLASHING
EXTERIOR
R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
CEMT. FIN.
within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
BUILDING PAPER
draining to the exterior water that penetrates the exterior cladding.
WIRE LATH
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other
approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt
felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 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
V
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
Exception: Where the -resistive barrier that is applied over wood -based sheathing has a water resistance
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
P�. M,
water
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING
SELF -ADHERED FLASH I NG-,,;�
shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
SCORED
entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NIS or greater for proper joint expansion and
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
contra ction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
shall be installed at the following locations:
1. 1I.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
Ar,
following:
% 5
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
4
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 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
7
drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier
7.7.At built-in qutters.
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DIP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGLASS- =KXXI_�
STRUCTURAL FRAMING
STRUCTURAL SHEATHING
STRIP OF SAF
DRAINAGE PLANE WRB
XBOND BREAK WRIB
SIFLATH
IP
BACKE_RR_O_D___4
IS FINISH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engin errskfioi ledge, 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 tructural engineering portions
8
of the drawing pages bearing
Engineers signature and seal.
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Vaunting Brackets (10 Glaugiei
4-V2'x+V2'x2-1Z I T
Sm Anchor 50edule
Bolts
1 l'Y'DiaL A32S Galv.
(Typ') 0
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Rig ht BMW (16 Gauge)
Screw$
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Front Cross Support
Self-lxickll"16 NuLs Imay be cut tow)
Lefl Bracket (16 Gauge) # 14 Self -Drilling UirevvsThru Brackets &
BackCross Support Irto A/C Unit Bottom Side
(Typical, 3 each side for hurylicane use)
INSTAILATION IMORMATION
!k"'� "tak6tion. am piarea" wA pach 14oraicsto.aur Space,
P46ed �� ava"v up" amtkin
(" Wall
FloridaDepartment of Business & Professional Regulation Page i oil
Building Codes and Standards 12A WWI
Product Approval Application Detail
C
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Entity or
Data Dale,
Van, Pending
Dat.
7%fDO
Vm-*Qn
Martufacturer
Contest linalres'& U....
Vexclated IN
Valical submitted
PSC Avvrolnil
ApproVe
status
Alifirrisibn
20M
Small Vent Prd.ct., I.,
M.hal Greham Hermes F, Noop P.E
li Ewden P.E.
12110020 4211W020
1212MO20
Approved
Cadegory Structural Components
(077) 441-8368 PF-737-0
(3a4) 3MI800
Subcategory: Products IntroduCedaso Rosultof
lnfodsrrsrrv�nI com
112-inn.l.gy
Complian- Method; Evaluation Report ir m a
Florida Ri,glat.rd Amntoct .,a Licensed Florida
Professional Engineer
Quality Assuraroa
Amn"itfor 'Jae Awroyeil
for Use
lanDepil
Daslal,
Marl, - 4
Product Description
Corgract Exb Dale
to HVHZ
outioldoffindi
Resistant
"seuns
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Dual Fundfor, Flood and Venoration Vent
12alJ2023
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5-tv"t Mode I #IrAO-511
Dust Fund. Flood and VntII.ti.n Vmt
1MV2=
Yes
Yes
NIA
.100�100
3
SmanVent Mcdo� #1540.520
in ulated Flood Vent
$
IM112023
Yes
Yes
NIA
.190�100
4
9m.,tv-t Mods Ill 4 21
ntulgted Flood Vent
i zalaw
Yes
yn
WA
.10DAlGo
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SmadVent Model #1 540-524
16&qud; Gara;ia Door Flow Vqnt
1 2131120 3
Yes
Yes
N;A
NIA
6
SmartV. blod.1011540-570
Wood Wall Insulated Flood Vent
.12023
Yes
Yes
NIA
.100AIN
7
SmadV-11dodei#1540-574
14.5&qd: Garage Do., Flood Vent
IM-11:2023
yes
Yes
NIA
N)A
Florida Department Of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
reset ell
Itl4rX1121
Code
lintu or
BMW!:!!
111MEN
Dst- Vale
Dole P*ndW Date
-Itm Ys"j- marrulactu-
Contact ElegmearaLi-,
Validated By
Validated Submitted
FBC Appmaad A-d status
Revision 2020 Dread Metals, Inc.
Jasion Shumate Zach ary R, Frail
Locks Elo.vdnn P, E,
1111A�20 D8109=20
08/20=20 10/1312020 AWroved
Category R.offig
�nz: 3OZ-1511 PE-74021
(3341 300-laOO
Subcategory: Metal Ratiffing
jahurnal.19dre-Locm
con"I'llance Method: Evaluation Repon from a
Fonda Rsgiltalad Architect or a Licensed Florida
Pr�sft.l Eng�
PL*1
0"AhrAsavi
ApprowndfortJin,
Approwd for List Impact Desion
$009 umber or Nam
Product Deserlodon
coldract Ebrionetion
Dais In HVHZ
Outside HVHZ M999-A Prqmrq
1 Systems
DIVCIOGNSL OMC 15D561 0MG 175S. 014020M;
1213V2025
yea.
No NIA '04-180
DMG5V
Florida Department of Business & Professional Regulation
Page 2 d4
Building Codes and Standards
1125rA22
Product Approval Application Detail
3 aw i
9=
Enrltvc
[Date Data Pandina
T_e
version Manufacture
Contact Engineer & Lic-Fis Validated B
Validated Subm trial FRG Approval
Approved
status
Revision
2020 Therma-Tru Corporation
StaveJasperson Lyndon F. Schmidt P.E Ryan J. King P.E.
04il&2021 103V2020 04f22J2021
0al0ar2021
App,-.d
Category.' Exterior Doors
tSOO) 843-762S PE-434M (31 S 767-6$55
Subcategory: Swmiini; Exterior Door Assemblies
jauaper ... @tIre-f-co
Compliance Method: i Reportftorn a
Fi.rid. ReQislered Architector a Licensed Florida
Professional Engineer
PJJV_20460-RB�
civalWAssyraM
Approvadforl.1so
AporgyadfierU
Impags
pasta n
$0,10
Number or Name
ProdiltOesWattlon in Date
Ili HvHZ
Outside HVHZ
Resuiltiont
1
and Smcoth-Str
Nominal 6059;8 "Impact" Opaque 121�1=22
N.
Yes
yes
NIA
Composite Edge Fib-91... Single [).or
(Iftwnglouts.ing: X configuration)
2
b. Tharna-7rul Fiber-CUssic and S-th-Star
Nominal 5'8 &quoJ;Impact&qwI; Opaque 12t3112G22
No
Yes
Yes
WA
Composite Edge Fiberglass Single Door with
adeltia(s) Cn5vAniti0vtanning: XO, OXor OXO
configummo -
3
c. Therma-Tru Fiber-Classo and Smorath-Star
Nominal Z348 ".1mFact": Opaque 12131/2022
No
Yes
Yes
NIA
Composita Edge Fbergl� Double Door Wth or
wthoutSitielites OrrswinoifOutawinX )C(or OMO
nfig.r.tJort.)
4
d. ThermaJru Fiber-Classis and Smooth -Star
Nomm at n#30;0 "Impact" Opaque 1213112022
No
Yes
Yes
NIA
Camomile rdga FilnergIna Single Door
(I nuwrtgnOutswing: X "rifiguraborl)
5
e. Therma-Tru Fiber -Classic and Smoth-Star
Nominal 8'rO kootimpa, t" Opaque 12t3lf2O22
No
Yes
Yes
NIA
Composite I=dge Fiberglass Single Door fth
Sid.libeis) �nswinglOx.d%Wng: XO� OX- OXO
configunrlion.)
6
f. Thernna-Tru Fiber-Cassic and Smooth -Star
Nominal 8&439,0 tiquotimpacAquot, Opaque Imi=
No
Yes
yes
NIA
Composite Edge Fiberglass Double Door Win or
without Sidellbas troswingfOutswinT, XX or OXXO
configuration)
7
q. Tharma-Tra Flber-Claaalc� and Smath-Star
Nominal 6a,8 8,quatl mpaot&qdot� Glazed 12t3'1=22
No
Yes
Yes
NIA
Composite Edge Fiberglass Single Door
(I ma"m31C'AsWngl: X configunati..) ,
a
K Tharma-7ru Fiber.Closec end Smooth -Star
Namir at 69039;6 "Impsn,t" G lazed 1213112022
No
Yes
Yes
NIA
Composite Edge Fi berglass; Single Door with
Siderike(s) Onsoving/Outsviiing: XO, QXw OXO
configunations)
9
i Therma-Tru Fiber -Classic and S-th-Star
Nominal 6&#W,6 "Impact" Gland I 2J3112022
No
Yes
yes
NIA
Composite Edge Fiberglass Double Door Wth or
withoutSidvIltes. orinwinglOutswing: XXor OXXO
configurations)
10
Therme-Tw Fiber-Classuc, and Smoth-Sin r
Nominal 8'0 "Impact&q=t; Glazed 12i`31=22
No
Yes
Yes
NIA
Composite Edge Fiberglass Single Door
(InsWingloutitwhg; X ociniguraiten)
11
k- Therma.Tru Fliber.Classoand Smodth-Sbar
Nominal 8'0 "impaomquot, Glazed IW31=22
me
Yes
Yes
N/A
Composite Edge Fiberglass SIng;e Door with
Sidelitais) Qnsviing/Oulsving; XO, OXor QXO
�onflgurab ... )
12
1, Therma-Tru Fiber-Classio and Smooth -Star
Nominal 8'0 &qUct,,IMoudt&dUot� Glazed 122IM22
No
Yes
yes
NIA
Compogte, Ecige RberglOss Double Doorviith or
,vithd.tSid.ft.. (InswinglCkitswng: )Xor OXXO
configurations)
13
m, Therma-Tru Fllper-Clasaupand!�mooth-Star
Nominal 8&09;8 "lmpact", Glazed Molded 12131=
No
Yes
yes
WA
Open Composite Edge Fiborglanas Single Door
(InSw1rQ,0utswin;� Xconfigurattion)
14
n, Therma-Tru Fiber -Classic and Smooth -Star
Nominal 5&-439;5 &qU0tjMpaCt&qU0t: Glazed Molded 12f3112022
No
Yes
Yes
WA
open Composite "ges" 1In0;.1,1 IAth
"il"' Fi=
Ol r. u
.Zelj Molded 0,.nlld �a) ll twirig;
XC, OX.r OXO confiijunati-)
15
o, Thermo-7ru Fiber-Cl2ssic, and Smooth -Star
Nominal 6':8 "irripsuattiquot, Gland Wiled 12131r2022
No
Yes
Yes
WA
Open Composite Edge Fiberglass Double Doo-Ath
Of ,ithout Glazed Molded Open saddite*
(I newin2loutswr2i XX or QXKO oonfigunitions)
16
p. Th-Tru Fiber-Cl-ic and S-th-St.,
Nominal sa"39. 11 &quokImpaci&quoe, Opaque 12t3l]2022
No
Yes
Yes
WA
Composite edge R berglants Srigle Door with Molded
Open Siclfita(s� (InswingtOutevering: XO, OXor OXO
configurations)
17
q. 7herrna-7ru FIlb-Classlo and SMOGth-Star
Nominal I&J1111ill 42i'31M22
No
Y_
Yes
NIA
cImp"I'll F
=dli. F 'o , 1, bl. , with or
input Gland Molded Open Sidelites;
(InsvinglOutswing; XX or OXXO configurations)
Florida Department of Bitslnes$ & Professional Regulation
P.G. I ff 1
Building Codes and Standards
IN21321
Product Approval Application Detail
Coda
EM V
am" Us
Data Pandin,
D29e
70DO Vendon Manufatiorer
contact Finainner & LJ-.
VjWl".d By
valldirel SulbrinItted
15C , Awroval
Aponowd status
Fi6val. 2020 PGT Industries
Jans Roa-ski Ifi.mi-O.de SCC0 - OER
Mi-I-Dd. SCCO - VAL
I V1942020 10r2&2020
11t24r2020 Approved
Category; Exterior Dcron,
tNi) 485-01 Do
(786) 3154259G
0 udCdeguiry; Sliding E Wor Door Assemblies
;d@pgfin&aa-c
ompliance Method: Certification Man or Listing
Clo.41ty A, surrano
Aii for Usp ALmr,v,d
for Us,
I.Dw onesion
S." �ftMjlil. Number or Nam
Pled.ot D.a.HbQ11
cartniot Expinatioli-rall
I,, HVHZ
Oudeld, HVHZ
R-M."t Pr .. u,
9 Large Missile mp.d)
Viry along 01-a D.or
041i'll202i
Yes
Yes
Y. IVA
May 27, 2022
P1110"'DUCT APPRIONAL SOP-E(C"IFICAT10"N SHEET(2022)
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
ITherm
1
1
1
1
A. SWINGING
aTru
Fi ber-Classic and Sm ooth-Star (NON -I MPACT)l
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm a Tru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Sm ooth-Star (IMPACT)
F190470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FI_15332�5
+40.0/-40.0 psf
12/3112024
PGT
Series 5570
NOA 21-0205�03
+38.7/-38.7 psf
4/14/2026
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12131/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
NIA (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Sedes 5500
FL2391
N/A
7/30/2025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.01-55.0 psf
2/16/2024
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
N/A
4/3CV2025
D. MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12/31/20 4
PGT
Series 5500
FL261.1
N/A
5/2612026
E. OTHE R
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
FL1 3192.1 - FL1 3192.2
A. SIDING
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/3012023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NYA
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roo�
151b Felt Underlayment
FL12328
NIA
6/29/2023
Plyglass USA, Inc. (for Tile Roof)
POLYSTICK TU MAX
FL5259
NIA
12/2312023
C. ROOFING FASTENERS
NOT USED
D. ROOF VEN71LATORS
Thom pson A rc h Metal Com p.
Off Ridge Vents
FL1691 8.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA4 Exahust Vent
F Ll 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 17'5S, DMC
200S, DMC 5V
F L1 7679.1
+0/-180
12131/2025
5. SHUTTERS
A . STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
F Ll 5076.1 - FL15076.2
N/A
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
Structural Conn.
see chart
ANCHORS
_USP
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components,
Alpine Truss, Plates
F L1 999.1 - FL1 99,9.4
NIA
12131/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
NIA
12/3112022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVI, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
5/2&2024
1
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following intbrmation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of �
1J26r2022
g=
EntIty a
DAI Date
Date F"dinct
cate
Tvge
Verslo Manufacture
Contact Enoineer & Wcense
Valklated
Validated 6ulmiltbed
F5C Aopronl
Approved
stall)
Revision
2020 Themna-Tru Corporation
St-veJasponsen Lyndon F. S�hmidt, P.E.
Ryan J. King, P.F-
0712312020 07YIM=
OT2912020
1011 al2020 Approved
Category: Daerior Doors
(800) 843J628 PE-43409
(813) 76T-6555
Subcategory: Swinging Edo= Door Assemblies
sjaspe,szm@th.rmatnu
Compliance Method: Evaluation Report from R
m
Florida Registered Architect or a Licensed Florida
Profeenalonal Engineer
Quality Assurance
ApprovadforUte ApprovedforUse
Impact
D-loin
S-0
Nam.
Pmdut Deas;crption
Contract Expiration in 14VHZ Outside HVHZ
Resistant
Pressure
1
.,_T!FlN.mbar.r
!�MM.
b-Classio and Strooth-St.,
Nominal &cjuctjnrgad&qucrt. Opaque
12)312022
Yes
yes
yes
NIA
Compselto Edge Fiber"llsais Smlil. Door
(I nwinglOutt-fina; X onfillu, iim)
2
b. Thorm-Tru Fiber-Classid and $mxpoth-Star
Nominal 8"V'8 tiiquctImpZ" Opaque
1MV2022
Ye's
yes
Y..
NIA
Composite Edge Fiberglass "Single Doorwth
Sidelite(s) (Ins"Inglo.tewril: XO' OX or OXO
configuration a)
$
or Thorma-7w Fiber-Classo and Smoolfi-Star
Nominal 58,'S tliquotlmpaGi Opaque
12151=22
yes
yes
Yes
NfA
Composte'Edge Fiberglass Double DoorWith or
Wthout'Sid-Ates (1raMngJO.b.,v1ro;: XX or OXXO
contigur.k.n.)
4
d. Therma-Tru Roer-Classic and Smooth -Star
Nominal M#39r.0 "jmpact&qudt, Opaque
1213IJ2022
Y as
yes
Yea
VA
Composite Edge Fiberglass Single Door
OrlswngifOutswing; Xconfiguraii
5
Th-Tru Fib-01-1. and S.-th-Star
Nominal 8&439,0 &qLu* 'mp'.b&q.'d4 Opaque
1 ?JSII=
y as
yes
Yes
WA
Composite Edge Fibergle a. ' gle . r
Sidefitio(s) (In4vving/Outowng: XO, OXor OXO
configurations)
6
f Thernmil-Tru Fiber-ClassIc and Smooth -Star
Nominal 8&9-'4aO &qUot;Imp2ct&quo1;. Opaque
IV311202�
Yes
Yes
yes
NTA
Compo=lbarlg Double Door With or
without gutswing, XK or 0)0(0
paw rr
figuraticr
7
g. Thern-Tru Risisr.Classic, and Smeth-Star
... s)
Norrimal 6&#Sg;a liaquotimingemquot; Glazed
Composite Edge Fiberglass Single Door
12t3lf2G22
Yes
yea
Yes
NfA
8
h. Thermal-Tro Rbiar-Claliiii. and Etmooth-Star
(I nswinglOutswiN; Xconfiguration)
Nominal 6':8 "lmpRct&quA Cland
Composite Edge Fiberglass Single Doorwth
InV2022
y es
Y_
Yes
NIA
9
i, Thernro-Tru Filber-Clpssio and Smooth -Star
adefire(.) (1-wirgloutvirg; XO' OX or OXO
coni'l
N =8 "lmpact&qu&, Glazed
P.mponate Edge Fiberglass Double Door Will or
XX OXXO
12l3IJ2822
Yes
Yee
Yes
NIA
io
J, Therma-Tru Fbar-Clasific and Smoth-Sta,
wthout,81clallies (Insuving/Outswing; lor
configurations)
Nominal 8'0 &quct;Impact&4uct Gland
Composite Edge Fiberglass Sing]. Door
1MIrA22
yes
yes
Yes
NIA
11
It Tharmna-Tw and Sn000th-Star
(I n-ingf0trisvving; X -figunni-)
Nominal 9&*3R..0 &qwt;Impact" Glazed
Composile,Edge Fiberglass Single Door 4th
12J31=2
Yas
Y_
Yes
WA
12
1. Therme-Tri. Fibar-Olaxisid and! Smo.flh-Sbaor
adelite(s) (InvivonglOutsvong: XO. OX or OXO
confi urabonz)
Nom, 9, 1 a&M;0 aquotimped&qV-1: Glazed
C.mlposito[74ge Fiberglass Double Door with or
=0
12JS112022
Y es
yes
Yes
WA
13
m, Thaunna-Tru Fibar-Clasvc and Smooth-St2t
Wthout Sidelines (InewingiOubawing; XX or
configuraticulti
Nominal 6&939 S "impact&qual; Opaque
Compoefte,EdIgo Fiberglass Single Di
"N0n_Imp"ct" Sidefte(a)
12t3l/2022
yes
Yes,
yes
NIA
14
n. Th-jr. Rib-Citiousle: and Stmoodit.Stir
(InsvAnglCulawing; X0, OX rOXO ocrifigurattions)
Nominal 6&*89.�g "Impa&" Opaque
Composite Edge Fibergam Double Door with
12131/=
Yes
Yes
Yes
NfA
15
a. Thermea-Tru Fiber-Clmaicand Smooth4tiv
Sidiflite. f.OwirgfOt.Wng;
OXXO configuration)
Nominal tt"�t9l) 8quOt'.ImPOot&quc'Ft; Opaquie
Composite Scige Fiberglass Single Door vith
sid.1le(s)
1 W1 M22
Y as
Yes
Yos
NIA
15
p. Tharmal.Till Fiber -Classic and Sarreodth-Stair
SquRt'Non-firripactaquot;
VnexvinGfOutswirol; XC, OX or OXO configurations)
Nominal Buquot;Irrolect'i'lucit Opaque
=Edge Fiberglass Double Door with
12J31'/2022
Yes
yes
Yes
NIA
17
q. Tharmax-Tru Filb-Clani.j. and Srnccth�Sta,
Impacti2iquot; Sidelites(InsMing/OutsvAng;
OXXOcanfigunation)
Nominal Sqc*N.n-1mp.ct&9u# Opaque
12J3V2022
Yes
Yes
No
NIA
Compoddle Edge Fiberglass Single Door
(I navvinglOutawing; Xconfigurafion)
is
r. T-herma-Tru Filber-Clmsio and Smooth -Star
Nominal B&M.8 &qucLNon-Impact&qudt; Opaque
1 M112022
Yes
yea
No
VA
Composite,Edge Filbeuglass Single Door vifth
Sdialtels) (InimmilglOubaWng; XO, OX or OXO
config "aticuls)
19
a. Therma-Tru Fiber-Ciassic and Smooth-Stat
Nomi Opaque
121alf2O22
Yes
Yes
No
NfA
C �i Do. bl. Dcx�rWth or
without Sidelfas (;nxvIhWOUtSwIn0; XX of OXXO
voinng4lations)
2D
t Therma-Tru Fiber -Classic, and Sithooth-star
Nominal 8'.0 8cluceNon-Impactaquot; Opaque
1 =12=
yes
yes
No
N(A
Composite Edge Fibvigilase Single Door
(I rusWrigrOubavvingi X coirfiguraii-I
21
u, Therma-Tru R ber-Clessic and Smic*th-Star
Nominal 8"$9.D "N6n-Impact&quQt; Opaque
1213112022
Yes
yes
No
WA
Composite Edge Fiberglass Single DoorAxth
Sidelitallet (InewinglOutiaving: NO, OX or OXO
22
v. The- -7ru Fib.,Claisw. and Smoth-Sla,
comfou
N.m B3#39;O&q..t,,NInnpct&q..t, Opaque,
112J3V2022
yes
Yes
No
NIA
CcrmposlbaEdge Fibergia.. Double Doo,Wth or
withoutSidelites OnswingDutswing�)C(vr OM
configurstiona)
21
w Therme-Trm I'llbor-Cliouig and SmooLh-Star
Nominal 0809b aquQ�Non-Impiact4quot; Gland
1213112022
Yes
Yes
No
WA
Composite EdgeRberglass Single Door
lnswirlgnut�hg.: Xconfigunatiorl)
24
x. Themi Fibei,Classx; and Smooth -Star
IN ominai[49#39:8 "NonImpad", Glazed
1213112M
Y
Yes
No
WA
Composite EdgeFiberglass; Single Doorwith
Sidelisa(s) OnsWaglOutswinS XO, OXor OXO
corifigurations)
26
y� Themna-Tru Plbe,ClaWcand Smooth -Star
Nominal S'8"Nw-Impact&qu.1; Glazed
1213112022
Yes,
Yes
No
WA
Cam"be Edge Fiberglass Double DwrWth or
Without Sidelits" linswinglOutawin-9; XX or QXXO
configuration.)
26
z. Tharcrla-7ru Fibar.Claosslo and Smooth-Ster
Nominal S&AISR.0 Glazed
112131J2022
yes
Yes
No
NIA
Composite Edge Flbergl Single Door
(I newinglOistswing; X configimatiort)
27
n. Therima-Tru Floar-Claveiic and sm-th-Sbar
Nominal 8&939:0 "Non- ImpacAquot: Glazed
12131120?2
Y_
yes
No
NfA
Composite Edge Fiberglass Single D.odth
Sidel lt*(s) QnswinslOulavving; XO, OX or OXQ
confi urefi.n.)
26
A. Therma-Tru Fiber-Oloask, arld Smooth -Star
N.nnnal 8':0 "Nm-Impact",1 Glazed
12131r=
yes
yes
No
NIA
r wth or
or0XXO
Florida Department of Business & Professional Regulation
page 1 92
Building Codes; and Standards
i W021
Product Approval Application Detail
Cod.
Erallivor
Vale Date
coat P*1WIM
Date
T
version Manufacturer
Contact - . _ valijabid 8,
Valkarnad submrittod
FSC Approval
A._d
Star,,
Re,islor
2020 MI W,dovs and D-a
Brent Siflailcr Luis Roberto Lomas Steven It UrIch, PE
1010EM20 10106/2020
10AWD20
12115/2020
Approved
Category. Extenor Doors
4T171, 355-ZZW PE-R2514 (717)31T-8454
SubCatengtonn Siculli Exi Deal Assemblies
buflhg.,�4mivd.-
Compliance Madinxi: rvatuandon Report t6m, a
Forid. Reglhiiradl Arhftxnt or. U-seJ Fledde
P'.6-ionai Engineer
Aoprioyld for Use
Avilrovoll tot We
Impact
D-91101
sea #
Product Model, tiontuber or tkmo
Keduct Elfodull. contrast Expiration owe
In RVHZ
oulslo IVVQ
Resonant
Pressure
I
SERIES 420ALUNUNUM SOD
SERIES 420ALUMINLJMSOD OXO IMIJ2024
No
Yes
No
N/A
145- l`X&q.ot;a8(nI,.quct; NON -REINFORCED
2
SERIES 42GALUMINUM SGO
SERIES 42CALUMINUM SGD OX, XO�>D� 1213IJ2024
Me
Yes
No
N/A
NO -REINFOIeCEO
3
9ERIES 420ALUMINUM SGO REINFORCED
SERIES 42CALUkIINUMSGD REINFORCED DXO 1213112(124
No
Yes
No
N/A
l45-a,4&quca,xa6&qu&:
4
SERIES 420ALUMINUM SOD REINFORCED
SERIES 42CALUMINUM SOD REINFORCED OX 12�311)2024
No
Yes
No
NIA
XO. XXS6&qudtX96&qu0t;
5
SERIEa 420 ALUMINUM SGD REINFORCED
OERIES 4�O ALU Wit.) M SOD REINFORCED XKK 12l3IJ2024
No
Yes
No
NJA
Florida Department of Business & Professional Regulation
P.O. I or 2
Building Codes and Standards
IM12021
Product Approval Application Detail
in
; i
a i
Cod.
a
i
F'XW or
Nam
�Ml Data
i s
i i
N Eggs
M. Painffirn.
Non=
Deta
Wroon
Vlartufactur
Contact Validated air
Validated suinmitted
POO Approval
Aporoved
status
R.,As[6n 2020
Wayn e-Dai . (Il'idon of O'erh.iid Do.,
0-yr. K-I.h John E. Spates Jeffrey P. Arresor, P.Ii.
i EV1212020 (19QW2020
101MD20
12116'2020
Approved
Corporation
Into 763-8121 PE-51737 (904) 821-5200
cal.g.w: Exterior D.-
dK.mIshQWayrle-d3flW.c
Subcategory: G.dbonol Exterior 0..Aaaarrbfl.�
01m
compla"m Evaluation Report trom a
Honda Realm MCI Architect or 0 Licensed F101,10
Proiessional Engineer
lfgA
PrI taller x Name
Quality AsSoranaa
Product Deacripbon Contract Expiration,
Approval for thre
Dal& It, HV11Z
A-moadflarAfta
Outside H)6jZ
Impact
8"Istam
Deal-
Pressure
3
105
S&#M: Max wichh. 14&939; Mu height, Gldrg 12J31f2023
NO
yes
yes
'31.001-�3.00
available in too or intermediate section,
so 1111,1 101121011 123
16&#Zp� Max vift. 149439: Maxholght. Glazing 1=112023
No
yes
Yes
available in top orintermellate section.
8000lal=8200 #1124
1 6M% Max *ddth. 14943% Max height. Glazing 12131t2D23
No
Yes
yes
�34.40/-�8.30
avallable in top or Intermediate sedloft.
Florida Department of Business & Professional Regulation
Pea, 1 or 1
Buitcling Codes and Standards
MW21
Product Approval Application Detail
Cod.
Entity or Due Date
orto Pending Date
Was Wrsloel Manurarct-
L subrflited
F13CApproval Aulim-d
§LaLa
Revision 2020 CurneaDivison olAADG. Inc.
Tom Raltay ILL LLC Troy Mhop, P.E. 17JIO= 1 Z'O 1/2020
12l2l=20
Approved
Category Extertor Doors
1641 , 424-2813 is") 90-08ai]
Subcategory Exte'lor Door Components
torn raftayQ.abIW
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Yes yes
WA
Doors
hollow metal doons-
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
page 1 r2
I loP021
Clod.
Entity or
net. Data Data Pondim
Data
7". V-1- wabw,,Iu,�
Contract & L,-
V.Illoald & Widened Sularritt,al FBC All,i
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status
R.,A.iQn 2D20 Ml Wiflftr.lb and Doors
Want Winger Annaricam Architocturiat
Steven M. Urtnth. FIE 11117/2020 1 Ill 7=0
1112TI2020
Approved
CatagOty.WmdoW5
(71 T) 36M-33a3 Man. fact- As-si.tion
t717) 317-B454
swiccatagary Single Hong
CompIlandelifiethod: Cerotioation Merit ot Using
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pagoo of 9
Florida Depariment al' Business & Professional Regulation
P. a 1 off
,9
Building Codes and Standards
10M22
Building Oodas and Standards
1&2021
Product Approval Application Detail
Product Approval Application Detail
race
Entrity or
Date Date
I
Date Pondinci
Date
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aulariffitild
PSCAP01.011
ADD..
status
Reviiii-
20M Thourr._Tn� C.,pcnatioq
Category: Elitterior Doors
ste,ea'Jo.p.-M Lyndon F Schmidt P. E. Ryan J. King: PE,
(800) 84S,7628 PF-4S400 (B13) 767-6555
10107,I2021 OWIW021
1011342021
1211,5r.=l
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,
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11,9�IMX
11111tZ020
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Subcategory: SiWngi ng F�tariqr Door Assomblios
sjRSpW90r@dh6rmsdnA.Cc
category, WrA.-
(941) 480-gi OD (781�5)315,2690
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Sutcalegary, Bridle Hung
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Product Description CoInflact Exdratim pat
In HVHZ
Outside HVH
Realicent
Pressure
seq #
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Product Description Contract Expiration in HVHZ
outside HVHZ
Ransistant
Pressure
2
SH5500 fl-arge Usele tompad)
Vinyl single H-2 Wind- 07MUQ025,
Yes
ye�
Y_
NJA
1
a, Therma-Tru Fiber-Classiq and Smooth -Star
Nominal W319;S SquotNon-Impoptaquen; Opacue 1 M112022
Composite Edge Fiberglass Single Dow
No
Yes
No,
NYA,
�
It. Therma-Tru fillber-Classic and Smooth -Star
lnswmQf0ut5vving; X configuration)
Nominal 68#3aS ".N.r-Imp.cAqu.t, Opitict- 12y3i/2022
Composite Edge Fiberglass Single Door wnh
I XG, OX
No
Yea
No
NIA,
3
c Therma.TrU Fber-Cloack, and Soncoth-Stor
Sidelifte(s) (IhsWng)0utasMrjg: or OXO
config-ti"'.)
Nomirnal 6&939:8 " Nolr�l mp.ct&q.,tt;,Opsq.& 121311204
Fitiarglassboropesits Edge Double Door Nmlh or
Sicleliters
No
Yes
Nfp
N�A
4
All. Th.rrref�Tru Fiber-Cla.sic and Smooth-Sta,
Without (I nswInglOutesving: XX or OXXO
configunalfictir)
Nominal 7&939:0 9quot.Non-Irnpausilquot, Opaque 12)3112022
Composite Edge Poe,glass, Sing]. Door
No
yea
No
NIA
5
. Themnal-T. FIber-Cl.ealo, and Smooth -Star
frawr)g/Outs"Ing; X confrjunation)
Nominal T&IW39.0 &qudfNon-lmpact": Opaque 12ts'112022
composite Edge Fiberglass Single Door with
No
Yes
No
N/A
a
I, Thermit-Tru Flider-Classic and Strocith-Star
Sideliteals) (Insi,airgloutswrig, xo� OX or OXO
courrfigunstiims�
Nominal Si#39�O&quctNan-Impactb" Opaque 12i31 i2022
No
Yes
No
MIA
Florida Department of Business & Professional Regulation
,
lo.s. 1 of I
Composite Egg a Fiberglass Sjng Is Coo r
I
Build fig Codes and Standa rds
115,2021
7
g. ThIerria-Tir, Fil;eu�Claarsitc ardsmo,cth-Scar
(tmS%'ling1QutSvvng;.X configuration)
Nominal lf&M;0&qdQt,Nqn-Imp%c1;,iI,qvot Opaque 125112W2
Qdrinfrooste Edge Filgargloss,Singlo, Door vith
Sidlefite(ei (InsmingtOutevving� XO: OX or 0X0
No
Y04
No
NIA
Product Approval Application Detail
configurations) �
8 h. Therma-Tru Pilder-Casel and Smoatlh�Star Nominal 68#n;o&qu'k'Non-Impa.iAquc4,' Opaque 1281J2022 No Yea No NIA
Composite Edge Fiberglass Doubt& Door Wth or
thout Sicielitees
code
Blurry
2119
I'li
core P-dinen
Data
wI � Inswing/oultswirig! xx,.r OXXG
configonitions;)
T
Version
Manufacturer
Contact Bral".4, a Upon- Validated W
V.11"Oel
solearflit"
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11utqrav,4
statte
9
L Therma-Tru Fber-Claresic and Smooth -Star
Nominal 6':8 &quarthlon-I mpaclAquot Glazed 12131=2
'
No
Yes
No
NIA
Aft,aticin
2020
PGT Ind,W].
Jam, Rkinnyaroll Mr.,&D.da RCCD - CER huarna,O.do QiCCO- VAL
1 IJ05M20
lift,12020
'1111IM20
Appr"of
CompositoEclgeFibergl,as�Sin6leD6vr
call.ficey: Wrote-
(a4134WO100 r-ras) 315-25M
jinswingloutawirrig, X, Configuration)
slibcal.g.T. Fi..d
lrosowskliflipgrindusiffies,.
10
1. Ther-Tru Frosr-Classic and Smooth -St-
Nominal &':8"Nm-Impi,cMq�t:,Gla�d 1213112022
No
Yes
No
WA�
C-plia-M.111had! C.nificall- Me& or Liatfn4
=
Composite Edge Fiberglass Single DdorMtti
Sicalialsi LInsWrg/Outa\u1ng: XQ, ON or CXO
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5
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Yes
Y_
Yes,
MIA
12
I-Ther-TrY Fiber -Classic and Smoott,Stu
sonfigurartioney
Nominal 7U390 &quDt',Non-impact&cluQt�,�,lazed 1261 Q022
Oomp, ositio Edge Filborglaess, Sing is Doi
No
yea
No
NIA
is
m. 7h.om.-Tru Filb-Casad-nd Smooth -St.,
(Irity,,ringfOurts.ing; X configuration)
N.rnin.l 7U'SII0aqI:;N.r-Imp.et&q,: Glatead 12/31)2=
Composite Edge Fiberglass Single Doorwrth,
No
Y_
No
N,IA
14
M. Thsrrrffl�'Tru riber-Glassio and Smooth -Star
Stokehole) 0 nssWng/Cutss,irg; XO, OX or CXO
configurations)
Norrilhell U0.19:0 &guothlon-ImpitotAclucit: Glazed 12,3112M2
Composite Edge Fiberglass Single, Door
No
Yea
No
WA
15
10. Therma-7ru Fiber -Classic, and Smooth -Stu
(InavAngfOutswing, X configuration)
Nornhal n#39:0 &quof:hIon-Jmpaogt": Glazed 12i3l I'2022
Composite Edij a Fiberglass S ing Is DD*rwt�
NO
Yesc
No
NIA
Florida Department of Business & Professional Regulation
Building Codes and standords
Product Approval Appilcatird" Detail
Page 101
I OZO21
code
94ty air
Data Due
Data pmria
Dote
Tv-- vallson , Mentioned.-
I $irahnarar& Usaine. Vagaries! W
Vifidaitul Submitted
FBC Adfanovol
Aiga-0
stau.
R.,A,i.n 2020 MI Wndows and DoonS
Riantatlingstr omerictin Archliedow Steven 14 urch, PE
iniOW2020 1010,Bq025
11MEM20
App'-d
category: Windows
I Ti 7) 365-3200 M.-firown" Mscidtiflon (717)31?-5454
SubCategrorgin Horizontal Slider
bat1IngavA_mI,vd_...
Compiler" Method: Corlification Mark or usting
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L19A Proaduct Modul, Number or Name
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I HS 146 Fin and Merge, F
73.621 ... fodso Glass 02f16=4
No
Yea
No
.5505
Florida Department of Business & Professional Regulation
Building 06dais arid Ste rudards
Product Approval Appillc allon Detail
1s;ilq. 1 .f I
tMO21
QQA
Entle, or
cob nae, Dar, ftnall,
Data
Tloa V'ranont � Manufacturer
— Ismimots& Lipernot voilidided By
Validated Submitted FsQ A -.,I
A-ro-d
star-
R..is,'w 2UZO MI Wind-ae'd Docra
Brant Sithrog., Luis R Lorries. RE staven 14 union. Pt
I�W(312020 I'Nlinmo 1�11W�020
121150;I0
-Approved
CaJpgorry Windova.,
(717) 395-3300 PE-T-1514 (7i7) 317,8454
1
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bjHjrg,r§MI.,d_,,mr
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Pnofenl.ion.1 Engineer
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is
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ognigurations)
p� The-Tru FlIcar-Clasaft, and Smooth -Star Nominal 6%0 9quct;Non-Impact"
Composibe Edge Fiberglass
without Sidelites, (I nswinglOubming;
configurations)
q. Therma-Tru Filger-Classic and Smooth -Shur Nominal $8#3S;8":Non�Inrpad&quKct;
Composite Edge Fiberglass
Transom (inawngyWavving;
r. Therma-Tru Fiber-Ciessio and Smsputh-Star Nominal 89#39;8 "Nch-I
� XO, OX or QXO
Glai,ed 12431=22
Double Door with or
XX or OXXO
Opaque 1213IM22
Single Door vvith
= configuration)
mpaKtRquolt Opaque 1�13112022
NO
No
No
Yea
Yes
Yes
No
NO
No
MIA
NIA
NIA
Florida Department of Business & Professional Regulation
Building Codes arid Standards
Product Approval Application Detail
flags I or I
11012021
Florida Department of Business S Professional Regulation
Building Codes arid Standards
Product Approval Appilration Detail
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100:2021
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Yes
No
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Category: Panel Wal
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Florida Department of Business & Professional Regulation
Building Codes and Standards
ProductApprOlital Application Detail
Page 1 o`2
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Building Codes and Standards
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Florida Department of Business & Professional Ragu lation
I
Bui Idi Ing Codes and Standards
Product Approval Application Detail
WARNMERMEWMasamm
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1,13,2021 1
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Yes,
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MIA
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23
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Yes
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NJA
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Onto, posits Edge Fiberglass
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Florida Department of Business & Professlonal Regulation
Fogs I of I
Florida Department of Business A Proffesstonal Regulation
Pop I oil
Forida Department of Business & Professional Regulation
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Building Codes and Standards
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Product Approval Appile atlan Detail
Product Approval Application Detail
Product Approval Application Detail
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C:
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co"Ifiguration.)
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27 za, T!,writa-Tru Foor-Classic and Srnocfh-S,tar Nominal 6&#$9;84wt.Non-Impacgicdot; Glazed 12131`2022 No Yes No N)A
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Yes
No
NJA
TV- Version Manufacturer
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CompoealteEdge FlberglasaD601s,Doar,vith
R.'Asian 2020 TAIIKO Building ProdJ,la LLC
Kafiri Ed. Robert th.minarl John W, kroseemen. as
1010ii 09129f2om iojlz-2q2o
12/15=20
Applovad
Ral-wo 2020
LV. Thompayn, Inc doar Thompson Architectural
Tony Christman zoo" R. priest Steven M. Laren. RE
09117/2020
09116=13
DS12W2020
12YI SW20
Popro,aid
Risvia.. 2OW Forda Metal prod.d.1ra,
Ca,k,kinar James ,� Ducker, P,E,Q,, ,Steven M, UrIch. RE
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calog.ly: Reeling
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Glazed! 12J51IM22
No
Yes
No
NJA
Subcategory: undarlaymaints
kam_sdartatrank-cm
Category: Roofing
succist gory: Rootng,Accaawrles that are an
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Yea
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MIA
S."'N P,cdu.t N.slal, kharrib., or' Noma
I TAIAKO Roof Judefloyments (HVHZ)
t
Product D-funti d0firaot F'Dinaticri
for In F BC 0&2R/2(123
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yes, No
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memo
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Product Diescriction CoIntract Ematatleaft Data
Aluminum Ridge Vents for pitchad rople Ubricated 17J31(2024
an H$itz
No
out" SvHZ
Yes
Realsbart
No
Proeisu.
MIA
�
0,-
I -
11 11
-0
E
Glazed Single
Roofunded"monts use HVH7
son"I"
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jurisdictions.
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TANI Flat NPOff-Ridge, Vent With Baffle lot Tile
20 g.. stalk, loof-ru istor with Inaffe 091091202$
Yea
Yea
MIA
NVA
11 M C,
) 0 0
(IntivningfOutaheing, X, OX
or OXO configurations)
2 TAMKO Roof .J.densyments iNCN-HVHZ)
Roof undedaymahts for - in FBe rHVI4Z 0&29?2c23
No Y.
MIA
NYA
2
TAMCO Goda.scl,Vint
26 go. 0ava/20W
No
'Yes
NA
.'W'5215
:3
a 0 =
jursdictions
a TAMOO Off-RAO. Rod Vent Witil Battle 26gs_atatkfooif�rfiIatw ".1 integrated baffle OMWO26 Y. Yes WA WA
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Y.
NA
N/A
-
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Florida Department of Business and Professional Regulation
Building Codes and Standards
Product Approval Application Detail
3/15/2022
FLN259-1131
code
MIM-X
Date Date
Date
Date Status
:[ype Version Manufacturer Conta
._
Engineer &
�Landated By
_
Validated Submitted Pendi g,
Approved Approved
Revision 2020
POLYGLASS USA Maory,ailpert, License
John W
11YM2020 lOf2212020 FBC
1211512020
Category: Roofing S954233133OSmalperb@po]Aiass.com Robert Niemirren
Kniazlevich, RE
W"_QYA1
SubCategory:
PE-59160
(954) 772-62N
11/0112020
Underlayments
Compliance Mefthod:
Evaluation Report from
a Florida Registered
Archite,ct or a Licensed
Florida Professional
Engineer
FL#6269.R31
Products
QualM(,AasuWc &RMLv_aALor _JJse "'ved for Use
lln- mat
Dori
LORA
Product Mode), Number cu-Narrue
Product Description Cornraot Eiplation
in HVHZ
outside HVH
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Register
Pressure
Date
1
Polyglass Roof Undelayments
Rocifirig underlayril TWI12022
No
yes
NIA
4WAI-6224
1
Polyglass Roof Uncerlayment% (HVHZ)
Pollyglats roof urcenayments for use in F8012J23)2023
yes
No
NIA
NIA
HVHZ I.,isdiall.rea.
2
Polyglass Roof Undarlayrnerits (non-HVHZ) Froly9tal" roof Undetiayments,for use irk 12J=023
No
Yes
WA
-WX-M.5
FBC nt,r,-,HVHZ jurledlorion..
I
Polyglass Roof Underlayments "Z)
I
PolyViass roof underlayments for use in FBGlW2a)2C23
Yes
No
NIA
NIA
HVHZIuirisdicil.n..
2
I I 1
Polyglass Roof Uncedayments (nw-HVHZ) P*glass roof underlayments, for use In 12J2312023
No
Yes
NIA
-141AI-022.5
FRO nof-HVHIZ jurillifflotions.
I
Polygla5s Roof Undeflayments, (HVIiZ)
Polyglasel roof underlaymerisfor use in FBCJZ2312023
YVS
No
NIA
NIA
HVHZ jutisdictions.
2
Polyglass Roof Undedayments (non-HVHZ') Polygloss roof underlaymente, for use In IM312023
No
yes
NIA
-NiAt-622.5
FEIC rmn-HVHZ juriladictims.
,
1
Polyglass Roof Underlaymerits (HVHZjt
PolygLass roof undedaymenti for use In FB=�2X' C23
Yes
No
NIA
N/A
HVI-Ziurisdiclon..
2
leclyglass Roof Undarlayments (nw-HVHZ) Polyglass roof underlaymerits, for use fln 1212MO23
No
Nes
NJA
-N)AI-622.6
FRC non-HVHZ juri.dictitne.
Florida Department ol'Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel a I
IWO21
Florida Departirnand of Business.& Professional Regulation
I
Building Codes and Standards
Product Approval Application Detail
P.'. I of's
lV712021
a 1111, " i i� I � i
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Date Isandinto
Deal
affm
Code
effity .
[We Date
pit, Passing
am-
ryse Versio M-foultiner
Contact vandal lb,
or submitted
FBC Ainprenal
All-vad
status
IV- Vs-g4on
Muufuturgr
Cooled miled-, a 1.1.0n., validated By
Validated Submili
FBC Aianni
fise-ued
star-
R-im i'f 2020 Low.r.
Ral JoIlly, J.M..L. R.skoarr. P�r. Steven M� Lmch, PE
111/21ar�020 I IMI�020
lIP20020
ding FBC Appr.
Revision 2020
i Roofing
Anderser,lRobin IAPMO Un[fourt, rvalual$oc Gary W. Walker
11,1i 111OW020
1 IW2020
Approved
cat"'gi R.oftli
(50 1 ) "�_6163 PE-31242 (717) 317-a454
Caiagoey. Resang
(Sill)W-15091 $6Nnies LLC, (20fi) 054-P11W
S.bCssq.W_ Roofing Accessions% that as an
kidityaloman-om
S.IhCikagerr. R.a5mg-riles
RobinArdeneW00cral-
Integral PuWthe Roofing System
ComplAfte, Method: Evaluation Report froina
.
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product Eveda,0W Entity
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. in HVI4Z
hgoronsidfortrel.
Outside HVHZ
W=
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2290
Pow -'al
QuAttf.Assufa,,ge
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Approyadfor Lisp
impact
Destin
113
SaYboy- Shake, Slate; Coxintry, Isate, Soft 010 F,glish
Flat Profits, - Denver CO imlaozo
No
Yes
NfA
MIA
5_0 Product Model. Number or No"
� loviscrictigo Contract exaltation not,
I"HvHZ
Outside HVKZ:
Rouslark
prossurs
Thatch &Arri hinipant
I D.,k-Airl DA-4 or TRI-Buffl Deck-Aj, DA-4
Levy Proll Polypropylene Plastic, Roof Vent 12114�2025
No
yes
No
-'w'si'g?.5
17
every 600 - State Shake 4amp; Split Share
51at Profile - Stockton, CA i=la=
N.
Yes
MIA
WA
MeatariculyAtrachaelte, ptoypcd back,
1 6
Slooryfloo-Slades: Shok.ifennip; Split Shake
Fl.tPo,fil.- Rilh.� CA 1213IR02D
No
yes
MIA
NA
19
Sso,cry?oo-sfirilka' Sastiamp: Split Stake
Flaot lanciffe, - St-ktor, CA 12131f=()
No
yes
MIA
N/A
20
27
Sliecry 1`00 -491fak., State & a .P: Split Broke,
T.J. require I a. rospos
Flat Profile - Rialto, CA 12731=20
High Focre - Katy. TX 1 W31 0020
N.
No
yes
yea
NIA
MIA
N/A
MIA
26
Mile,
Low Profile - Koly. TX 12IZV2020
No
Yes
MIA
NJA
22ft
T-e Version
Rel,li.ion 2020
Florida Department of Business & Professional Regulation Fogel of 1
Building Codes and Standards InB=2
Product Approval Application Detail
t Validated
RE Troy Blanco, RE
(954) 947-0860
2ak 21111 Da;2 Pendin Date
Validated Submitted FIBCA00raval Approved Sportful
10128r2020 10115=0 1110512020 12115=2C, Approved
Quality ASIUMM Afaigno-yedfortlise Aiaprovedfarl-Ise IMD*Ct Design
S- # Product Model, Number or Name Product Description contract expiration Date in HYHZ outside HVHZ Rensilitent Praii
1 24i Galvanized Steel Storm Panels 24ga, Galvanized Steel Storm Panels 1�2131�2W2 Yes yea, yes NIA
""" "' Florida Department of Business,'& Professional Regulation Paq. I of I
1OW021 Building Codes and Standards d(42WI
Product Approval Application Detaill
09=
ced. Bout, .' Data Data Datte Paulin, DO,
T Version M,n,f,,t,,,, Conrad Engines, & U..n.. Verdi Bv Vaillcl,lhul submitted FSC Acia-I A-cov, shaus,
Revision 2020 Walk Inc Erin Walden CC Evidurdfor, Servile., LLC ICC, Evaluation S.Nice, OM 112021 09MG/262I 08112?2021 AWd
Cert.g.ly: Snuctunil Comp-ros 052) 898-6635 LLC.
Suloatergailip T-s Rates sIosId.marniia.. t205) 5as-03GO
t.mji Method: Evaluation Report from a
Prod�ct Gvaivaftn rdity
Code
ims, Jug Data Forldim 0-t.
MM Vorefor, Manufacturer
Contact
Enalmoor & License validated W
Vowed ,submitted W Aper-al Approy slas
Ralh "in 2020 Way.rh-ser
Rod Belli
QC Ev.1-flon Sol-viloo. LLC 1. Lah,,,. P.E.
,02.0212021 iW1312020 02=2021 approvad
Catesery: Strucitoreal Compoctnte,
;,253)024�6479
(8081 83Q-32S8
SubC.tsa,nr;,E,igkd 1-timber
R.b.,tA.I,pMr@.eys,h.
compilers. PA.th.d; Evaluation Report f,.m st
...1-
Proctuot Evagration Entity
t"a 0
Product Model, Number or Nam
Product Deserluillor,
QualitrAnsuraux.
continuer monlratTi6cr Date
Aragrowd for uses
In MVbZ
Approved far use
outside HVMZ'
],"at
Resistant
rMlort
Pleasure
Sea A
F'Odual merdel, Rumbeiren, Us,-
Product Direcirlilittlon,
4�_
r =Z=ah'
—
In HVHZ
—
outside HVMZ
—
Resistant
-
_Pm�
1
MIBAHS
18 go, high strength iNsecon"opte, Platt
I MU20n
Yea
Yes
N/1'\
MIA
1
Werclilism LVL
l-affnerted Venaer Lumber
031W2021
No
Yes
NFA
N�A
2
MI8SHS
ld ga. super high strength truss connector plate
IWV2022,
Yea
yes
WA
N/A
2
Parallam, PSL
Poloist Strand Lumber
Q31W2023
No
Yes
NIA
h11A
3
MOM 16
16 go, Imes cconostor plate
I 21,11 �2022
Y.
I Yes
MIA
MIA
3
11niberSmand LSL
L.mmisned Strand Lumber
OU31,20n
No
Yes
NfA
N�A
4
MITI 8HS
18 ga� h igh strength rrusa canneol or plo is
Qaiaou
Yea
yes
Mg,
WA
4
TJ Sinn Bo.,d
Biro clu rarl composite Ltimber or OrienteASIrand
board R. Board
OWllt(202-�,
Min
Yea
WA
NJA
5
MT20HE
20 g.: high strength tntas connector plat.
i 2/31,2022
Yea
Yes
MIA
N/A
5
Waysmse... Min Board
Drientsid Strand Board R" Board
03t3l(20n
No
Yea
NIA
WA
6
TLIS. M718
,a 9.. Inis, .-sts, Piet..
Q�314!022
Yes,
Yes
Nok
NJA
7
TL20. MT20
20 ga, truss connector plates
i2131=22
Yes
'i'di,
MIA
NJA
Florida Department of Business& Professional Regulation page I of I
Building Codes and Stabda rds 1�25M22
Product Approval Application Detail
�
C-60
Entity' a
Date Dam
Date Pending
Date
T_ varsiour Manufactu
C-bac,t Encrissues, & Usages
valwated Vaticlortard S.bmittedl
FRO Approval
Appmead Status,
RaNsAin 2OW Glotool Phytektion Products; LLGr
Tim Robirlson WitterA-Tift J,, RE
John W, Kneta"Ith, RE 0210812920 Q91OW2020
10101=0
QM512020, Apr,roY.d
Qataglory,. Shutters
(9154) 689-7545 PP-44167
(.954) T72-6224
Subcategory: Sax. Panels
tim.mbintion@9ppent.com
Compliance Method; Evaluation Report from a
Florida isterisdArch I we LicenseactTloricla
pvlg� .
Profess lorual Enginser
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Product Destalpfrort
Contract Exafratio. Date In HVHZ
Outside HVHZ
Resistant Pressure
1 20 Cage Goilvanizad'St"I Storm Putele,111VI-17
Ccrrupehedl Galvanized, Steel Storm Panels ratained
126112022 Yes
Yes
Yes NIA,
or not by timoks 10 provide hornQatne protecdon.
2 Z4 Gage Galvanized Steel Storm PuelsINHVHZ
C.mgated Galvanized Steal Storm Panels reteuirved
121iili2022 No
Yes
Y.5 NIA
or not by tracks to provide hurricane protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Dote 11
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Florida Department of Business& Professional Regitilation
Building Codes and Standards
Product Approval Application Detail
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12Mr2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12,300O20
11"MEM", Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
For direct linkstoall SSTapptova15 listed below, CLICK HER
For direct links toal SST approvals listed below: CLICK HER
� For direct linKs to all SST approvals fisted below, CLICK HER
For direct Inks to all SSTapprovals listed below, "ICK HER
For additional Information regarding Florida's Statewide product Approval System and Miarril-Dace County Notice of Acceptance (NDA),
For additional Informatlon regarding Florld[4'sStafewide Product Approval System and Mlami-Dade County
Notice of Acceptance (1,10A),
MMMOM"Milill!
For additional Information regs�rding Florils Statewide, Product Approval System and Misra-Dsce County Notice of Acceptance (NOA), jh&gUR
For additional Information regarding Florldas Statewide, Product Approval System and Miami -Dade County Notice Of Acceptance (INCA), Q�_
FL#23"-R7
FI-4,10446-116
FL#10456-R5
I I
HUS, HUSC series hangers
Face -mount hangers available in widths ranging from 1-518' to 3-
9/16" and heights ranging from 4-5116" to 11". Concealed flange
Seci#
Product Model, Number or Name
Product Qescdg=
Sea #
Prod uct Model, N u in bar or Name,
Product Description
§&Lg
Product Model, Number or Name
Product Descd2iLoa
version (H USC) available for models having width aqualtb or
1
Titan Stainless Steel Concrete & Masonry Screw fTTN-.SS)
114" diameter Titan stainless steel masonry screvi
I
A21. A25, A33, A34. A35. A44
Angles
1
ET,BTB.BTH
BrIckTies
greater than
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
OMST12, CMST14, CMSTC16
Coiled Straps
12
IUS series hangers
Face -mount hangers available in widths ranging from 1-718" to 3-
3
AP'1344. APB44R, APV865, APB66R, APS88, APB88R, APB101Q, API3I DIOR, APV644,
Outdoor Accents Post Bases
3
CS14, CS16, CSIS, CS20, CS22
Coiled Straps
5f8" and heights ranging from 9-114" to 16".
FL#08"
APVB44R, APVB68, APVB66R, APVB88, APV888R, APV8101CAPVB101 DR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3.25-SDS, LGU3.63-SDS, LGU5.25�SDS
Face -mount hangers
4
APDJT2-4, APDJT2R-4. APDJT2-6, APDJT2R-6, APVDJT2-4, ARVDJT2R-4, APVL)JT2-6,
Outdoor Accents Deck kiist Ties
5
CTS21 8
Compressionf5ansion Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
Sea #
Product Model. Num ber or Name
Product Description
APVDJ72R�6
6
DSP, SSP, TSP
Stud to Plate be
15
LLI LUC21 02
Face -mount hangers
1
SD10112DBB
Outdoor Accents Connector Screw
6
APHH46, APHH46R, APHH610, APHH610R
Outdoor Accents Heavy Hanger
7
HI. H10A, R2.5A, H3, H6, 117Z� HIS, H18S, H16-2, H16-25
HurricarreTies
15
LUS series hangers
Face -mount hangers available in widths ranging from rl-WV'tc, 4-
2
SD9112, SD,9212; SDIO112, SDIO212
StrDing-DriveSD ConnectiorScrew
6
APL4, API-6, APT4, APTS, APVL4, APVIJ5, APVT4, APVTS
Outdoor Accents L and T Beam -to -Column Ties
8
HG7-2, HGT-3, HGT-4
Heavy Girder Tie -clown
5/8" and heights ranging from 3" to 10-1 Sil 6"
3
5DO112SS, SD9212SS
Stiong-Drive SID CQnneMr -18 Screw
7
APLH24, APLH24Ri APLH26. APLH26R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
H524
HurricanisTie
17
MGUS,6SSDS, MGU6.26-$DS, MGU5.50-SIDS, MGL15.62-SIDS, MG1.17.00-SUS
Face -mount hangers
4
SDGF22434, SDCF22512, SDCF22614T SDGF22700. SDOF22858, SDCF221014.
Shong.DrivsSDCPTimber-CF Screw
8
8VLZ
Brick Veneer Ledger Connector
10
HSS2-SDSI.5. HSS2�2-SDS3. HSS2-3-SDS3. HS84-SO63
Heavy Stud Shoe
18
MIU ratios hangers
Face -mount hangers available in widths ranging from 1-9116"in 5-
SDCF221134, SDCF221 n4� SE)CF271958, SDCF272358
9
GBT2Z.CBT4Z
Concealed Beam Ties
11
HST2. HST3, HST5 HSTe
Straight Straps
118" and heights ranging from 6-15116�'to 19-112".
5
SDCP22434, SMP22512, SDCP22614, SDCP22700, SCr-P22858, SDCP22912,
Strong-Driva SQCP Tim bar-C P Screw
10
CJT3Z. CJT4Z, CJT5Z, CJT6Z
Concealed Joist Ties
12
HTS16� HTS20, HTS24, HTS213,.HTS30, HTS30C
Heavy Twist Strap
19
MUS25. MUS28
Face -mount hangers
SDCP221100. SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQIBKTZ.HTSO-20KTZ
Heavy Twist Strap
20
SUR, SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from 1-
6
SDHR27400. SDHR27614, SDHR31400, SOHR31614
Strong -Drive SDHP Combo-He&d Screw
12
DS
Dry Wall Stop
14
UFTA
Light Floor Tie Anchor
9/18" to 3-9118" and hLights ranging from 3-1116'to 13-314".
7
SDS25112: SIDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SIDS25412.
Strong -Drive BIDS Heavy -Duty Connector Screw
13
FC4. FC6
Framing Clips
15
LSTA9, LSTA12. LSTA16, LSTA18, LSTA21. LSTA24, LSTASO, L6TA36
StraightStraps
Concealed flange version (SURC, SIJI_C) available for all double
SDS25500� SIDS215500, SDS25800
14
FWANZ
Foundation Wall Angles
16
LST149, LSTlT3
Straight Straps
2X and 4X models; oil ly Acute flange is concealed.
8
SDS25112SS, SDS252DOSS, SDS25212SS, SDS25300SS, SDS25312SS
Strong -Drive SDS Heavy-Dwty Connector SS Screw
15
GA1. GA2
Gusset Angles
17
LT820, LTB40
Bridging
21
U series hangeirs
FaGe-mount hangers avaibbie in widths ranging from 1-9116"Ito
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SDWF Foor-to-I'lloor Screw
18
H2A, H2.5T, H8, HIOA-2, H10S, H14, HGA10
HurricanaTies
18
LTS12, LTS16, LTS18, LTS20
Light Twist Strap
6'and heights rargingfrom 2.51&'to 11-114",
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
Medium Girder Tieclown
18
HH4, HH6
Header Hangers
�O
MST27, MST37, MST48, MSTW, MST72
Straight Straps
FL111 0007-RB
19
KBS1Z
Knee -Brace Stabilizer
21
USTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTABC, MSTA36, MSTA49
Straight Straps
FL#ID667-R6
20
Angles
22
MSTC213.,10STC40, MSTC52, MSTC66. MSTC78
suarilght Straps
Sea 9
Product Model. Num bar or Name
Product Description
21
LCE4
Post Cap
23
MSTC48BS, MS7C6893
Pre -Bent Straps
Sea X
Product Model, Nurn bar or Name
Product Defcrlaton
1
ATR318, ATR1fZ ATR5/8, ATR314
Threaded Rods
22
1 LS50. LS70, LS90
Skewable Angles
24
MSTI26. MST136, MSTI48, MSTI60, MST172
Straight Straps
1
SA series hangers
Top flange hangers available in widths ranging from I -P116" to 7-
2
ATUD5. ATUDS-2, ATUDD, ATU09-2, ATLI ATUDI 4, ATUD1 4-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair$tringw Connector
25
IMTS12. MTSIS, MTS18, MTS20, MTS24C, MTSSC, MT830C
Medium Twist Strap
113" and heights ranging from 7-IIN'to 39'.
3
EP318-2, BPI/2, 1BPI/2-3, OP5/8-2. BP518-3� BP3A, BP3/4-3, BPRTUDS4
Bearing Plates
24
LSSJ2$LZ, LSSJ20RZ, LSSJ292, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
25
NCA2Y1012, NCA2XI2-12, NCA2x6-16, NCA200-116, NCA2x12-16
Bridging
2
IDGBF series hangers
Top flange hangers available in widths ranging from 3-06'11c, 7-
4
CNW318. CNWI12. CNW518, CNW314, CNWS/8-112, CNWa(4-5/8
Coupler Nuts
25
LSSRI.81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
RCW[312, RCWB14
Wall Bracing
118" and heights ranging from 9-1/4" to 24"�
5
CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUIDT7, CTUD87, CTLID66. CTUD97,
Coupling Take -Up Device
20
LTP4,LTP5
Tie Plates
28
RPS18, RPS22. RP,528
Repair Plate Strap
3
DGIF series hangers
Top flange hangers available in vAdtha ranging from 1-112" to 3-
CTUD96, CTUD99
27
ML23Z, ML24Z, ML28Z,, ML2SZ, ML21OZ
Angles
29
RSP4
Stud to Plate Con nector
5/5" and heights ranging from 7-114" to 24".
6
1 N4, N5. INS
Heavy Hex Nut
26
MMH8
Root TiLDown
30
SPI. SP2, SPAI. SPIS. SP8
SW d Plate Tie
4
DGHF series hangers
Top flange hangers available in widths ranging from 1-314" to 3-
7
RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5. RTUD8, RTUD7, RTLID8
Ratcheting Take -Up Device
29,
MIMHC
Hinged Roof Connector
31
SPH4, SPHff, SPH6
Heavy Stud Plate Tie
5/8" and heights ranging from S-V4" to 24".
8
TUD9, TUD10
Take -Up Device
30
MMLU26, MMLU26.2, MMLU28, MIMLU28-2, MMLL;210, MMI-1.112111, MMLU139, MMLU1311
Fac_�MQunt Hangers
32
SS1,5, S52.5� SS3, SS4.5
Stud Shoe
5
EG5, EG7, EG9 series hangers
Top flange hangers available in widths ranging from 5-114" to 8-
9
TUVV36
Take -Up Washer
31
NBC. RBCP
Roof Boundary Clips
33
ST9, ST12, ST18: ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236
Straight Straps
718" and heights ranging from I I" to 32-1JZ'.
10
URSS
318" Uplift Rod Run Tiedown System
32
RST-3
Roof Tie -Down
34
TB20. TB27. TB30: TB36, TB42, TB48, TB54, TB56. T136D
Tension Bridging
6
EGO series ha rigens
Top flange hangers available in vAdths ranging from 3-518" to 7-
11
URS4
112" Uplift Rod Run Tleclown System
33
RTC22Z, RTC42, RTC2Z, RT044
Rigid Tie Connectors
35
TWBIQ TWI312. TVVB14
Wall Bracing
If4TI a nd heig his fa n g Ing from 11-114" to 32".
12
URS5
SM" Uplift Rod Run Tiedown System
84
STC.STCT,DTC,HTC4
TrussClifos
36
VOT,VGTR,VGTL
Variable Pitch G nder Tisdown
7
GLS series hangers
Saddle hangers available in),vidths ranging from 3-1X'to 6-719'
13
URSO
314" Uplift Rod Run Tiedown System
35
TJOS7, TJC57
Truss Jack Clips
37
WB1106, W15106C, WB120, W8126C, VVB143C
Wall Bracing
and heights ranging from 8-1f2" to 28"_
W
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available In widths ranging from $14'to 7-
IfS" and heights ranging from 11 " to 32".
FL#10441-R6
FL#10531-RO
9
HB series hangers
Top flange hangers available in widths ranging from 1-9/1 (Y'lito 7-
FL#J0447-R5
If2" and heights ranging from S" to 3(Y',
Sea 9
Product Model, Num Der or Name
Product Descrii)tlon
Sea X
Product Modal. Num per or Name
Product Descrilotion
10
HGLS sehes hangers
Saddle hangers available in widths ranging from 5-1 X'to S-7/8"
1
DTT2
Hold-dmvn
Seg *
Product Model, Number or Nam*
Product Description
I
CeH2.37xS.5, C9112.37x7,673, OBH2.37xg-75
Concealed hangers
and heights ranging from 10-1/Z'to 28"-
2
HDC10/4, H0CIQt22
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DH UTF series hangers
Face,mount (OU, DHU) and top -flange (DHUTF) hangers
11
HGLT series hang"
Top flange hangers Available in widths ranging from 3-114?'Io 8-
3
HDQ8, HHDQ1 1, HHDO1 4
Hold-down
2
DSC2R_SD83, DSC2L-SDSS, DSC5R-SDS3, DSC5L-SDS5
Drag Strut Connectors
available in widths ranging from 1�9ilWto 3-9116" and heights
718" and heights ranging ftom 7-ItZ'to 32'.
4
HDU2, HDU4, HDU5, HOU8, HOU11. HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-118" to 23-15116".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-114�'to 7-
5
HPA28. HPA35
Strap-s" purlin anchor
4
HCP1.81, HCP2, HCP4
Hip Comer Plate
3
HGU3.63-$DS, HGUB.25-SDS. HGU5,50-SiDS, HGU5.62-SOS, HGU7.00-SIDS, HGU7.25-
Face -mount hangers
118" and heights ranging from 14" to 33"�
6
LSTHD8, LSTHDBRJ
Strap -style hold-down
5
HHR02-2, HHRC42, HHRC42-2. HHRC4/1,81, HHRC44, HHRC5.2513,25, HHRC5.3713.12,
Heavy Hip to Ridge Connectors
$DS. HGU9.00-SIDS
13
HIT series hangers
Top flange hargers available in widthe ranging from 2-5/15- to 3-
7
MASA,MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-5t8" to 7-
9118" and heights ranging from 18"to 28"-
8
IMPA632, MPA144
Strap -style purlin anchor
6
HRC1.61, HRC22
Hip Ridge Connector
3/8" And heights ranging from 5-5/16" to 12-718",
14
HUSTF series hangers
Top flange joist hangers av @liable in widths ranging from 3-118" to
9
PA1 8, PA23, PA26, PA35: PA51, PA68
Strallo-style purlin anchor
7
UIRU26, LRU28 - LRU210. LRU212
Rater Hanger
5
HHGU5.25-SDS, HHGU51.50-l3DS, HHGU5.62-SDS. HHGIJ7,00-SDS, HHGU7.25-SDS,
Faco;mPtInt hangers
3-9/16" and heights ranging from 5-50' to 13-1/8",
10
PAII8, PA123. PA128; FA135
Strap -style purlin anchor
8
LSU23, LSSU28. LSSJ210
Light Slopeable/Skewable U Hanger
HHGU-9,00�DS
15
HUTF. HUCTF series hangers
Topflange hangers available in widths rangingfrom 1-9116"to 5-
11
STHDIO, STHDIDRJ
Strap-s" hold-dowr
9
TBE4� TBE6
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS41 0, HHUS5-50110.
Face -mount hangers
1f2" and heights ranging from 3-711,6'to 15". Concealed flange
12
STHDI 4, STHDI 4RJ1
Sbrap-style hold-down
10
TC24. TC26; TC28
Truss Clip
HHUS7.25flO
vers�on (H UCTF) available for all models having kvidth equal to or
11
THA29, THA213, THA218, THA218-2, THA222-2, THA413, TRA41 8, THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-9/16".
THAC422: THA426. THA422-2, THA423-2
1JS' to 6-1f8" and heights ranging from 4-314!'to 15-3142'
18
HWP sedes hangers
Top flange hangers available in wdths ranging from 1-9116" to 7-
12
THAll �81122, THAIZ06122, THAl2.122, THA1222, THAI322, THAJ3522, THA1422
Adjustable Truss Hanger Sized for I -Joists
Concealed flange version (HSIURC, HSULC) available for All
118" and heights ranging from 5-316'to 261,
13
THAL422, THAP422
Skewed Truss Hanger
double 2X and 4Xmodeir, only acute flange is concealed,
17
HWPH series hangers
Top flange hangers available in widths ranging from 1 -91116" to 7-
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hang"
a
IHTU26. HTU[28, HTU210, HTU25-2, HTU23-2, HTU210-2
Face -mount hangers
1/2" and heights ra.n9ing from 5-3/8" to 32'.
15
THJfIA2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W
Multiple Truss Hangers
9
HU. HUC series hangers
Face -mount hangers available in wcIths ranging from 1-9116" to 7-
IS
ITS series hangers
Top flange haingers, available in wdths ranging from 1-9/16" to 3-
16
TSBR2-24
Truss Spacer -Restraint
112" and heights ranging from 2-7/8"tc, 19-114"- Concealed flange
518" and heights ranging from 9-118" to 16'.
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUG) available for all models having width equal to or
19
JI3 series hangers
Top flange hangers available in Wdth of 1-91iff'and heights
15
VrCR
ValleyTruss Clip
greater than 2-9116"�
ranging from 5.318" to 7-14',
10
HUCQ1,8119-SDS, HUC01,81111-SDS, HUCO210-2-808, HUCO210-3-SIDS, HUCQ310-
Face -mount hangers
20
JDA series hangers
Top flange hangers available in,yAdth of 1-9116" and heights
SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2M-SDS� HUCQ5.25111-SDS, HUCQ610-
ranging from 9-M 8"to
SIDS, HQCQ612-SDS
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12MI2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30/2020
Simpson Stroqg-Tie 2020 FBC Approved Products
Updated 12/3OM20
For direct links to all $ST approvals listed belcru, CLICK HERE
cm
For direct links to all SST approvals listed belva,, CLICK Hr;RE
For direct Inks to all $ST approvals listed below, CLICK HERE
For direct links to all SST approvals listed losovi CLICK HERE
For Additional information regarding FWcWs Statewide Product Approval Systern and Maini-Dade 0ounty Notice of Acusidtance (NOA). LLLqLU=.
For additional information regarding Florida's Statewide Product Approval System and Main -Dade County
Notice, of Acceptance (NOA)..Q�.
For additional Infor nation regarding Florda's Statewide Product Approval System and Manti-Dadit County Notice ofAcz;eptance �NOA), CUCK HERE.
For additional information regarding Florida's Statewide Product Approval System and Miarn-Vade County Notice of Acceptance �NOA), 9LLQLU=.
21
LB series hangers
Top flange hangers available in Width of 1-9116"and heights
FL#1146U-R5
18
SfLBVI.56, S/LBVI .51, VLBV2.06, &LEV2.37, S11-13V2.5s, SILBV2.68, S/LBYS.1 2,
Top Flange Joist Hangers
5
SET-XP
Ad has" Anchor for concrete
ranging from 6-3f8" to 15-118",
SfLBV3.56, SILBV3.62, SILBV4.06, SILEV4.12, SfLEV4_28, SILBV4-76, SILBV5.50
6
Strong -Dolt 2 (SM2. S117132-41SS, STI32-6SS)
Strong-Boll:2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in width of 1-9116" and heighbi
Seq X
Product Model. Num Der or Name
Pnoduat Dascription
19
5/1-TT20, SIDTT2Z, SIFFFT14, HTT4, HTT5
Holdowns
tteeland Types 304 and 316 stainless steel
ranging from 9-3il S"th 13-118".
1
HHUS210-3, HHUS210A
Joist Hanger
20
SIMST60, S/MST72
Straps 118 mil (10 ga)
7
Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-OS, THD_CS8SS)
Titan HD Heavy Duty Screw Anchor for concrete and masonry
23
LEGS, LIEG5. LEGT series hangers
Top flange hangers available in widths ranging from 3-114" to 6-
2
HRS6. HRS8. HRS12
StrapTies
21
SP4,SP6
Stud Plate Ties
avalablewlth hex head in carbon sleel and Types 304 and 316
718" and heights ranging from 9" to 33-1/2'.
3
HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS
Joist Hanger
22
SSP� DSP, TSP
Stud Plate Ties
stainless steel, or with countersunik head in carbon steel and
24
MEG5, MEG7 series hangers
Top flange hangers available in widths ranging from 5-114" to 6-
4
THGB2, THGB3, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC, OTC
Truss Clip
Type 316 stainless steel
718" and heights ranging from 9" to 32-112',
5
THG02-SDS3, THGOS-SIDS4.5. THGQH2-SDSS, THGOH3-SDS4.5, THGQH4-SOSO
Joist Hanger
24
TBD22
Truss Grace Diagonal
8
Tilen HE) Rod Coupler fTHD37634RC, THD50934RO)
Titan HD Threaded Rod Coupler for concrete
25
MIT series hangers
Top flange hangers available in wdths ranging from 1-9116" to 5-
6
THGW3-3, THGW�-4. THQW4-3. THGW4-4
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger (T HDB25168RH, THDB37158RH, THD37212RH,
Titan HD Threaded Rod Hanger for concrete
118" and heights ranging from 9-114" to 24'.
THD50234RH, THDIC212RH)
20
PF, PFI3, PFIDB, PFQSB series hangers
Top flange hangers available in width of 1 -911V'and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-318" to 7-1/8".
FL*il473-RS
FL#13904-RS
27
RR
Ridge rater connector
28
WP series hangers
Top flange hangers available in wc1ths ranging from 1-9116" to 7-
Sea #
Product Model, N u rn bar or Name
Product Description
Sea N
Product Modal, Nurn ber or Name
Product DescEWLoa
FL#1 6230-R8
IfB" and heights ranging 9-1/4" to 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCQM3.52-SDSHDG, CCQM4-62-SDSHDO, CCQM5.50-SDSHI)G, CCTQMS.62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTQM4,82-SDSG; COTOMS.50-SDSG, CCCQM3.82-SDSG; CCCOM4.62-SDSG,
Product Model, Number or Name
Product Descdgfiaa
3
H16, H15S, H16-2. H16-2S
HurticaneTie
QCCQM5.50-SDSG
1
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#10860-R5
4
HETA1 2. HETA1 6, HETA20, HETA24; HFTA40
Embedded Truss Anchor
2
ECCLQM3_62G-KT. ECCLOM4-62G-KT, F_CCLQM5_50G-KT, ECC1U_QMD3.62G-KT.
IMasonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesivefor masonry
5
H ETALII 2, HETAL1 6, H ETAL20
Embedded Truss Anchor
E-CCLLQMlD4,62G-KT, ECCLLOMD6,500-KT. ECCLRiQMD3.62G-KT, ECCLRQMD4Z2G-
3
SET-XP
SET-XP High -Strength Epoxy Adhesive for masonry
Sea #�
Product Model, Nunn bar or Name
Product DescEWILqU
6
HGAMID, HIM9
Masonry retrofit con tractors
Kr, ECCLRQMD5.50(3-KT
4
Strong -Bolt 2 (ST62)
Strong -Bch 2Wadge Anchorfor masonry
I
ABA44. ABA44R, ABA46, ABA46R, ABA56, ABAWR
Adjustable Post Base
7
HHETA16, HHETA20, HHETA24, HHETA40
Heavy Embedded Truss Anchor
3
HGUM5.25; HGUMS.50, HGUM7,00, HGUMT25, HGUM9.00
Heavy Masonry Hangers
5
Titan 2 CTTN2)
Titan 2 Screw Anchor for Concrete
2
ABU44, ABU 44R, ABU46, ABU46R. ABU15.5, ABU5-6. ABU65, ABU66, ABU66R. ABU88,
Adjustable Post Base
8
LGT2. LGT3.SDS2.5, LGT4-SDS3
GirderTiedown
4
LGUM20-2, LGUM26-3� LGUM26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGL)M210-2.,
Masonry Beam Hangers
6
Titan HD (THD-H4SS, THD-HOSS, THD.CSOSS)
Titan HD Heavy -Duty ScrevvAnchor forconcrete available in 304
ABUBSR, ABUI010; ABU1010R. ABU1212, AEU1212R
9
LTA2
Lateral Truss Anchor
UGUM210-3. LGUM2104, LGUM4e, LGUM48, LGUM410
or 316 stainless steel with hex head, and 316 stainless steel with
3
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW77
Adjustable Post Base
10
META12. META16, META18, META20, META24, META40
Embedded Truss Anchor
5
MBHA3.1219.25, NEHA3,12M1,25, MBHA3.56f7.25. MBHA3.5&9�25, MBHA3.5611125,
MasonryTop Flange Beam Hangers
countersunk head.
4
AC4, AC41R, ACE4, ACO, AC,3R. ACE6
P015tcap
I I
M87AM24, MSTAM38, MSTCM40, MSTCM60
Step Tie for Masonry
M13HA3,56fl 1.88, MBHA3.56114, MBHA3.56116, MBHA3,55118, MBHA5-5W 25,
7
Titan Turbo (TNT)
Then Turbo Screw Anchor for concrete or masonry
5
BC4, BC46, BC4R, BCS, BC6R, BC8, BCS2-24 BC52-3/6
Post Cap
12
MTSM116, MTSM20, HTSM16, HTSM20
Twist Strap for Masonry
MSHA5.5019.25, MBHA5.50/1 1,25, MEHA5,5(Yl 1,88, MBHA5,50114, MSHA5.50116,
6
C1344, C1546, OB48, 01366, CBSS
Embedded Column Base
MBHA5.56118
7
CBSQ44-SDS2� CBSQ46-SDS2, CBSQ6S-SD52, CBSQ8Q-SDS2, CBS088-SIDS2
Embedded Column Base
6
M13HU3,5619.26, MBHU3.56/11.25, MBHU3.W111,88, MBHU3.56114, MBHUS.56/16,
Masonry Beam Hangers
FL#16937-R3
8
OC, ECC, ECCU Series
Bolted column caps with Wl ranging from 3-14'to 9-1/2"and
FL#1149G-RS
MBHU3.56118, MBHU5.6019,25, MBHU6.5Q11I.25, MBHU5.50111.88, MBHU5.50114,
W2 ranging from 3-518" to 7-1f2"
MBHU5.50/16, MSHU5.50118
Sea X
Product Model, Number or Name
ProclUot DeScriotion
9
CCO-SIDS2_5� ECCQ-SDS2.5 Series
Screwed column raps with WI ranging from 3-114" to 9-1/7'and
Seci #
Product Model. Number or Name
Product Descrilotion
I
X34B10I 6-5K. XIS1016, X1 BI 016-4K, XQIS1018, XQI F31016-4K
41016 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3
W2 ranging from 3-5f8" to 7-1f2"
1
DTTI Z
DeckTension Tie
Drill Point
10
CPT44Z, CPT6eZ, CP'MSZ
Concealed Post Tie Base
2
HD12; H019
Bolted H ' oldowns
FL#13975-RO
2
XL01 I 4TI 224, XLQI 14BI 224-2K
#12-24 Stro rig -Drive XL Large -Head Metal Self-Drillin g, Ta pping
11
EPB44A, EPI344. EPB45, EPB68
Embedded Post Base
3
HL)3B� HD513, HD713� HDOB
Bolted Holdowns
Screws with #5 Drill Point and Large Diameter Hex Washer Head
12
EPS4Z
Embedded Post Base
4
HTT4, HTTS, HTT5-314
Tension Ties
Seg #
Product Model, Number*r Name
Product Description
3
XMQI 14SI 224. XMQI 14BI 224-2K
#12-24 Stro ng-Drive XM Medium -Head Metal Salf-Dtilling,
IS
LCI344. LCB66
Embedded Column Base
5
LTT19, LTT20B, LTT131
Light Tension Ties
I
SOW22300, SOW22338, SDW22438, SDW22458, SQW2260Q BOW22600: SDW226X
Storg-Drive SDW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #5 Drill Point and Medium Diameter Hex
14
LPC4Z, LPC8Z
Light Post Cap
SDW22634
4
X0114SI224. XQ11481224-2L5K X114S1224,XQ112SI224, XQ11281224-2K
#12-24 Strong -Drive X Metal Self -Drilling. Tapping Screws with #5
is
MPB"Z' Mpaeez' MPBS8Z
Moment Post Base
2
SDWCI 5450; SDWC1 5800
Strong -Drive SDWC TRUSS Screw
Drill Point
I G
PS44, PB44R, PB46, P1366, P865R
Embedded Post Base
FL#13628-RO
3
SDWHI930OD6, SDVVH19400DB. SDWH19000DB, SDWH10$00DB, SI)WH191000L)B
Strong -Drive SDWH TIMBEIR-HEXSorew
5
XU3481 016, XU34131 01 6-51K
#10-1113 Strong-DriveXU Metal Self -Drilling, Tapping Sore�-rsvvitlh
IT
PBS44A, PBS4161 PBS65
Embedded Post Base
4
SDWH27400G. SOWH27800G, SDWH27800G, SIDWH271000G, SE)WH2712DOG
Stronq�Driive SDWH TIMBER-H EX H DG Screw
#1 Drill Point
is
PBV6, P6Vi 0
Round Post Base
Sao#
Product Model. Number or Name
Product Description
5
SDWS162I Z SDWS1 6300, SDWS1 6312, SDWSI 6400
Strong -Drive SDWS FRAMING Screw
19
PC44-16: PC46-16, PC48-16; PC64-16. PC65-16� EPC44-16. EPC46-15, EPC48-16,
Post Cap
1
SB5/8x24, SB71&24� S81x30
38 Anchor Bolts
6
SDWS19800,,SDWS19712, SOWS224DD,SDWS22500,SDWS22512, SDWS22600;
Strong -Drive SDWS TIMBER Screw (interior Grade)
EPC64-16, EPOSS-18
2
SSTB,1 6, SST820, SSTE-24, SST828, SSTB34, SSTB361 SST81 SL, SSTB20L, SSTB24L,
SSTB Anchor Bolts
SOW=800, SDWS22900, SDWS221 000, SDWS221 100, SDWS221200. SDWS221 Soo
FL#35320-RO
20
PC4Z. PC41RZ� PCBZ, PC5RZ, PC8Z, PCBRZ, EFC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPCaZ,
Post Cap
SSTB28L
7
SDWM30003; SOWS224001)8 SDWS22500DB. SDWS226GODB, SDWS228CODB,
ShrDng-Dfive SIDWS TIMBER Screw (Exterix Grade)
EPGBRZ
SDWS221 000DB
Sea #
Product Model. Number or Name
Product Descriatton
21
PPB44-4Z, PPI344-6Z
Post Base
8
SDWS22312OBB, SDWS22512DBl3
Outdoor Accents Structural Wood Screw
I
DSSCE343,5� DSSCB46, DSSCI348. OSHS
Bypass Framing Drift StrutCormector
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS2780GSS,
Strong�Driva SDWS TIMBER SS Screw
2
FCB43_5� FC845.5� FCB47.5, FCB49.5, FCB411.5
Bypass Framing Fixed -Clip Connector
SDWS271 0GOSS, SDWS271200SS
3
FPHSD34S1018, FPHSD34B1G18, FPHSD3481015-5K. FPHSD34S1214,
#10-16 and #12-14Strorig-DriveFPHSD Framirg4o-CFSSeIf
Sao X
Prod uot Modal, N u m ber or Na me
Product Diescrintlan
10
SDWV13400
Strong -Drive SDWV SOLE-TC-RIM Screw
FPHSJD34B.1214, FPHSD34EM214-5K
Drilling, Tapping Screws
FL#10866-R5
1
CMST12; CMST14, CMSTC16, C-814, CS16, CSIS, CS20, OS22
Coiled Straps
11
STN22
Outdoor Accents Hey -Head Washer
4
LSFC2-25, LSFC4.25, LSFM25, SFC2.25, SFC4.25, SFC6.25
Steel Fram Ing Con noM r
2
MRS6. HRS8, HRS12, FHAS, FHAg, FHAl2, FHA18. FHA24. FHA30, MIST125, MST136,
Straps 27 mil (12 g a)
5
LSSC4.25, LSSCS.25, SSC2.26. SSC4.25. SSC6.25: MSSC2.26, IMSSC4.25. MSSQ6.25,
Steel Stud Con necrtafs
$act #
Product Model. Number or Name
Product Descrintion
MST148; MSTI60, MST172, 81MST27, SIMIST37, VMST48
MSSC4.25KW, MSSO6.25KW
I
FJA. FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twist Straps
FL#15363-R3
6
RCKW3, RCKW5.5, RCKW7,5, RCKW3S, RCKW5.5S
Rigid Knee Wall Connector
2
FRFP
Flat Ratrofit Foundation Plate
4
LSTASO, LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTAri MSTA21, MSTA24
51raps 43 mil (18 ga)
7
SCB43.5, SCB45.5, SCS47.5, SC849.5, SC84il 1.5, MSCB45-5, MSC6475
Bypass Framing Slide -Clip Connector
3
GH46-6. GH46-8, OH48-6, GH48-8, GH410-6, GH41 0-8, GH66-0, GH66-8, GH68-6, QH68-
Girder Hanger
5
LSTA9. LSTAI-2. LSTA16. LSTAIa, LSTA21 , LSTA24, ST292, STM2. ST21 15., ST2215
Straps 33 mil (20 ga)
Sea X
Product Model. Nurn Der. or NaMe
Product Description
8
SCSa2-5197. SCS62-5Q7, SCS02-5/118. SCS82-61118
Bypass Framing Connector
8, GH61 0-6, GH810-8
6
LSUEH3.25, SUBH3.25, MSUSH3.25
Bridging Connector
I
AS 18, AS 1885; AS 1880
18 ga. Truss Plates
9
SOW3,25, SCW5_5
Head -of -Wall Slide.Chp Connector
4
GLB5A, GL558. GLB5C, GLE6D. GLB7A, GU07B, GLB7C. GLB7D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 20HS
20 ga. High Strength Truss Plate
10
SJC8.25. SJC1 0.25, MSJC8.25. MSJCI 0.25
Steel Joist Connectors
5
GLBT512. GBLTS12, GLST516, GBLT616, GLST520, GBLT1520
Clulam Bearing Plate
8
1-7:312, L7SI6, LTSIS, LTS20
Light Twist Straps
3
AS-20
20 ga, Truss Plate
11
SSK518
Bypass Framing Slide -Clip StrutConnector
6
HGLSA, HGLBB. HGLBC, HGLBD
Heavy Glula m Bearing Plate
9
MSTA30, MSTAS6, ST0215, ST6224, STQ, ST12. ST15, ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (16 ga)
4
ASHP
Hinge Plate Connector
12
XLSH34131414, XLSH78I31 414
#14-14 Strong -Drive XLSH Shouldered Sell Tapping
7
HGT-2, HGT-3, HGT-4
Heavy Girder-Tiedown
10
MSTC68. MSTC78. ST6236
Straps 68 mil (14 ga)
Screvr.
8
UFP10_8DS3
Universal Foundation Plate
11
MTS12, MTSIS, MTS18. MTS20: MTMO, MTS24C, MTS30C
Medium Twist Straps
13
XQ1SI0I S. XQIBI016-4K, X01S1214, X0181214-3 5K, XQ78S1224, X07881224-3K,
;VIO-161 412-14, and #12-24 Strong-DriveX Metal Self -Drilling,
0
URFP
Universal Retrofit Foundation Plate
12
S/131.56, S/B1.81, 3182.06, S/132,37, S113266,31132,68. S1133.12, S183,56, SIB3.62, SIB4,06i
Top Flange Joist Hangers
FL#15730-R4
XQ1 I 4SI 224: XQ1 141B1224-2 5K XQ 1 12SI 224, XQI I 2B1 224-2K, X34BI 01 6-5K;
Tapping Screws
SIB4.12, SfB4.28, SO4.75, SIB5.50
X1S1 016, X121016-4K, X181214, X181214-3.5K
13
SfBA2.12J8, SfBA2.12110, S/BA2.12112� SISA2.12/14, SIBA4.1818: SIBA4.1$110,
Top Flange Joist Hangers
Seci #
Product Model. Numberortilarne
Product Description
SfBA41SM2. SfBA418/14
I
ET -HP
Adhesive Anchor for concrete
14
SIHIA
HurricaneTie
2
GAC, GDP. GDPM-60, GIDPM-75, GDPM-100, GDPS, GW-50. GW-75, OW-100, GTH
Gas -actuated fasteners and assemblies
15
S/HDSS, SIHDSB, StHDIOS, SIHDIOB, &I-1015S, S/HD15a
Holdowns
3
PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL,
PayMer-actuated fasianers� threaded studs, and assemblies
16
SIH DU4, "DUG, S1HDU9, S/HDUI 1
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K PCUDPA, PECLDPA, PTRHA3, PTRHA4
IT
SfJCT, S/HJCT
Joist Hangers
4
SET-3G
Adhesive Anchorfor concrete
May 27, 2022
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SHEET NO.
PA 1.2.
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MIAMI-
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Mill
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NOTICE OF AC CEPTANI MENUENCE SUB
NOTICE OF ACCEPTAN CE: EVMENCE "AfffTED
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DEPARTIdMOFIXGUTATORY A" ECONOMC RMUWM OLM) Mi=� FkffvU 33175-2474
-OOARDA"C4=]E,A�DMEM�TRATHOiDniswN, TC786)_W45-0, !�(?*31:5-150
NOTIC
'E OF ACCEPTANCE: EVII)ENCE SUBAE[ITED
TASAIRANCE
D. QUALM
0
0 .4—
-CU
.Nj
NOTICIE.OF-ACC-EPTAL CTCNOA)
1. Evidence subudded undor preiious N10A
A. DRAWJN1bS
I - Mamifaftr&s die drawiW and sections.
B. TESTS (condittied)
5- Test report on 1) Air Infiltration, Test. per FBC, TAS 20-1-94
L MbniDadcDepzMx%tofRegaWory=dEcownficRmurmotM)-
=3 co U)
CL) -0 0
0 -0 _0
C: 0 CD
0 �3_ = 0
FGT1Mk&bie5jW.
107 0 Teclindog Drive.
.Ner&Vez&*, FL 3427-5
(SribodNed under.;V0A.2V,& 11-0107.04)
2) Unifonn Static Air PTesswe Test, per FB C, TAS 202 -94
1. MATERIAL.CERTMCATIONS
0 LL-
scopz..
2- Drawing-NolMD-5570.0,1itled' myl Sliding Glass DmN0AaW,*eets 1
3) WaterRtsistame Test, perFBC, TAS 202-94-
L Notice of Acceptance No- I"52S.14 issued toVision Extnision Limited fortheir
Cz 0
ThmNOA is being i=ed unider the appheable mles andiezuktim jpv=ing the use Df lue
through 21 of 2 1 1,prepared by mamTacturff, dated l0A)5d5,,, with revision A dated
4) Large MissileIrnpact Test per FBC, TAS 201-94,
'Wldw Rigid, ]PVC Exterior Extrusions for Windows and Door�-, dated W1 3 /15,
_0 0 >
E 0
do c umeritatim submitted hw been reinewed and = epited iy Mami�Da &- C may RER -Product - Control Sectionto
04105117, signed and sealed by A- Lynn NWIff, P�E.
5) Cyche Wind Pres�swe Loadingper FBC, TAS 203-94
L_ L_
beusedmi"'Mamil),ade- and oduT areaswhere 411mvedbythe AuIhorityHaving Juds&vfim, (ARJ)_
"County
6) Foxed Enhy,Test, pu FBC, TAS.202-94
2. Notice -of Acceptance NO. I&O10M ismed to Vision Fxtrusion Litaited fortheir 'AT
C/) LR M
C co
This.NOA sball notbev&d-aftmthe expitafiou. d&bL-statedbiLIow-TlieMiami-Dade CountyProduct Control Sec*n
& TESTS
AIM With MMW_Up &Mmgs,2;jA, installation, diagram ofvinp,did* glass; doof, prepared
1000 Tan 202 and boter Shades (Non -White) RW PVC Exterior Extrusions for
U) <
an Dade Cbqaf- J,,,"ot Mse1r;v.e the right to have this
g the AJU(in -ams ogier, &*aNCOmi Dade -County)
L 'Tett report, m 1) U=&= Static Aw Pream Ted, 'FBCjAS_202-44
Per
by Flenestiation Testmg L*_ Inc, Test Rr-pW No- FTL &W, dated I VM 5, qp-,d and
'%7hdow.S-3vdLDoarC' dated mq*ing 9EIM9121-
ted
2) LargeNfissile JnWwtlest per FBC_ TAS 201-94
.(r
waW by Idalum Ortega, P, E. est report mviwd on 1.2*Vl 5 and V.11 itl(5)
-cc of Acceptance No,. 1546.29.15 issued to Vision ExAmsiot. 1;tinited fortheir
3- Noft
-Browu
ry, or
3 'FBC= IAS �'-)03_04
CYC& WMd PTC4� LoadirW- Per
6- Test report on 1) Air Thfiltration Test� per FBC, TAS 202-94
Coated q�ainted or Laminated) NVY0 Rigid PVC Exkwi" Extrusion s for
Suspend the. use of -such prodvwt of material wak ther RF-RTesftves the nght to zevoke this
along- witknizW-up &zwirgs and instalhtion. diag= of vmyt diding- glass 4o" prepared
2) Unifom StaticAk Pmsure. lest, W FB C, TAS 202-94
'Mindows and Doors", dated.OW13.115. uEpiring on 0930n9_
acceptance, if it -is deterainedbyNfiami-Dade CauntyN�VC-bntrotSecti(m that this pmdwt or material fails to
Meet the reVmwxents of thie iqVtwaWbnAding co&,
byF=m=h=Tfttinglablw=TmtPVoft-No-FILS717 datedl2j'07115 sigixedand
3) Water Resist ance TfSt, per FBC TAS 202
4. N0tjCeofAcMt2=N0 I"M.02 iMed tD ENERGI FeneStM&MLSobItionS USA,
Thisproduct isappxmedasdescoUdheminaELdhasbee�idesip0to zmaplywidithe noridaBuildingCode-
sealed by 1"MiS'Offega, P_ E_ CrebjL 1*# jevi!.�e& (M iD2/15116 and 02a4f 1.0
4) Large Missilt hwact TeA peri� C, TA S 201-94
Inc for t1wir `TAN3M and IA&w Shades (Non-Whise-) Rigid PVC Exterior
"
meJudmgthel:hghVekwityHunum3eZow-
2� Tea report on 1) Air Infliration Test"per IFBC, TAS 202-%
5) CYC%_ WMd Pfe=ffe I oadingpef FBC . TAS 20"4
Examsions for Windows. and Doors dated 0911 5116L- o4=g on 02*4J2 1,
DESCR'UMON., &Ties"'
M7&'Z7"ffl:"Nmy Dow (R*iuforted)w1wo9*& 1&*romers--LMJ.
2) Unifatm StaticAje Piessure Tesir, M FBC,.TAS 24r,-"
along with marlmd -up drawinigs and installation diagfm of myl sliding glass docT, prepared
5_ Notice ofACcePta=LNo_ 1"711.&4 i
%Wd tD ENERGI Fmestratixm,Sdations USA,
�4LFMOVAL W C-LIMM-N-r- Dta wing No - INM,55-576. 0 Ae r, It, tWed "Vinyl Sliding Glaiss Dwr N OA (LW, shee-6
,esutance jest pef_FBC TASLM_94
3)WaterR T
4) Lne Missalriip� Test I per FRCJAS 201M
�y Fewstrafton Testfiig Lab- Inc-, Test,Repoff No- FU 552, -datedJA4M, signed and
sealed -by, Idahnis Orte est r" revised oft,02/15.aO16)
ga, P. E (r
br_fbcthek`BrenZeLand14gh*r aadesofCapCoat*dRWP`VC`1E xterim
T as tor Wmidows.-aud Doers"dated 00/15/167'oqx* ng on,,04/1&X
1 IhEouoi2 lof 2l,prqni*dbyma=hcturer, dated l0./05!.l5an&bst revised on VA-4a'' 1, signed and sealed by
r Md PreS jMJ(AoadingP'
'Yele'r si _e _94
reportL On 1 Unifofm Stafir_Air,PrM= Te$L, M FBC, TAS'V _#4
7. Test 2
6-Natke, of Acceptance No� 1"712.03 issued to: ENERGI �enestrabonSduhm USA�
A- Lym holer, P. E., bea sing the Mii�-Dade. comty Pioduct controt Ite Nision stn� V wiffi &e igotim o f
6) Famed Enhy led� perMC TA-5.2024A
1
mpactTestperFBC TAS".101-94
I
Rigid P
bc� ft - ther 'White, V Ctxterior Extrusions for Windowvand Doors- dated,
Acceptance numberand orpirationdate by the Nfiami-Dade, Czunty Product ContrdSerfion.
I%IBSHX IWACT P,*-M, 'G! SmfflAftsik
1 1 -d
along wi ing., do".prepare
iftinailmd-,up drawitip and iristaffifim d* = cf%iilyl slid" &n
3) Cyclic Wmd Pimme Loading JAS 203-94
per ik
08/10117, expiring on82J2$48_
larr nd hopact Rmiftsat
OyFenestration Testing Lab, Inc-. Test Relyort'Ne-FTL 9546,-dated 1 IM&'15r *xd and,
along vAthmariced-up dmwings-and hisWiation diagram oftmylshdmg gbss doar�pFepazed
7- Test -rqx)tts No(s). 10-D02-792kAj 10-06-MD527, 535753-09., per ASIVE-K
Limitations.
1 . See tab ke 1 (sheet D and table 2 (shftt g) fbT apoicabke SGD mvit sizes� design pmzures, reinfamements.qTes.,
Sealed by ld2lMiS Ortega, P_ E_ (Test on 0 110446 an . d ODUM16)
by Fenestrafion Test ing Lab- Inc-, Test - Rqxxt Nu..Fn 6639 (=%iles A-1 thru A-22), dated
ASTAM 1929 and ASDM-63 5, msued by EXOVA to Vizion Extrusim for cdUlosic
glass t�rpes, sM dwr (see tables B-1 &B-2,sheets 7-S) md�anchorkyoul; sheet& mquiremem in 11 duul6-
per
3, Test report: on l)AirInfiftmtionTes;(.' FBC,TASM-94
11/19110, dgned and sealed by Jorge A- Canso. P, E_ (Suhmfi*d-vndmrN0_4 Ar&.tl-
materiA
2. Rigid 1X'hi*.1rVC, Tan(Nva-white) Rj&-d PVC widBrovairoated (Painted or laminated) vdW* Rigid FVC to be
labeled pe:rref&e=edN0Xs mquirenumd&
2) Uaffom Static: .4k Pressure Test, per FBQ TAS 202-94
3) Water Re&tnce Test, per FBC TA4S,202794
0107 04)
8 Test report on 1) Air Infiltration TeA. FBC, TAS 202-94
per
(,Submhud under X&A A'& 114M, #4)
s- Notice ofAccelitance NG 14-0916. 11 imed to Kuraray Auwrka, Inc. for flm�r
3. 'EgresrS (;peMble&Cr�r mint c4m*y vnth mm. clea wiftorlitight perFW setpurement as appl=*le,
4) Large Mm&-.I m.p2d Te ' st per FBC, TAS 201-94
2) Urdfi= Statk Air Presme Tea, per FBC, TAS 202-CA
'Seau3pGlasil (Clear and White) luterhyer;'� vqirig on 071"11-8.
4. PGcket walls =der separate appan-A to be -revievwedby Buildingofficial
yclic WuidPr� Loa AS 203-94
-5) C ad *MFBCzT
-94
3) Water ReSil2l]Ce Test, pff FBCJAS 262.
9- -Notice ofAcceptance No. 16-1117.01 issued to Kurmay Amerka, Inc, for their
L�ABHMqG Each unit shall bmr a permaumi label vith the maaafaoux&zAatne or logo, city, state an d series and
-
6 Fomed Entry TesL *FBC, TAS �202-94
4) Larr Nfissile liqpct Tf st per'FB Q� TAS,- 2611-94
'TraAffelt Ultradear, Clear and Color PT+B InterlaTerf on _07/08/19.
along, with =irWd" drawi*'M9 installation. 4#
,gram,of%*1sMjng glass, door prepa0d
5) Cycfic Pressure Loadingper FBC TAS10-04
urmd
'�l
RF_NTW,ALof thi�NOA be cauddieredaftera serieVol 9MUcation has been U
Jedm4fterehasbeemno
byFmesU*imTWzgLab,1w Test Rtp0dNd_FTL8547 dated 12"15, *iedand
6joMed Entry Trsc, per FBC, TAS
-STATEMENTS
change in the appikablebuilding code negatively affecbqSthe,pejf=v=e of dfis product
seakd�,y"ld2biis0rkgaP.E.,tTe6l-reportiiviwd.,OnOV15il6
along withmailm-d-up dmwings- and instaUation diagain of vinyl did*.g]Assdomprqmr_d
L Statemea letter oftonformance, with FBC-.Rfl1Ed1don (2014) and lFBC-60tdition.
TERNW, QMON of this NOAvnM c"c"t af ter the expwatian d�ror if th e has beem a re. um-ina or change in the
4-1 Test report aft 1) Air -InOtMion TM, per, FBC, TAS 2(2-104
by Fenmtration Testing Lab, Inc, TW Rqxmt We- TTL 63 3 7 (saniples A- I thru A-5� dated
(2014 issued -by manufadurer� dated 0&'14117 sigw� & sealed by Lym MAler, PE-
mate� use, a*a . dformainsfiwtueaMeproductor procem- Misuse oftitis NOA as an endoumment of any pro&M
Uniform Statr- Air Piessmr- Test= per FBQ TAS 202-94
0, signed and sealed byJarge A- Causo, P. E. (Submh*d under A'0.4Na..t1-
2- Statement letterof no fmxwial intereA - dated MI&I 7, isst� by mmmficturer, so�
fbr sales� advertising or any o9wxpuVosA;s,shal1 autornaficanyterimna* this NOA� Failuxelo, comply with any
.3) Waw Resistawe Tes(_ per FBC, TAS 202-94
#10709)
& se2led by Lym Millff P-E,
section of flaiz NOA sta b e caaw for terminatim and fleDIDVal o MO&
4) Ixg Ms9&.ImW Ted perFBC= TAS 201-94
1 Lettffof lab compliance, put oftheabove test reports.
Am T_RTBEA�N-T: The NOA numb ex pm eded b y die wor& Miami -Da de Cow aty- Floru* za d fo flow ed by. ih e
5) Cyt lic. - Wind Presitife Loading per FB C, TAS 20 -94
C. CALCULATIONS
4. R-ER-. TW PnpDW No- IT-0397- dated-05MS117, signed by Ishaq Chmda, P.F-
explimondat.-MaybedtqAayedinadvwtmm bterahze- ltanypooknoftheNOAisdisphiyed, then itshallbe
ff
-6) Famed Entry lest, per FBC, TAS 202-1A
-20
L Axchorved-imtioacakigat'u=;nd:stuctumlmiabnsis ouipplying with FBC 14,
done in its entirety.
A -up dia iwallation diapm of vinyl Wing glass dwpmpared
along With Inalia vangs and,
Oared b yPG dated 1249(1540.�ag=&ed ou0l'15tM mped:andsealed by
G. OTHER
INSPECTIO'N-A cD of this entinNOA"beprovided-to the-userby-&emovitaduver or its d0abntm-aAd
byFenear 549 dated IM4115, signed -and
4-m-TestingLab Inc, Test-R, *tNo FTL&
,
AntonyL� Mill", PE. (SvbwhW underN0.4lNe. 15-121 OA!�
1, NoticeafAcoepta=Nc.15-1121a.0l,is�. toPGTIndustrim for their series
officia
sealed by' dalhis Ottego. P_ E_ (Test tepw mvised ou.011"16 -and 02A 14 6)_
.2. 'Glazigg tompUes WiLb i3O 0-0-9-
'5570)2770" Vinyl SAding GhnlMor(Reinforced) -L.WX" rViing,on 04,114121-,
This NOA revises & reurm- N-0.4420-0429.0 and consists af this page I and elidmctpages, E-1, F,2,,E-3, &4�
Z4,t,),
E-5 & rA as well as approval &wument mentiaged abow-
The subaufted ckcarnenlatiori was rrvw" by lshaql Clma&4 FE.
BU!11 akxk",RE.
I*xq I Chay.dit, PX.
JAzq L Clsx&, PX.
(D
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Product Cono-d U-Ait Superrisor
Product Control Tihit Supenisor
FtGduct Contra] Unit sup"wr
__& 0
NOA Nv, 21-0205.03
NOA N16. 214105.03
NOA No. :1 -0 2 05.93
NOA No. 21-02 05.03
N
ExpiratiouDatat Aprau,2026
Ex*Mdoubi#at Ap;il 14,2024
Avprorgthik� MArCvz,:,20!1
F-viairation Date- � �A U14,!424
Affrov-alDatw' Xurek 23, !021
Apr!114,2426
ApprovilDste. XUr�h 25'j2421
C= M
X
U_
P�ge 1,
E 47
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6
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PGT Industies, lui.
C GFWmdows and Doors, Inc,.
PGTIndustriesJur.
I
0_ -0
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NOTICE OF AC CEPTATNCE ENIDENCE SUB MrrTED
NOTICE OF ACCEPTANCE: ]EVIDENCE SUBWrTED
NOTICE OF ACCEPTANCE: EX-MENCE SUBAE[TTED
0 0
2. E-ddeuce, Submitted under pmions submittal
Ei ALATE-RIL4LLC-ERMC.4,TIONS(confimt)
3. New EAdenc* Submitted
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0 Uj
A. DRA'"MiGS
E
5
IA_ DRAWINGS
1. Drawing No. MD-5570.0 RerB� tided -Vinyl Sliding. Gba Dox NOA W% sbxts
1. Drawing No- AID-55770.0 Rev B, titled' Vjn)4 S&JjUg G�WLDOGf NOA (JW, SbedS I
I throuth 21 of 2 1 � prepared kv mmufacturer, dated 10/05/15 and last revised on
through 21 of2l, prepared by manufacturer, dated 1065A5 and last revised- on 02101 �2 L
04t22120 signed and scaled by A- Lynn NEWm RE
6. Quanex, Part aymplying with ASTM C518 Themial Conductivity 2-2—) BTU -in/
signed 2ndsealed by A- Lynn Miller, P.E
hrAF-0F.- AKM F 1249 WVTK-Pass, ASIM D 1434 Argon Pem=cePas.% AS'IM E
.
Note- 1his revmon -cmsistsreplacemerit ofsame existing installation samwifliflat head-
B. TESTS
21189 I-G- - Pumbility-No Fo& AS IM E 50 Dew Point Development -2201F in 48 bo-
1. Test reports ow 1) Air Infiltratica Test, M FBC, TAS 202-94
(SWbwkted an der A10.4 No. 1 "40.05).
2) Un&onn Statm Air Premm Test, Loading per F I BC, TAS 202-94
7- Vision Exhusionr�, Ltd - Parts cornplymg with PVC-AA.MA 303-13-- 17bhugary Specification.
B. TESTS
3) Water Resistance Test, per FBC, TAS 202-94
for Ri id Poly �-1 Chloridt-(PVC) E�xt� Profiles for Vi4um Daus� Ltd,�VEX-1 by
gi
L, Now-,
4) I..arge Nfissile lWact Test per F I BC, TAS 201-94
AAMA]Fenestrat=EuetwPioMeCtdTtcgwuPmgmtm(SitbmgWnndzrNO-4Xo 15-
C6 CALCULATIONS
5) Cyclic Wind'Pilessure 1A)Adi4gper FBC, TAS 203-94
L. N
along -with marked -up drawings and instaMtion diagram ofall PGT Endustries, Inc
8- Vision Exftwions, Ltd. Partscoin I with PVC-AAN1A 30343-
reptesentative,units listed below and tesiedto TmWDwwsR 791 and Dow -,A 983 Wicam,
(SafiridVed under NOA Aro. 15-940. 65)
'E
CD
prepared by, Fmatration Testing Laboratory, Inc-, Test ReporM No-
Volun 'fctR*d Pobniqyl Chknde (PVC) EVerior
9- PVC-AAMA 3,03-43, tay Specifiation
D. QUALT1YASSVRA_NC
C_
FTL-7897, PGT PW5520 PVC Fized Wmdaw (und 6 in WqxrA dated 09/03,14
ftfiles for Vk;im ExftU4sjofL% Ltd_VEX-1 by AAMA Froestratwin E3deribr Profik
1. Miami-Dade'Depwtment of Regulatozy and Econoinic Resources UL -
X )
U)
FrL-20-2107 1, PGT SGD780 Ahw== Skdmg Glass Door 6;�[ 7 in pmpm� M-20-
Certificationpipgram.
2107.2, PGTICA740 Ahmi Outswiq Ca�nt Vmdow, (unit 8 in proposal) FTL-20-
10- Notice of Acceptance No- 18-1217.14 issued to Em# FenmWation. SohtioA USk Inc- for
E, XXTERLAL CERTIFICATIONS.
21073, PGT PW7620A Ahminuin Fhmd VTmdow (unit 9 in Kopos� and IFTL-20-2107.4,
their -ran 3040 & light ihade (non-White) White Rigid PVC Exterior Extrusions for
-Whidows,
L Notice, of -Acceptance -No. 19-M5.02 ismed toKuraray America, htc.,fortheir
>
PGT PW762-GA Aluamura Fnwd Urindow (unit 10 m pnposal) dated 07113 M_, a signed
and Doorr, e4iring on MiMl.
"Trosifowl UWadlear. Clear, and Color PVB Glass lnftrhye�, oquing on 07/08)24-
0
and sealed by. Idalmis Ortega� PjE_
11- Notice of Acceptance Nd. 18-0122.02 issued to Energi Feaestratim Solution, U&k hw, for
2. Notice- ofAooeptawe No. 17-080&02 issued toKw-aray AmericaJar. Zortbeir
>
their Series -Ulfte Rjgjd PVC Eltenor Extrusions for WbdoyMand Doors7" MPW an
ffsentiTclass, (Clear anavviteyGiin intminyere, coiUMI
-
CDL
C. CALCULATIONS
02)28P.3
3- Notice pfAcceptaftceNb.. 18-1106 1 0 issued to vision Extra*W L&dted for beir �,Tlvvru
I I
0
L Ancbm veriftmon cakmiations and, structwal analysi&,roqp�ying with -FBC 7&
M Notibee of Acceptance No. �2"203.03 issued to Ener-p Fenestration, Solution, USA� the- -for
Rigi
Coxwd (Painted or Laniinated), VO d* -4 PV C Exterior Extrusions forWindows
Edition. 02020� dated 04/2Y-)G, pwpared by and sealed'by
their -Byonze & right shade irvated Mike Rigid PVC Exterior Extrusions for
cap
and booW* ' MqMMg Oh MOV24
0
AuffiquyLymn MAerP_EL,
Wwdows and Doors-, espiring on W16Y215,
A- NoWe ofAcceptance No. 19-1100.11 tsued to Vision; Exftusions Lfinittd for their smes:
=3
2- Gb=g cornplM Wth ASTME130"4,-#9,, -12 and -16.
nT 1000, Tan 202 and lighter shad&'(K Rigid Celinlar PVCF-tterior
_0
D. QUALMASSURANICE
F. STATEMENTS
Emm =ns for Whidows and- Doors�', o4nnag.: ion 11MM.
0
Miami -Dade Department of Regulatory and Economic Resowrres XM
1. StattinElIt letter of C011fW111311M 10 YBC Mdan (7-020), dated W-2120, issu� by
mmi[achirer- signed and seakd by AnthoqyLynn MiKer, P.E.
F, STATEldENTS
E. MATERIAL CERTI]FICATIONS
2, Statenient letter of no financial interest and of independent, issued by, mamif2duver, dated
L &atemerit letter of confonnance to FW 7' M"n (2020), dated 0110M1, issued by
1- Notice ofAcaTtance No. 19-030-5.02 mied to Kuraray America, Inc. forttwir
.
0411 8f20_ signed and sealed by Anthony Lynn Miller, P _E.
mamifhatzer�, *ird and se" by AuthwyLyzm Miller, P�E.'
"Tresffult Ultrwlear, Clear, and Color PIVB Glass Initrlayerf', exp king -on
3. Pnv2k L*wJmg Agreement docurnent between PGT dated D31301-15 and qpmd by all
2- Pm -ate Labeling Agreement- dated G34090-1 between PGT Industries, Inc. and CGI
mvoh4ed parties.
Wind and Doors Inc., signed bt on bew of
y Dean X Rvadi� PY-, V,P. Eq4krerin&
2. Notice ofAcceptance No. 1748MI issued to Kuraray Amaica, Inc., fortheir
"SentryGht4
both minpanies.
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(Clear and White) Gim Intej la ivrf expiring, on 07Q4/271
OTHERS
n
3- Notice of Acceptance No. 19-11 061D issued to Vision, Exhusions Lin*ed -for ffidr
'�Brown
1. This NOA resises __N0.4L# 1L7-.,Q420.,06(PVT-w/0G1) and updates toYBC202-0 (7-*Effition),
G. OTHERS
Goated (Painted or Laminated).White Rigid PVC Exterier Extruskus
-
eViring G41201-
1-- 1his NOA revbes & renews NOA# 20-04!!9.05 (KA-w/CGI), cqyiflag OV14/26,
f" Windows and Doore'_ expiriW on 09130124
2- RER Test proposals, #W1 1555 dated 01110,n-0 appmved- b q1_ ChandkPYexpidng
y Isha
2. 1he ement nwaged PLA CGI fite #21*205,OL o*ing. 04/1*26.
4. Notice of Acceptance No. 194106.11 issued to Vision Extnuims Litnited for their
"'14121
UJ
series "WE 16H Tan 202, and lighter shades (Non -White) food CeRmlar PVC
Exterior Extruskns; for Windom- and Doan-, expiring on 12J20-1-
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SHEET
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May 27, 2022
PA 1.3
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MIAMI-MIAMI-DADE COUNTY
Rolnuls
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PRODUCT CONTROL SECTION
Cast
-Crete USA, LLC
Cast
-Crete USA,LLC!
Cast
-Crete USA, LLC
(D
co -0 CL
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
_40 (1) a)
BOARD AND CODE ADMINISTRATION DIVISION MiamL 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
CY) 0 a Cn :=
= =3 co -co cn
NOTICE OF ACCEPTANCE (NOA) MM.miamidadt.joy/economy
1.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209-12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903-03
(D -0 0 -0
= 0 0
L_
Cast -Crete USA, LLC
6324 County Road 579
A.
DRAWINGS
A.
DRAWINGS
A,
DRAWINGS
0 C) C 0 .3:
C: 0
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast andPrestressedLintel Details", sheet I of 1,
L 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 —
— M
prepared by Craig Parrino, P.E., dated March 24, 2003 andDrawing Alo. LT4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 andDrawingNo. LT4612, titled "Cast -Crete 4 ", 611 & 12
0 .-
W Co 0 >
-0
SCOPE:
"Cast -Crete 4", 611 & 12 " Lintel Safe Load Tables" sheets I through 3 of 3, prepared by
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I
Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all
E 0
(D "
This NOA 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 dated April 28, 2003 both
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
prepared, signed and scaled by Craig Parrino, P. E., an 08119114.
U) cn CL
CD C)-
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P. E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P, E., on
40
Co A-4
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
F
(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
Vnfldled Models, total of (13) concrete lintel specimens, per ASTME-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 Aro. 3 0404A dated 04110103, signed and
1. None.
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14 236,
le
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Haman, P.E.
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, RE
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
1. None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C.
CALCULATIONS
D.
QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Casi-Crete Lintels, dated 05129103, 207pages, prepared by Craig
D.
QUALM ASSURANCE
1. By Afiami-Dade County Department of Regulatory and Economic Resources (REA).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1. By Mami-Dade County Department of Permitting, Environment, and Regulatory Affairs.
2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140pagesprepared by Craig
E.
MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrinot, RE, signed and sealed by Croig Parrino, P.E.
E.
MATERIAL CERTIFICATIONS
1. None,
Zone of the Florida Building Code.
L None.
DESCWTION: (Cast -Crete) 41',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,
1. 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
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611 & 1211
2002.
1. Letterfrom Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parrino, P.E., certifying compliance with the.F7orida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last
z Cast -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 IMPACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
A�
DRAWINGS
IABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1. None.
B.
TESTS
County logo.
"Cast -Crete 4", 61' & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
1. None.
RENEWAL of this NOA 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 datedMarch 11, 2008.
B.
TESTS
C.
CALCULATIONS
W
change in the applicable building code negatively affecting the performance of this product.
B.
TESTS
1. None.
1. Xone.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1. None.
C.
CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
1. None.
D.
QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
C.
CALCULATIONS
1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER).
MJ
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. hy.Miami-Dade County Department of Regulatory and Economic Resources (RER).
1. gone.
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 CERTIFICATIONS
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.
L 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
atz/
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Heliny A. Makar, P.E., IVLS.
J
4,77�lmy A. Makar, P.E., M.S.
.4�_
/eiMelmy A. Makar, P.E., M.S.
1� lkzj��
A. Makar, P.E., KS.
W
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P - __
--tion Supervisor
Pro(ruct Control Section Supervisor
Product Control Section Supervisor
(y)
CIMW�UMAVMIM�EWONTY &-� �. NOA No. 20-0630.15
Expiration Date: 09/11/2023
NOA No. 20-0630.15
Expiration Date: 09/1V2023
NOA No. 20-0630.15
Expiration Date: 09/11/2023
NOA No. 20-0630.15
Expiration Date: 09/11/2023
C= CL
0-
M
CID X,
U_
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08120/2020
Approval Date: OWW2020
-0
0
Page I
E-1
E-2
E-3
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Cast -Crete USA, LLC
Cast -Crete USA, LLC
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED
>
0 LLA
7. EVIDENCE SUBMITT`ED UNDER PREVIOUS APPROVAL # 18-0424.04
9.
NEW EVIDENCE SUBMITTED
A. DRAWINGS
A.
DRAWINGS
1. None,
1. None.
B. TESTS
B.
TESTS
1. None,
1. None.
C. CALCULATIONS
C.
CALCULATIONS
1. None.
1. None.
D. QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (WER),
L By Allami-Dade County Department ofRegulatory and Economic Resource's (RER).
E. MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F. OTHER
F.
OTHER
1. Compliance Letter with the Florida Building Code, 2017 Editior; issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
U)
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, K
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 andPrestressed Lintel Details ", sheet I of
>
L_
CL
1, prepared by Craig Parrin o, P. E., date d March 24, 2003 an d 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, lost
revision dated June 1Z 2014, all signed and sealed by Craig Parrino, P.E., on
January 22, 2019.
B. TESTS
0
1. None,
C. CALCULATIONS
1. None.
C/)
QUALITY ASSURANCE
(10
M
L By Miami -Dade County Department ofRegulatary and Economic Resources (REP).
E. MATERIAL CERTIFICATIONS
1. None.
—0
F—
F. OTHER
L Article of Conversionfor a name change.
0
L_
W
C)flelmy A. Makar, P.E., M.S.
r/ Ifeluty A. Ma4mr, P.E., M.S.
<
Product Control Section Supervisor
Product Control Section Supervisor
Z
NOA No. 20-0630.15
NOA No. 20-0630.15
a
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
<
Approval Date: 08/2012020
Approval Date: OV20/2020
--I
E-4
E-5
0-
SHEET
NO.
May 27, 2022
PA 1.4
W�l lnonlrimwluTwrvwlm"nlqlmlq"vn-mnw -
I I L I IE C:__�\
0 INC.
TILLIT TESTING GL ENGINEERING COMPANi
-
WATTER A. TILLIT, JR., Pi. tiltcro@wl.com
FLF. .LiI=I..�I�,
,
, C�L!.M,W0671y
PRODUCT EVALUATION REPORT
REPORT NO.: 2&0720.01
DATE: July 28, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY: Storm Panels
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
Glabal Protection Products LLC,
4800 S.W. 51 Street
Davie, Ftodda33314
1. PURPOSE OF EVALUATIOK.
This is a Product Evaluation Report issued by Waker A. Tillit, Jr., P.E. (system
ID # 1906) to the Global Protection Products, li Rule Chapter No.
61 G20-3, Moth od I D of the IF lo ride Depa rtmen t of Bu s I ness and
Professional Regulation.
This product is baling Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions
2. EVIDENCE SUBMITTED.
2.1, PEtODUCT F-VALUATION DO -
CVMENTtREM�).
Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELII,
sheets I thru 26 of 26 prepared by T'ifteco, Inc,; signed and scaled by Walter A.
Tillit, Jr., P.E.; dated 07i2812020. This drawing Is an integral part %Mls
Evaluation Report, "k0l IP01%,
0�0� 0
, tp;, A. r/� ,
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- -*1 - " 00E)Voe ,., I "
1�__:E_�_�3�_�_.,--,, No. 44167 . I
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7/ 4`/-'--t,4 _." -* I
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6355 N.W. 36th Street, SiAW 305, Miami, Florida 33166 - Phone: (305) 871-1530
PR0DUCTXvAL 2
2.2. TEST REPORTS;
Large missile Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 0911 8/1996,
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Mocl
P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
# 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada.
P.E. and Henry Haftem, P.E.
Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
signed and sealed by Frank Grate, RE.
2_3_17BUCTURALEN INEERINOCALr,UILAI[ONS,
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and In accordance with
section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
dated 11103100 and 0311211 5� signed and sealed by Walter A. Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE.
Large missile Impact undersection 1026 of the Florida Building Code, as per
TAS 201 Protocol.
4. WND LOAD RESISTANCE:
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall beas 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, 11,
14,15,17,18, 19, 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176,
. INSTALLATION,
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 10 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. 2D-176.
,,owilliltifyow,
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M0!UCMZYALIUA1T0N REFOR1 NO, 20.072s.0i 3
6. MATERIAL CHARACTEMMOS-A
.ND.SPECIFICATIONS:
Shall be strictly in accordance with General Notes and Components Indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (P.E.D.), dnewing No. 20-175,
7. LIMITATIONS AND CONDITIONS OF U
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thrul 1 6, indicated
on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-1116
prepared by Tilteco, Inc, and signed and sealed by Walter A. TOR, Jr., RE
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. Tillilt, Jr., P.E. (Florida License
No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
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oil TILTECO, ADMON RECORDS I. P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS. LLC � 20 GAGE
GALVANIZED STEEL STORM PANELk DRwG 4 MI 76 � REPORT # 20-0728.01
/fltl_r___T %
I ILI ECO IN
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TILLIT TESTING & ENGINEERING COMPANY
WALTERA. ULUT, a, P.E. PRODUCT EVALUATION REPOR filteCO&LO). COLD
1 'I'FLPT U-14.4467
CA,U�000019
REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY-
Storm Panels
PRODUCT NAME;
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: Global Protection PMAur,lfi- LLQ
4800 S.W� 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATION.
This is a Product Evaluation Report Issued by Walter A. 7 illit, Jr., P.E. (System
10 # 1906) to the Global Protection Products, Lli Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
Professional Regulation.
This product is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect Its limitations and conditions
ENCE SUBMrrT
Z1. PRODUCT EVALUATION DOCUMENT (P.E.UIL
Drawing No. 20-1 75, titled *24 GAGE GALVANIZED STEEL STORM PANEL',
sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P-E,; dated 0712712020. This drawing is an inte go, r f�?§Q,, is
Evaluation Report. , 1,
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-_�_7�-J-t-�-:44167 "
7/1_;e_A__*Z_-1_ , * .: *
6,355 N.W. 36th Street, Suite M5, Miami, Floridh33166 -Phone: (305) 371-]IW,�Qtkt_
� ,Oi-1531
]PRODUC]'NVALLATION REPORT NO, 20-0717,02 2
22 EST REPORTS:
Large missile Impact load'tests were performed under SSTD 12-99 standard as
per section 1609,1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
Lab of South Florida, Report # 0814.01-01 dated 03111[02 witnessed by William
R. Mehner, P.E.. Boi Moroz, P.E. and Henry Hattem, P,E. and Report No.
0219-01-09, dated February 25, 2009, signed and sealed by Edmundo
Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated Navembei-23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
Tensile test report No. 9CM-198 by QG Metallurgical, Inc., dated March 13.2009,
signed and sealed by Frank Grate, P-E, as per ASTM E-8 and Tensile Test as
per QC Metallurgical Report No. 10KILA-13118, dated December 1, 2010 signed
and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
. STRUCTURAL ENGINEERING CALCULATIONS:
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by TIlteco,
Inc., dated 12/18110 arid 08127113 (for this revision), signed and sealed by Walter
A. Tillit, Jr., RE,
3. MISSILE IMPACT 1,ESISTANC-E-,
Large missile impact under section 1609,1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201 �
4. WIND LOAN RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 3, 9, I 0, I 1,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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5. INSTALLAPON:
Installation shall be performed strictly in accordance with details indicated on
sheets 3thru 8, 12 thru 18 of 18, of Product Evaluation Document (F.E.D.),
drawing No. 20-175. Minimum separation to giats shall be as indicated on
sheets 3, 6, 13, 14, 1 5, 16 and 18 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
$.,MATERIAL CHARACTERISTICS AND S ECIFICATIONS;
Shall be strictly in accordance with General Notes and Components Indicated on
sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing NO,
20-175.
Anchor specifications shall be as indicated on sheet I of 1 8, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7. LIMITATIONS ANID-CON-DITIONS OF USE:
7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
prepared by Tilteco, Inc. and signed and sealed by Walter A- TIIIIt, Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code,
7.3. Product shall only be Installed into poured concrete, concrete block, and
wood frame structures,
Product Evaluation Report prepared by Walter A. Tffllt, Jr., P.E. (Florida License
No. 44167), President of Tifteco, Inc. (Florida CA-000671 9).
WATILL
D'I TILTIECO ADMON RECORDS % P. E. REPOR
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GENERAL : COMPONENTS FOR REGULAR & LIFE SAFETY S 1/4, 2/4. 3/4. 4/4� 5/5. 7/5, 1 IIIIIIIIIIIIIIIIIIIIIIII
. snmL mm BAN= DUSTING WALI_ ANCHORS SHALL BE LOW 04OUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. IW110 2W/10, 3W/10, 4W/10. 6/5
0M - 03) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2=1')
I. STORM PANEL SHOWN THIS PRODUCT EVALUATION DOCUMENT (P,F0.) HAS KM VERIFIED MR COMPLIANCE IN ANCHWAGE SHALL RE AS MENTIONED IN 9.1) AND IN B.2). - ____________IS,I"- (TOTAL WIDTH)- ----------I -------I3.I96' (TOTAL WOTH)------- 5W/1�, 11i & 7W/11
ACCORDANCE WITH THE 2020 (7th EMKIN) OF THE FLORIDA OU40NO CODE. (C) ULZMZMIG_V)=_1M2L.5I!E= SMIM G - a 55 MIN)- 1 .___ ----12.500, (EFFECTIVE WZN]L____ ___ � i —1 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 15 & 9 r MAX
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COM - 1/4-07APCON ANCHORS, AS MANUFACTURED BY 0.1N, RUILOO. INC. I I i _ZI: MAX__
1 L_-----,5 1/4"---------------, I � 250'--------------------! . FOR WOW SEE SECTIONS ON SHEETS 10 & 11 -_ I' Mx7
FOR A WIND SPEED AS REQUIRED BY T14E JURISDICTION WHERE THESE SNUTTIERS WILL K INSTAILLED AND - #1�10 PANuMATE FEMALE 10 AND PANEIMATF PLUS ANCHORS, AS MAILWACTURED BY EUDD CONSTRUCTION PRODUCTS� . � I : I WK i
FOR A DRECTGRAUty FACTOR Kd�028- USING ASCE 7-16 AND SHALL NOT EXCEED THE MkXIMLIM (A.S.D) - 1/4-# LAG SCREWS PER ND�S. 1 [-I�3�0- I..VO* � � �5w 1 1 � Soo* �
I "?G -I k , i. - � 6 0 0
I - � I ,
- I/IWO � 5/r WOOD ING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECLALTY CO, I /\ . I _� I . . I- 0.03r INN. THICK - �
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THITU 12, 14. 15, 16. It A 20, am . I I L I � ____ -_ 1. rkwmw STEM Ilk, D.M & r- --"--,----�---T--7/!--7T--'.-�--'--'I _17-7-7 I ------ F--
IN ORDER TO VERIFY 'ME AM CONDITION. ULTIMATE DESIGN WIND L04DS DETERMINED PER ASCE 7-15 - \ �, _� i "(I), 01 @ + "
" , 1\ ASTW A -SW . -i 1__7_ -,--,.--I--
,� - CROVE 50 M ,�So � I � I I ! ! T � I ! ! I , � C114
/I - \ >,- �-- , tAIL I I I I I c=
SHAM BE FIRST REDUCED TO A.tD. DESIGN WIND LOADS En' MULTIPLYING THEM BY ot 04 ORDER TO C� 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHAU_ BE 1 1/2' AND 2' FOR ELGO PANWANTE PLUS , , N /J:--l-.1i�_ ��N'l I
AND PANUMALE FEMALE 0 �Ie_ - 0-030, � N 7 H I
COMPARE THESE W/ MAX (�SO) OEM PRESSURE RATINGS INDICATED ON SHEETS 7 THEN) 12, 14. 15. Ia. 19 At 20. * 2,657" C04YANM W- �/ zaw, "! EDGE— / I ,
_THR '% 140 MREADED - \ GW (�)�, @-@ . @ , , , / " _0
0 i
1. ' _7 I
I 2-C W ,2 " N I _' (D
C-2) MINIMUM WED PENETRATION OF LAG SCREW, IWO THE WOOD FRANC UNIT SHALL BE 7 1/2 2.0)01 1 TYP. ASIM A-4 ,
IN ORDER 10 YERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OYER STRESSED, A MR INCREASE IN ALLOWABLE A, I BRUCE 50 M WYALL �y I DIETAIL,�J I 1 �-. �
STRESS FOR WIND LOADS WAS fiaL USED IN THEIR ANALYSIS. FASTENERS SPACING To WOOD HAS am GEIERMINED IN PENETIRATM INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TNRE4DED PENCYRAPON, I EDGE G�_80 CA �=, - � / / 0
ACCORDANCE WITH N.D.S. 2018L C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, LNM WOOD SHALL BE AS INDICATED IN THIS DRAWING 1111TAIL A 4&V _ ------ - > I 48Z / I � > 0
---------------------------- I / / - 4- 0
STOW PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCt WIN SECTION 1626 OF ; I _� _H___ ]_ I I I i � A I 5 L_
THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING ING. REPORTS 06-S69. 96-570 8: 95-W ARD C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8-. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM -1. - � I----- M
FENESWTION TESTING LABL INC,. REPORTS 12032 & 42126 . AS PROTOCOLS TAS-201, TAS-2D2 AND TAS-203. SHOULD STUCCID EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. ___a.2SQ_ �=' _____ � __ --7-T - / - - - - - - - 1� i CL N
AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 002 1 9,01-02. AS PER TAS 201, TAS 202 AND - - f V - F-T-1...... �M
TAB 20.3 STANDARDS. C-5) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS� S=00 OR WOOD BOARDS BE FOUND ON THE EXISTING (1) STORM PANEL (9 END STORM PANEL / / , 1 j CL ><
2. ALL ALUIWNUIA EKTRUS04S TO BE 6CEL3,-Te ALLGY AND TEMPER. (UNLESS omiuwK NOTED). SEE SHEET 2, WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUC44 PANELS. � 2.187"- / /_ I------ I =:) CU 0-
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SRM_L HAVE 3105-H14 AUW� ANCHORAGE SHALL K AS MENTIONED IN CA). C.2) & CA) I i _"�'-311` _41�V - __ __ - -.- ., I/ - 11 4V 1 8 _71,
(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURM. 1___I , - 2. 1 ff7' 11 f 9-THT71,1� -
PANELS - - - W
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GRACE: W"M M 60 '_�_, 11 _61- -----,-,----] .125, 4"020. 1/4*0-20. .1,2�: '&� - - IiDLT& PI&ELS�Iil Ij4 -26. ___ I 9 -a "
W/ Nii^_�MGE - -, I i - �100' - UNBOLTED 1-1 ,, 1
4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIM A-W 50 U , G_ ��'s no UP 1-1 - F C N -C
C-NLYMIZED SIM DESIGNATION w/Fy. 58.3 kal (AFTER ROLLED). 8. PANELS MAY ALSO BE INSTALLED HOWONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TKIMCH 10 (SHEETS 4 - "Sw iloo, %'S - �.750` r- %4 SD4 .� ,\,
____ � - "' i-SI STUD RVEmED 5. 5`UQ � 11 I
I
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THROUCH 6) EXCEPT THAT HEADERS 0) & CD SHALL NOT BE USED. ' It a . TICORM ,7w- (SEE SECTIONS AS I �N - - J.;�NIA BOLT W/ 7,W . 3/32' ;1 M :D M
"Go - & - I i i f , ANGLE 0 ARM V I -1 r --,,---I 1 0 EA OVERLAP
- - � I . - '� �'�,"O"
_7" - - I _LZ 12 1/2- OLC� ,2 ,)7' 1 ! (SEE SECTIONS AS APPLICABLE)
S. ALL SCREWS TO BE STAINLESS STEM 304 OR 316 AM BURIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT %�ALL BE ME RIESPONSLEAUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE S11U1TER ls To BE ita.w . lm, ; 6 'N �;
DIN 50018 W/ 50 W YIELD STRENGTH AND go kW TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING ��.G.- ! . ,093, - I I __T____I ______ . 5 C: -0 _;
241I.2L3.4_ ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOOD FRAME � 1� I 1 2. i I , I" I
�
,
BUILDINGS. - - M 1 093' 1 Z 000 560-ITNEEF E _U _Si)G` _L_ 11 ... � I - I __1_L_ _ � !I
i - - _11 25' � . SEE I _., �. - F.--l-Ir - .- , -_ (D (D
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6- DOLTS TO BE ASTM A-307 GALVANIZED SIM- OR AISI 304 SERIES STAINLESS SPEO, WIN 36 WW MINIMUM YIELD 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12*-4' AS 10 AND AiJET"TIVES awl . h�t .- I AB�3: _ , i I � .! , 9�9_ I ___J . - .6_7 A� Q)
STRENGTH. OW & LOW ON SHEETS 5� 6 & 12 RESPECTIVELY: SHALL HAVE A LEWX AND =CVn1ZK1SLEaMIW9NG& INSMUCTING OWNER OR i 2.1 �25' A a 375 I _ L__L!&:::, I� I / ED I$ a) -I- C
,
7 ANCHORS TO WALL SHALL K AS FOLLOWS� I - i JISO tr 5. 125" 'i� / I - ,
TENANT TO SECURE PANELS WITH APPLICABLE REINFORC04EW DURING PER)COS OF HURRICANE WARIWNG, I �4�0. ,V/� � I I I � I CA
- i _2W_ I I � � I . -
- � __ -- ------ � __ - I � 0- _r
M_ I i, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL S14uTTER OCIMPONENT EDGICS WHICH REMAIN IN CONTINUOUS CONTACT WITH t_. .111,11 - ___a, U..----- L-I.BDO _J L .W- I I - f�;
(A) QgMW-EMRM�S� . I Inu it � wl� i I ") -- <
-, 1/4*4 TAPCON ANCHORS AS MANUFACWED BY LT.W� GUILDEX. ING. (V,.. f'3122 p,.;.) THE WKDWG TO PREVENT WINDIRAIN INTRUSION. � " �
I I
- /4* 0 X 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT ING� (MIN. r1000 pij I METRIC VIEW DETAIL A 1,V / 1 2=00'�?K_ _2,OW-_-_' � i I , E :1
- 1/4,0 -W ANCHORS, AS VISMEILITED BY ALL POW SCREW, BOLT & SPECIALTY CO. 12, STORM PANEL INSIAUATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNM CORAIR 0 ENDS OF PAWL'S FULA. It D.M..(91@1@.__�9_ . / 11, I_ -- _Q� ---L __ -_ . ._______ - 3
J%3/*'SOU0 _41______11 '�i� ;U,_;-TJ_0__14_1,.M1__ 1�0;(c,
(Mi. -1000 P.o-) PROVIDED Err THE JURWICITON WHERE PERMIT IS APPLIED TO. END UP W1 HEMMED EDGE, - r.,\ Ny! �i 1_.__J - 0 6-
(0') "h" HEADER -if
- .Am (�) ANGLE (4 ANGLE WITH STUD @ ANGLE WITH t,
, 3: 6; -0
#14-10 PANDUAlt FEMALE 0 & PANELMATE PLUS ANCHORS, As MANUFACTURED ey ELCD CONSTRUCTION PRODUCTS- (N,T.S) 1_� UO � L,I � .
(Mw� f'3350 P..;) 13, (d) INS PROOLCT EmkuAnON DOCUMENT (Pzo') PREPARED By THIS ENGINEER IS GOMM AND DOES Nor PROVIDE INFORMATION REVERSE STU -_ 1/4, 2/4, 3/4, 4/4, 5/5� 7/5, I: MAX i
FOR A SIM SPECIFIC PROJECT, I— WHERE THE SITE CONDITIONS DEVIATE FROM THE P�ED. - - -----I WINES 3: = _� I I- 3: 0 Q
- IleW OF TAP-GRLP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORANKYN (f't-3600 9�.j_) � I . IW/10, 2W/10. 3W/10. 4W/10, 6/5MEH_ i � (V C: 0
i I SEE W. � ; , . -
3/4'; 2' FOR PANELMA7E FEMALE BASED ON INS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. e ,374' � 5W/10, 6W/11 & 7W/11 �
A-1) MINIMUM EMBEDMENT OF TAPCON ANOVIORS INTO POURED CONCRETE SHALL RE I (b) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTIGH. PWXW,SE AND tNSTALLATICN INCLUDING LIFE SAFETY OF THIS PRODUCT _=_ _A 1/14 e, 2/14 __ Ii-iMI"i .374' - .75W � � � � � > .9) ra
ID AND PANEMALTE PLUS AND 1 1/4* FOR OF TAP-=P ANCHORS. CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY. f T - . rIPPMEM f .Css- .- 4845^'. I � . 3:
. F I- 1390 1 � 1IW_. .188, 1�1�illlol �� 26' 11/4-0-20, 304 SERIES ----ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS$& 9_------- < � a) > :.= >,
A.2) CALK-14 & SOLID -SET M04ORS SNALL BE EMBEDDED 7/8' INTO THE POUR CONCREM NO EMBEDMENT INTO 1 i I t - r - I- � - Tk& SIM RIVETED To FOR WOOD SEE SECTIONS ON SHEETS 10 & I I '/1 (3) CL .0
SmiCOO SHALL SE PERMTTTED� 1/4' 020 SCREWS USED SHALL BE 1 1/2- LONG MINNUM SHOULD STUCCO DUST. I i W -:"7 - Ci
I
ED W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED fWAUO LF MODIFIED. 1_407'1� .375" �� � F_ I - f 1, Amets * It i/V o.c. I I '
� -
�
IC PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED 04MNM OR ARCHITECT WON WILL BECOME THE i I I , 7 I I. ! 1. 6 i ?A- , .1 ��, ,1� E c
ND I* MINIMUM MR WALLS WITH NO STUCCO. AND MAY HE HEADED SCREWS OR ALL THREADED SCREWS W/O HM. (d) ME SPECIF !n 1.8,7 � I -
BUT WITH WING NUTS. ENGINEER OF RECORD MO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE I ! i ,M. � 1.-43* 1 , 1-5 I bO_1 I NkL "
PROM USE OF THE P.E.O. FROWEER OF RECORD. ACTING AS A DELEGATED ENG94EER TO THE � 1,06Y , "015' �
i � I I I - i � ! �760` REGULAR STORM PANELS
A.3) IN CAM THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS. STUCDCI OR WOW BOARDS BE i I _WLg,-.M . � I& Q ELEVATION � :3 C: 0 .b...
FOUND ON IHE P.E.0, ENGINEER, SHALL SUBMIT TO THIS LATTEIZ THE SITE SPECIFIC DRAWINGS FOR REVIEW. i ' I I -1 L - I I
: EVERY PANEL OVERLAP �957' 1 ... J .01. ; 1711111." ---A
EXISTING WALL OR FLOOR, ANC ITS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH ; I - he, 065' t , � � N.T.S. . -
a,
AS MEN'TIONED IN A.1) AND IN A,2). (e) THIS PZO SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL - -= :13 I- 'a ;
PANELS. ANCHORAGE SHIALL BEHO 5 . . _� zw I
ENGINEER b� RECORD THAT PREPARED IT. i , -ITM.) .
-
7.CGO7 (�) KEY H= WASHER > 0 U) ,
(a) !Q1 2L.BU)Qi_W&1_A1[MS_-ftQ� 14. SHUTTER WANUFACTURER'S LASEI, SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM i 1/4* Max. GAP :5 FL I#.-
Qwwm: TAPOON ANCHOPIS AS MANUFACTURED ErY L I- W, SULDEX, INC� "" (R 3ZA* *r- IS= T FLAT PLATED
/41-. -1 r.?!�: r- "I- TRACK ANGLE 2�67*
- 1/4 . PANEL SHUTTER IN ACCORDANCE WITH SECTION 17094,3 OF FLORIDA BUILDING CODE. ONE LABEL � k.!;)
. 7/8' CALK-4N ANCHORS, AS MANUFACTURED BY DMALT INC� (MIN. V1501) pxl) SHALL K PLACED rOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17091.2 OF THE ! Dam* (ME0 I-094 WITH STU (AM OVERLAP -1 WOLE M440)
- 1/4-0 X . 3/4' SWO-SET ANCHORS. AS DISTRIBUTED Err ALL POINT SCREW. BOLT e, SPEMTY Co. FLORIDA, BUILDING CODE- I GALVANIZED SMtEEL -� - . Z44'# 'IA0011i"'t.ty, a 7 -,-- :
(MIN. f-1800 P,,I) I --i .A .,� I !
- riWDRANING SHAU C ! L !R
#14-10 PANSIMATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EM CONSTRUCTION --MK Ia- LONO I I 0 _i�� �:.!!4i# 1�/ lzvlp\ lqp\ 11 I
PRODUCTS (MOL C2071 PIA) 0',"0#NII0s�,.,Ii,, I 08TAN PERMITS IN THI I , �
- 1/4- 0 OF TAP-GWP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION 11 I F_ i � . IN- I ,,e ", \-T-/ I ,0 � I - I \--/ i
0, -\w ; .375*0 8*0 J676*0 J AF . _11,01
: fg1,P5,, k .. I MAk GAP , � A ... _..,
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. �1 , In:
9.1) MINIMUM EM aDMENT OF TAPCDN ANCHORS, ELCO PANnMATES AND OF TAP-G P R, IWO nit '..' * , i - I I No. 441i7 � " * i L -
R AW-40 NYC) TTHE A - - - - - ,/_�_ FLORIDA BUILDING CODE (Migh Velocity Nu con* Zone) ,3 a" % * . Z-\
BLOCK UNIT'SNALL BE 1 1/4% b "Oj 'I;'- -. f * - MTM mc, V.01 I I 9 --I f . * : . FLORIDA BUILDING CODE (NIgt V41001ty HU"ICCITO Zone) I 1 � . FLORIDA BUILDING CODE LHIgh Veloofffty Hu come Zone)
11 0- 4 .. S 20 CAM GILUVAMIZED STEEL STORM PANEL � i I -menlow = .. STATE OF 'cc t WHICH) MIM Me, pip. 15 1 . ""N", , . * S 0= ix=� INC, 20 GAGE GALVANIZED STEEL STORM PANEL ry.
82) CAIX-IN & SOUD-SEr ANCHORS SHALL BE EMBEDDED 7/8- IWO THE CONCRETE BLOCK UNIT� NO a " NO 4 187 I i � at. 063�j NICKEL � PANE-
: - L * 1123-- .1875, WIRC NUT t 1% - V4 -- 20 WE GALVANIZED STEEL STORM PA04EL bum W. I Jf No 44167 -. s.
INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE I - LONG UINO __r_CO ' - 5- 07/1012M - - I-. 1*1.' . Ato 11 _ 411-1 - __ - . . __ DRAWN W. -
1/2 AUM � U4 T <21M__________'� GLOBAL PROTECTION PRODUCTS, Ui (�o KEY HOLE ,.40 . -, * :*;
EXIST. AND IA MIRMUM FOR WALLS WITH NO STUCCO. Itl'.. STAT of - _". N � - CAM t-:.: � � - �_� 11,,� F-S "i .. � SECTION A-9-*' - -_
� - — . .`NNIMPONG Pale'AN, O*I`C. � =n. W, �_. 11 AT PAN a a GLOBAL PROTECTION PRODUCM U.0 ' N.T.S� - .16 % ATE . GLOBAL PROTECTION MDUCTS, U.C. '_ -
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WALL AND FLOOR MOUNTINQ INSTALLATION FOR
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1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
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2. FOR NEW WOOD FRAME CONSTR6,CMN: WOOD MEMBERS TO BE SOUTHERN
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11 Ile mw,
(m OTT. Ip
CONCRETE ANcom
(SEE SCHEDULE DN--\
spw 1.)
pouRED CoNcam
6
.12 Ilr o.c.
NCHINE
CONCRETE ANCHORS
(SEE SCHEMAX ON
SHEET 14)
Poum oDN:RETE
sLo
0-1. "OK"'B" --j
CONCRETE ANCHOFS
(SET sadmu
WALL MOUNTING INSTALLAT WALL AND nro"MOURTING INUALLABO
SECTION I SCALE, 3/8' - I' - SLOON SCAM� 31ir I"
MM ON
V LIFE SAFETY STORM PANEL CAIN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PAWL)
OR AS AN INTERIOR PANEL (ANTY PANEL LOCATION IN BETWEEN END PANELS)
UFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED A014CEM TO REGULAR PANELS
Cw/ OR WIO REGLXAR TRAOM)
2. LIFE PANEL CONSISTS OF OFO39" GALVANIZED STEEL STORM PANEL AS
PER S`w 2 OF DRAWING.
��
TH3 TTSW TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
STRUCTURE.
J. UFE SAJ�UY P REQUIRES TOP TRACK TO BE COMPONENT 0 & BOTTOM TRACK TO
BEG A THIS DRAWING.
S
I �511'1711L
ITT,
��Ly B 0 FLOOR MOUNTED FOLLOWING SECTIONS 1
141
6
2 AS IS& 2 ON SHEET 14�
�zjk� . V
4. min. L04CTK I. S*�
GO t.
Max. ANCHOR 10MIM. ONEK7 Q>ANCHORAGE AT WrOM IS GIVEN ON
SCHEDULES J& Z SHEET 14.
COMPONENT MAY BE PERMANENT OR REMOVABLE-
s
os
5 SEE DUALS FOR INSIALIATION INTO WOOD FRAME BULDINGS ON SHEET 15.
0
6. S SHUT 4 FOR DEIAIL APPLICABLE TO THE NECM(TY FOR IKE INSTAL.LATION OF
esi
SPACERS AT TRACKS INSTALLED ADLIACENT AND SIMNO TO STU=/*ODO RANDS.
AEMQN Y-Y
SCALE 1/4--1-
Kf
SPLIT STORM PANE� UIYAM
aw-
SCALE I/N`-I"
CEIIIJUG FIDOR MOUN17ING WALL A IFLOOR IWOU
IMALLATION - ALTERNATIVE INSTALLATMS - ALTERNATIVE SW
(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX� 1/4- - I-
A.S.D. DESIGN PRESSURE RATING)
SC"t Ile T*
KIM
FLOOR M0UIM!f1NG
INSTALLATIOIN - SECTIION
SCALE Ile V
all
ix
man-
01 iialmotAmamon
L-PIA
2A 2VA -3/4 OR 4/41 1*',
2�
IW/15
-J ON LIFE SAFETY FANEL I --
AREA W/N0 M SAFETY PANELS
WCoM NOTE IBELOW)
LAST PANa BE WALLED A$
OPT19N #1 FOR LIEE S4FETY
ST9HR
D".
LIFE SAFETY PANEL OPENING SHALL
ALM BE MNE'A
Z_
PANELM &
CIA
IF 16a
TO BE R�= 1.
ELEVATION
OF STRLCtURE.
SCALE 3/32"- 1
w
21�
SECTION 8-1
SCALE 3/32'-1'
MAXIMUM A.S.O. Migh PELMHURONQ AND CQRKSeQNQING
MAXIMUM PANEL LENGTH N`L" SCHEDULE
MAXIMOM ks&
';:1&'
To
CONDITION
rA.'D*j 1M
.5$A -72,0
7,-s* OR LESS
2 1/4*
LwwTw
I TIM 5 & 7
+55.5. _724
�7'-en) ar-W M
2 Ole
614900w
I TMW 0 & 7
M.O. -72.0
�6*-,Ir TO 11r M-
I 4/2r
SAW-
a
U. -4"
121t* OR LESS
3 1/2.
IL q a to
- MI= */ 1/4-260- !L& V.S. It WIMBeff At CNIOW MIDLENINN Dr PAREL
IVAUID ONLY FOR PANELS 01& Q INSTALLAWNS AS PER SECTIONS I THRU 7. ON SHEETS 4 Ar 5)
A.S,
DEs"
PRESSM
RATING cpf.)
mAxsem mc*m v�cw FoR ED. - a I/r
APPLICABLE TO
X1.1=41L
or THEM
MAXIMIAI PANEL
LwN V (ILI
TAPCON
OF TAP -GRIP
CkKIN
PANIMANDE to
ptus
w DONORm
ONORM
I I kTOoCK
I`C-
CONCRETE
sioc.
70 CONCRETE
DONCROIE
BLOCK
TO CONCRETE
To
CONCRETE
BLOCK
CONCRETE
Six
S'
/A
IVA
WA
6'
NIAL
a-
WA
NIA
I (tom
57
WA
K/A
4*
ConTrow)
N/A
N/A
MIA
r
NIA
K.
N/A
v
R/A
2 (TOP)
N/A
14/A
N/A
1.
AI/A
S'
N/A
v
N/A
I (gottoLo
+56.5. -7LO
5.
N/A
N/A
WA
WA
N/A
K/A
3 & 4 CtOP)
OR LESS
OR LESS
N/A
N/A
1.
ar
r
S'
S,
Ir
3 (Borrow)
K/.
IVA
/A
r
N/A
1.
N/A
It.
N/A
7 CMFI
NIA
N/A
r
S'
B'*'1
Ir
r
4 ! I (BoTroo
WA
N/A
12 $/2-
6 1/**
12 1/2'
6 1/4�
6 114,
5 (TOPANITRIM)
SEE SHEETS 10 It POR ANCHOft TYK SPACINC FOR INSTALLAITONS KI0 WOOD FRAME SLIMMIL.
MINIM =! SPACINGS AND MINSAIM OKE DWANCE ARE INOICKTO ON INS SCHEDULE MR ILO. LESS
nvm
THE IN ON MONDI BY MLLIOPLYIND VACM SHOWN ON $WiEDJLE BY
FOLUN" FACIDA& MR ION TO BE PC38MLr RED= PAM 06WNCD 014 FACTOR
&ALL NOT BE LESS "A. MINUMM VACWO ROCATIM FOR PIC" MOM ra-K AT ANCHORS VJMW.
No= Tot
1/4",
IlCie
1/411
Ile,
1/4'.
_L/4**+
MI, AMCNIX, sm" 01)
3
In
t- 0.)
1
3,/2
=7
3"2
"7
3 1
AWALIA
rA"
....... -1
yrEN S�*-.IIA ri ADITIA AIIII n1kin r� fUt W��
NOL
%
167
OF,
ILTEDIX Xa
11LIEC0.111c.
20 WE GALVANIZED STEEL STORM PAWEL6
Flk
DRAWN w.,
GLOBAL PROTECTION PRODUCTS, U.C.
am
DAW. It- =1.
Pt**4(954)5S97W, FAX4, (W)SIM-KIIII
2G- 176
SHEET It OF U
LID. s/s, I" BRASS w/ INUALLATION
DETAILS EQR KOLAR PANELS(i)
A (2
'�4'
A *#-2ow $5. k.- & 6 1/4- FOR
PANEL LENGTHS UP TO V--Q* AND It 1/4* D.C.
FOR wam w TO r-w m- OR Vvo
INTO
EXISTING WOOD STRUCTURES
PAMELMKIE am" III OR, FANEUAnE a
I'm 7HW
12 1 " r en" I I/F`CR ALI UDSTWHS IV
WAM
7'
W:D
fd�
De
ED
ED
L
KOW HEADER
"gaum
w0W REAMIR
fflub"D
ALTERKAM 1w
2W
SCALE a/A. I`
SEE SCHEDOLE ON SHEET 0 1
FOR SEPARATION
SEE SCHED=
ON SHEET 8
� I
To at.=
FOR Mi.
SEPARATION
TO MASS.
'12 7.
EQ
ED
E�I
EQ
7,
I
OR
EIL
E v
I_ I EQ
,
Eo
'
'io'
I 11�
a: L /e O.C.
UPS
E,
\
UNWHIS up to s-4* AND 6
.1111
4
'/' 111, FO* UOKAIs to To B'S' m_
OR #t4-10 PN41MRTE FDANLE ID OR
PARaWTE PLIS a 12 I/r a. c wnN I
saw" III
THINAM
ALTERNATM M
ALTERMTM AW
"Ir Ift, THRIADED PENETRATION A7
ON OF EXISTING WOOD PLATE IN
2'14 PLVE
SCALE 3/8-1-
SCAUE 3/8-1-
ALL Lewris to To W-4r mm
DIRECT UhMbj9,jy3jAL"N BUILD-0
s *u
Nimos
CQugff%%N4WO
NOTE SHUTTER TRACKS
MT SHE M-os
OWN FOR CLARW
SCALE 3/8-1-
SCALE 3/8-1-
1. INSTALIikTIONS; ARE ONLY VAUD FOR BUILDINGS W" A.S.D. DESIGN LOADS
UP TO +55�5, -72.0 PSF AND PANa!S LENGTH UP TO 8'
FLORIDA
BUILDING CODE (I*gh Volotify Nu
cons Zone)
2. FOR NEW WOOD FRAME CONSTRUCWN: WOOD MEMBERS TO BE SOUTHERN
NO.
.2= INC.
20 GAGE GALVANIZED STEEL STORM PANEL
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
owm ft
S, Of
GLOBAL PROTECTION PRODUCTS. I.I.C.
4600 $^ 51 STREIT
POST n_ 33314
TOP & BOTTOM MOUNTINGS CAN BE
'ENMROWN
"::==
MIN, *K. 16tjt': . .
P"Dw. (W)MIR-760, FAX(1104)IS"M
20-176
COMBI14ED IN ANY WAY TO SUIT ANY
INSTALLATION.
i x
OUR --ow
cA-Qwplv
m1i 2". Win,
IFM91 It
STUDS a EVER
V02 QVoWLc'
PAM
51W Mk, (CASE 1)
r w. (CASE II)
Q q DIT1 "1 3401 (OW
Me I"MIM9.1m. MIT11111
MAXIMLAA A.S.D.
uICSION
prustow
PATIND LIA
IAPCON
or %%P-cw
ou-11I
PANDJAVE FINKLE ID
I'Lus
SECTKINS a
*F THIN
MAXIMW
w&rN v (ft)
I.
CONCRETE
sim
TO
coNCREIE
To
'oM GRUE
To
oomcitm
To
coNCRETE
BLOCK
To
CONCRETE
To
BLOCK
A
N/A
N/A
r
N/A
r
NIA
N/A
I & 2 (TOP)
+".c� - 77.0
I isorw
51-61 on I=
.55.0 -72.0
N
N/A
I/A
I-
I/A
I-
N/A
N/A
I & 2 CTOP)
TO 7'-6*
9'
5'
0-
7 1/2;'
9
o
I (wrrom)
+55b -72.0
61
N/A
6'
N/A
N/A
I SIX 2 MP)
71-r TO w_S*
4'
1 (BOTTOM)
AM"" A"�
DEMON
pwmn
MMLIII�f
�a I ISRO III wr w. mm Top or AwL*
I ism a r m. It" w OF maO
APPLICABLE TO
SE &I
urf CO
OF TIAEM
nr_LtAllt�
(L
TAPCON CALK
I 0=1E,
MS. 9z' -
w
+49�2 -51.5
3'
4 1/2'
z (Eorrrom)
r-e OR Lm
+52A
3" 3"
4 4'
2 (WTTOM)
7-6 LESS
OR
+55�O -77 0
2 1/2.
e 1 3 1/2*
2 (BOTTOM)
r--V OR LESS
+554 -72.0
2 1/2' 2 1/2'
1 N/A N/A
2 (BOTTOM)
>7'-O' TO W-o'l
1*55.0 -72,Dj
N/A
P7,-,G- TO 8--s-
ALTERNATE
LOCATION
END PANM
AT
-INTEFOOR PANEL -JEND PANM
1/4' Iii SEE III IN
';� SCHEDULE 4) - I
�-3-� #2 FOR - #2 FOR -5--
M MCHOR M-ANIC1400
SPACING
SPACING
-"-r MI_
DETAIL 2 : ELNE-MUNTINg. INSTALLATIM (APPUCABLE TO SCHEDULE 2)
SCALE.. 3/Ir - I,
MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (12,31) AND CORRESP-ONDIN
MAXIMUM EANEL LENGTH -L" MEN
6-1.) 1 I'M C
I
a 3/4-
SEE SHIST 16 FOR ANCHORS TOE k $PACMO MR INSIALLATIOMIL RM WOW FRAME 01"NO,
W"IM 940" SAACINOS *0 MINIMUM EDGE DWANOE ARE INDICKIII0 ON THIS WHEDUV_ FOR
ED, LESS THAN INONAM ON "EmE Rmxu ANCHOR SPACING By MLILTIPLYINct SPACING
SHOWN` of SCHMa SY THE FOLLOWING FACTORS. FOR INS OPERATION TO BE POSSIBLE.
PZDU= SPACING GRAft-D tW4 FACTOR SHALI. NOT HE LESS THAN MWMLIM SPACING
INDICKIED FOR EACM ANCHOR TYPE AT ANDKIRS LEGEND
Tot
f1r.
I Ile.
I Ile.
Ile.
_1,�4�;
w. ANow spAo"'; w
3
1�uxw_ *�)
3
3
1
3
0A -4 IC-_ 0.)
3
a
1�3
'/1
1 3'.
AMA IMIL OM NO
"Anon
L
IVAM ONLY FOR PANIELS
AS PM SECTIONS I THRU 10. ON SHEETS 4. 5
MAXIMIN AWDIONS SPACING FOR ED. - 3 11r
A.&MIAKONESIGN
TAPCCN
OF TAP-GRP
mx-m
PANEIMATE FEMALE ID
PANEUNIXTE ILus
SET
APPLICABLE To
SECTIONS If &
MAXIMUM PANEL
PRESSURE
RAIM
(w-)
To co"cRm
To
CONCRETE
BLOCK
To
TO
CONCRETE
I1LCCK
M CONCRETE
To
CONCRETE
at=
To OONmETE
To
CONCRETE
BLOCK
To mcRETE
To
cONCRUE:
BLOCK
AW COMBINATION
or THEM
LENGTH v (n.)
v
N/A
N/A
Nlk
N/A
N/A
NIA
N/A
N/A
1 (w)
61
e
N/A
N/A
N/A
____
N/A
-
I (smom)
1.
NIA
N/A
N/A
N/A
1.
NIA
N/A
N/A
N/A
2 (TOP)
61
N/A
N/A
N/A
6'
N/A
S"
N/A
1.
N/A
N/A
NIA
2 (BOTTOM)
ILS5.5. _?zO
N/A
N/A
N/A
N/A
1.
'A
3 & 4 (TOP)
>7'-5- TO g-r
OR LESS
6.
e
N/A
N/A
IS.
S'
N/A
N/A
3 (BOTTOM)
a'
N/A
N/A
NIA
6.
N/A
c
N/A
6'
NIA
N/A
N/A
7 crop)
e
N/A
N/A
N/A
N/A
4 & 7 (BOTTOM
N/A
N/A
12 1/2'
6 I/e
12 1/2-
4 Ile
a 1/4*
6 Ile
6 Ile
6 1/4-
MIA
N/A
5 (TOP/aMOW)
+50.0, -53.3
N/A
N/A
12 1/2*
6 1/4'
12 1/2'
6 1/e
1 Ile
6 Ile
8 Ile
6 Ile
N/A
H/A
6 (TOP/BOTTOM)
>8'-e To 112'
+55mO, -72*0
N/A
N/A
6 1/4"
N/A
-
6 1/4
NIA
6 Ile
6 1/4
6 1/4
6 1/4,
N/A
-
NIA
6 CTOP/BMOM)
>S' -8' To 11 *-2'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
6 1/4,
6 1/4'
6 1/4
6 1/4'
8. 9. 10 (top)
+43.8. -48.0
4
N/.
N/A
N/A
N/A
N/A
N/A
1.
a,
6 1/e
- -
6 1/4.
-
a (BOTTOM)
- - f
12'-4 OR LESS
OR
N/A
-
14/A
N/A
N/A
N/A
N/A
6-
6-
6 1/4-
6 1/4'
9 (EXITTOM)
N/A
N/A
N/A
N/A
N/A
N/A
NIA
N/A
SEE SHBU ID. 11 AND 12 FDA ANCHORS TYPE k SPACING MR INSTALIAMM INTO WODD FIVINNE
MINIMUM ANCHOR $PACAGS AND MINIMIMA EDGE DWAKCE ARE 01DICATED ON TtM SCHMARE FOR ED. LESS
THAN SCHEOLAZ REINICE ANCHOR SPACING SY MMTftydQ SPACING SHOWN ON SCHEDULE By
INDNATED ON
THE FDU.OWING FACTM MR rAS OPERATION TO BE POSSOLL ROMED SWW DOW= USING FACTOR
%IALL NOT SE LEM THAN MM" SPACK INDICATED MR rA" ANCHOR TYPE AT ANows Lem".
ANIONIORM
le
iles
Ile*
i/e.
i/eX
__jles
WCOM
- aw
+=
-
_D4N
SOLID -W
M. ANCHOR WAOING 010
3
_/2
a
3 1/2 1
31/2
1 4
31/2
A=ft FA OM *I
IF 4.0
T a ft
2 1127
SEE SCHINRALE ON
SHEET 6
FM MI. sovRATION
To CLASS,
LEW
rE 1) 7
re IND
L --4*'* LAL SCREWS
A
V.-l- A\ fl AT MtDWWH OF PLA7E
DIRECT EMP
SM INZAII JAM
ALTERNATIVE DW MUT MOUNT G INSTALLATION
SCALE 3/8-1. 'All TMERIN, ATHIV?Ey MI
SCALE 3/8-'-
NOTES
1. 11MAIA-ATIONS FOR ALTERNATKS OW, SW & I OW ONLY VAUD FOR
&D ES -48.0 P.s.f. AND
PANECS LENGTH Up To 12 1 -e
BUILDINGS WMJ AS - D *N LOADS UP 70 +43.8�
FIR
2. FOR NEW WOOD _AME CONSTRUCTION: WOOD MEMBERS TO BE SDUTHERN
DENSITY OF 0.55 OR EQUAL
PINE NO. 2� W/ SPECIFIC
TOP & BOTTOM MOUNTINM CAN BE
COMBINED IN ANY WAY TO SUIT ANY
WSTALLATION�
Ma. PAT
(Sa
8, '111't 111,111111V
INSIAUADON DETAILS
FOR OPTION I FOR
UFE SAFE77Y STORM PANEL
SYSTEM
INIQ EXISTING WOQD
9RUCTURES
TO
\ ,
A
E.
OR ED[_
71
Rutlum
EQ
SE
z
L
VMS""
I= 0 12 1/1 *t-
ALTERNATIVE
ALTERNATIVE 2
19FA;
-1/4-1.1-
SC
ON SKEET 4
FOR Ml�
I --(D
SEPAItATON
TO CLAS&
11�
I
EO
Ea
EQ
I
WOO RATE
7
ALTERNATIVE 3
ALTERNATIVE
F"um
I Ilr
gn
X
'"w/
SA
IIIIL_
PIRIELIAKIE FDA" to OR
E WOOD FRAME CONDITIONS
& ANCHOR LOCATION
PNETRATo" to
;=PLUS III r Mtxa�&r.
3/0' . I*
low swom TRAIDAS NOT sHo" KR
CLINITY
WAU
MOUNTING INEALLAI10
N, TIQ7
ALTERNATIVE
1
0
saMaD
P c"%.
pENS,
FLORIDA BUILDING CODE (149h VotocIffy Hur oano Zone)
wom�
1xilm
20 GAGE GALVANIZED STEEL STORM PANEL
ows" wit.
1. INSTALLATIONS ARE ONLY VALID MR WILDINCS WITH "V DESIGN LOADS UP
+55.5.-72.o Pol AM PANM:S LENGTH up TO
To
j: OF
11LIEC0.7
GLOBAL PROTECTION PRODUCTS. I.I.C.
07/1,14020
FOR NEW WOOD WOOD MEMBERS TO BE SOUTHERN
pw N� 2. *1 or O_" OR EQLAL_
C.
iav a � -ANY
&I STREET
ORISE, ILL. =14
20-176
ow
pom. (o5t)NII-7545. FAIL 060646-11707
ps-
CA -WWI;
won, Is w
(3)
(3)
c-
cf)
-
M
>
0
(D
0
0
'En
cu
-0
(D
(D
=3
-0
0
Q
-cu
-0
cn
-0
0
0
a)
M
=
0
0
- -
-$
cu
LL
Li.-
0
>
w
D
-0
(3)
cn
E
"
0
-4-01
cu
0
co
12
I
w
j
ce)
C) IN
m ><
LL a
0
c:
ou
_f-_
ca
<
>
M
c:
0 0
o
ui
> >
cn
cr)
OF
U)
CD
cu
Lu
<
z
z
<
SHEET NO.
SH 1.1
--ANCHORS (SEE SECTIONS ON 94EETS 17. 16. 19 & 20)-- ----
3: MAX. 307. 4071 504. 49/17, SO/m, 3
1 MIN
IIAW/1111, 7AW/ill & GAR/20 7m/lo is ow/w
0
0 0 0 0
L =-1 L
7
4,T--,--,
k14 Storn, - - I
;AN6. or-� -0.
HUT a UUT 4. R04 411/17. 31/10.
MIN. SAW/20
ow/1% 71INIF/11 a 110WATO
(SEE SECTIONS ON SHEETS 17. 18, 19 a 2O)--------1
OPTION #2 FOR UFE SAFETY 5TORM PANELD) ELEVATION
SCALE 3/1w-l* /I' Aix. W
L#i*l 14 zi*l;IIJ$j;j 01 Kim I rX4 I'MET =4 I: m l; m INTIM 14.11141
MAXIMUM A.S.D.
Max, PANEL LENGTH
DESIGN PRESSURE
L (ft.)
MINIMUM SEPARATION
PANEL
RAnNG (P.S.f.)
(SEE SECTIONS)
TO GLASS
CONDITION
+55.0. -72.0
8'-8-
2 3/4'
UNBOLTED
ult T. ANC,.
INSTALLATION DETAILS FOR OPTION
INIQ EXISTING POURED rZONCRETE
ANCS.
#2 FOR UEE
08 CONCRETE
SAFEU STORM
BLOCK SIRUCTURES
'!APCON ANCHORS
PANEL SYSTEM
TAPCON A14CHORS
D.C.
POURED Ow
1
""%�,
t
Oft CONCfR=ETE
am FmwRm
2?6com
BLOCK REQUINIED
11-1
!E.1
Ir
F-C
1/4
I D�
I
J7
I
Emo
COW.
=J%
I
F
==U% F
gar,
I
L
f �f lzil
3/32- WING NUT
t",-14.A.0 12 1/2- 04�
14' TAPCON ANCHORS
4 1/�!' 04,
(STAGGERED W/ STUD)
7-
:z
Z
ia\-718`0 3/32' WING
, NUT WASHER (BEYOND)
1/4- TAPOON ANCHORS
_4
(-L:4121�cwll STUP)
SCALE 3/8*.l
SEE SHEET 19 At 20 MR ANMIRS TfPE
N11:1110111 TIM
i/4-.
�
SPACWG FOR 04SULLATOS INTO WOOD
W NOW WAMNS BA4
FRAmE BuLam
MRAILM ANO" &WX*IQS AND MINNUM
WGIC VISTANU ARE WGICAIED 00 THIS
SCHODIALE FOls CA USS 1HAN RANI 014
SCHEMAL RMAX ANCHOR SPAG`Nc BY
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7, Tl'o� �l -77 -1
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=DED �M=CD F&COOTION At WOOD t HEADER
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HEADER StiALL BE AS MENTIONED IN 3.1) AND IN 5.2).
C=
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I Mo.
wow WAM
SIORM PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 144S BEEN VERIFIED IN ACCORDANCE WITH SEC71ON 1626 OF
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TAS-202 AND TAS-203, SHUTTER SHALL ONLY BE ATTACHED TO COMORM BLOCK
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OR WOOD FRAME BUILDINGS. 0
2, 11,45 SYSITEM HAS BEEN M*NW M BE VWALUED ON THE OUTSIDE OF THE OPENING AMUSING THE OPENING FROM T14E
WIDE W/O THE USE OF A LADDER Oft LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PMFORME13 12. THE INSTALLATION CONTRACTOR IS TO SEAI/CAUUK ALL SfaJTTER COMPONENT EDGES WMCH REMAIN IN CONTINUOUS N
TRW THE INSIDE OF STRUCTURE. CONTACT WTTH THE WILDRING TO PREVENT WIND/RAIN INTRUSION. CAUIX AND SEAL SHL17M TRACKS ALL AROUND FULL Cj 0
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1MIDNIVIN! OF PLATE 50018 W/ 50 Issi YIELD SM94GTH AND 90 Iml TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SEC710M 2411Z.3,4.
(d) SITE SPECIFIC PROJECTS SHWI BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICH WILL I
IF' :: .
9. BOLTS TO BE ASTM A-307 GALVANIZED MEL OR Art 304 SERIES STANLESS STEEL WITH 36 km MINIMUM YIELD STRENfGTH- BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
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1/4- 0 X 7/6- MK-IN ANCHCIRS� AS MANUFACTURED BY DEWALT INC, (WN. fc-21DIDO p.zl)
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NLIT CONTI a W/ ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING C ONE LABEL
17/6740/32' WIND "W"T NOT #14-10 PANELMATE FEMNS ID & PANELMATE PLUS ANCHOR& AS MANUFACTURED BY ELCO CONSTRUCITION PRODUM. OM SMALL BE PLACED FOR EVERY OPENING. <
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INSIALLABON 12EIAIL-5 EOR SERIES 20QQ & 1999 E-Z HANG 3108M PANEL 9ENW& N= C= C13 -0 a- .
INTO EXISTING WOOD STRUCTURES (C) Fit& .- -1-0 (D (D
- �r M vlg;��m M�!I OWO /4�� U)
r I I . STORM PANEL OCCOWENT (PED.) HAS BEEN VERIFIED FOR COMPLAACE IN ACCORDANCE TAPCON ANCHORS, AS MAWIFACIURED BY I.T.W, BUILDEX, INC 0) 0 -I-, -&-m
MAXIMUM &S.D. DESM PM=RE RATING fia.&J.) AND � / 1 �/4"# LAG SCREWS 0 r I I - WITH THE 2020 (7th EDITION) Of THE RORTDA BUNJANG CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANEUMTE FEMALE 10 AND PANELIACE PLUS ANCHORS, AS MMLWACTURED By ELCO CONSTRUCTION PRODUCTS.
- 1. - 1/2' Uh THREADED �1 / _ -0 LAG SCREWS PER N.ILS. = =3 Cu - " -
1/4-0 L40 SCACAS 0 S' O.C. W1 _m EXISTOM; WOOD HEADEIL " r, � - W We- 2^ve WOW VELOCITY HURRICANE ZONES (MOM-DADE / BROWARD COUNTIES). 1/4 Cu U)
/ I 1 / I I _,M REWMED 1/4*0 LAS SCREWS 0 r O,C_ W/ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC MON MOS OF THE ASOVE MENIV01RE0 CODE. FOR A BASIC WIND - 7/Wo . 5/r WOW BUSHING. AS DISTRIBUTED BY ALL MNT SCREW. BOLT & SPECIALTY CD_
/ _m onstm WO00 HEAM. I I an ON m 1 I/2' tie, TmamIova Poxmitiow SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIONA"7Y FACTOR -0 -0
CORRESPONDING MAXIMUM PANEL LENM *L* SCHEDULE MAXIMUM A.S.O. DESIGN PRESSURE RATING (DIthf-I AND CORRESMRM MAXIMUM ANCHOR i I 1 1/2- mim TwiHEASEEl PENETRATION V I I /4 FIAT a) -0 0
FOR SERIES 109QZM E-Z MNG STORM PANEL (1) I N / --- 0 C�L 114.1* SAS. I'll - TO EXISTING WOW W.Am KO-0.85. USING ASCE 7-16 AND SKILL NO EXCEED T14E MAXIMUM (A,SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINI Uld THIREADED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR EICO PMEL"E PLUS
I � :
SPACING SCHEDULE FOR INMUAMNS INTO CONCRETE k CONCRETE W= MOM A k / � : ) ____T , ; 1 3, 9 THRU 12 & 17, IM AND PANILLMALE FEMALE TO- =
(VALID ONLY FOR PANE V THRu A' SHEET (VALID ONLY EQR PANDL WAJAIQNS M PER SECTIONS V THRU 4! SHEET 241 1 - o --- I \ j ---@c.,,L , ...- \ I I , _S1 2 -2 -= a)
a MULAMONS AS PER SECTIONS; V, wm IN ORDER TO YERIRY THE ASM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
\ I j I'Mmol, 0 iV.i117_A4_1_ U REDUCED To A.S_D DES" PRESSUF LINPLYING (--) C:)- = 0 :;�
. ,E RATING BY MU -
- himmum DESIGN PRESSURE RATINGS INDICATED ON SHMS 3. 9 2 & 17. 18 PENETRATION KID STUCCO SHALL BE CONSIDERED AS PART OF THE REOURM THREADED POP-rRATION.
- -
APPLICABLE TO A.S.D. DESIGN "'MAN ANCHOM SPACING FOR E. D. - 3 1/2' - APPUCAME TO 1 5 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED TESTED WERE NOT OVER STRESSED, A n% 04CREASE 94 ALLOWABLE C 3) 0 LL -
OEr IT" MMOM SUMMON PANEL - I / * w. THRLAM Ek END OF (D = - -
I= ,. - __ TO GLASS - - I --- CONOff" SOCTIONS PR LRE TAPOONS FEMALE ID rz�ftms � SECTMNS 0 a MMIJUM PAND. /\ 11 ... I - I I TO EXIS'll'o; .000 WEAM. STRESS FOR WIND LOADS AUALYSM AS"ERS SPACING TO WOOD 14AS BEEN DEViRMWM IN MINIMUM EDGE INSTAOCE OF LAG SMEn. INTO WOOD SHALL BE AS INENCATED IN THIS DRAWING ca
MAXISIUM &S.D. - I 0 1 1 ANY v h NOTE IA I \ I � f \ 11 \ ,_r'- LAG SCREWS 0 \ 1�1* sv_�L ACCORDA34CE WITH N.(LS, 2016- - ITHEM BY 0.6 IN ORDER TO COMPARE 114� ill/ VAX, (A,SM,) C.2) )AINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO niREADED
- Za!Z3�4' Ill ,/2 1 !
- I
-(.W) I R M' CAX-0, PAPODUAKTIE .r (SEE DETAIL 1/24 A, , /ae -4I.- 4-
AIIN comawylow KING wirvidwim C13 0
___ ___=2 1115' I BOLTED . I 1'. 2'. 31, I *W (P.w.f.) TO CONCRETE M cONG"E [TO cmcorm TO CONGRIM To OGHCREM TO COACREIE TMO 0ONGREG, V� - OF THEM LENGTH IV 0') i I-) T __ frm) y (SEE WrAIL 1/21 41 STORM PANEL'S ADEQUACY FOR IMPACT AM WIND RESISTANCE HAS BEEN YmnE:D IN ACCORDANCE WITH SECTION TWS.L2 Of CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/9_� 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 1%0
.66.0. -75Z 70, OR LESS 2** & VV - BLOM SLOCK Block I mam . cel� #14.1' &U.S. THE ABOVE MENTIONED CODE AS PER AMERICAN TEST L43 OF SOUTH FLORIDA REPORTS #0014,01-01 AND 110219.02-011, AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WIN NO STUCCO, r,j >
3.* Q) ceo. X, TAS-201 AND TAS-203 PROTOCOLS, A14D AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SWIION 1604 - -
12" N/A 12" N/A 12" N/A 12' N/A I * & 2' (TOP) ;� I 3116 15) * EAL OR) OF 0 - PER SSID I 2-99 & ASTM E 33o-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT J; T23.01-10 AS PER
.68,0. -73.3 70- OR LESS 1 2 7/1' 1 - - I �v & 4"w 3. '. 1. . V I . ;..,�= FSF RK, C.5) IN CASE THAT PRECAST STONF_ OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE POUND ON THE EXISTING U) w L_
- w)+ - , , WALL, A11CHORS SHALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS, - .,.-, (�
- !w -M4 M,S- & WNGNUr Ali OVEFftAP & 4M OF PANEL LENGIM - It* IV 4 4 SER M&,To- I - = 0177%&24 & FLORIDA BUILDING COX. ANCHORAGE SKILL BE AS 11tNTIONED IN Cl), C�2) & CA)
PANEL 3. 1. 1. 1. MOM) � d I U.) k-) IL VJ CD
mi"4M a - - - I - A "F 4__ m -
a ,;S.s - 12' 12* 8, I __1 IDDO ++ Z,1_1' WO00 leIm two 2. ALL ALUMINUM EXTRUSIONS TO BE 50641-TO ALLOY NO TFMPER. (UNLESS OTHERWISE NOTED), SEC SHEET 2 (0) ANCHORS %ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. m
".
.-. -
N/A N/A N/A N/A N/A N/A 12 1/2- v (BOTTOM) - � I. � 4 INO.3/4 I ,!i. ALL ALUMINUM SHEET METAL USED AT CLOS1,41CS SHALL HAVE 3105-1114 ALLOY, =
I IT* / IM K I j - . 8, PANELS MAY A= BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAAS SHOWN ON SECTION I THROUG14 6 (SHEETS 4 .
MD. -75.3 - 70' OR LESS 2AZ4.1- 10" ? �_ _0 - U) <
7' N/A 6 1/2- , 4 1/2- - iTOP) 2=T .I".-- 1/4-2%�3/04- 5 TO GLASS, I - 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEa- ASTM A-653 GRAM 80 MINIMUM, C-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADMO * (D SHALL NOT BE USED. -_ ---
N/A 4 1/2* N/A N/A 3 To GLASS MSI W , �, iRpn 2 7/8' W, STEEL DIMMATIGN W/FY- 02.2 kit (AFTER 90=)�
- .. lall,""31-11 EVERY OVEFLv a - - I 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
12* N/A TO N/A 9 I N/A 9 1/2- N/A 3. (BOTTOM) EVVtY O�"LAP 1-11 ,-a =_ I ; ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SIOU, ONLY BE ATTACHED TO COKIMM KOCK 09 WOW FRAME
- /21 9 I _ - ---- I 1 1/4 __ _ � 1/4--g, S. ALL SCREWS TO BE StAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON BUILDINGS.
- ,/I. d STEEL AS PER DW
12' S@ , 50018 W/ 50 k.1 YIELD SIR104GTH AND 90 kei TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
N/A 12' N/A 12- NIA 4' (TOP) I _L_ ___ 2411.3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTOKATNES IW. 3W & 4W ON
- 4 I - I -J.- - - _j_ -2==- - 2w 9 11 U_,:�� "
!� ". - (BDTrOM) I TO CLASS. Dim), OVERUP 6, SHEETS 4, 5. 6 A, 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSIRUCIINC OWNER OR IEWNT TO
12' 2 1/2* 12" it* I - 4 1 ! i 9 i I A , ,/� f� �%Iftw I BOLTS TO BE ASM A-307 GALVANIZED STEET_ OR AS 304 SERIES STAINLESS STEEL, WITH 36 k. MINIMUM YIELD STRENGN SECURE PANELS WIIN APRUCABLE RONFMCMAENT DUFdNG PERIODS OF HURRKANE WARNING.
11 I. -+- ----I x 7- ANCHORS TO WALL SHALL BE AS FOLLOWS--
__L_ ;�l I i 11 I i I
* UWPED TO S&O R.I. ASI). OEM PRESSURE RATING. 11 4 I 1 A! 11. THE INSTALLATION CONTRACTOR IS TO SEAJ./CAULX ALL SHUTTER COMPONENT EDGM WHICH REMAIN IN 00tnNUOUS CONTACT WITH
FVI-F-O - I I p �, 1 1 . . I V fig J I (A) TO EXISTINg POURED THE BU LEaNG TO PREVENT WM/R" iNTRUSiM
. i I III -4 11; �, 4
A SEE SHEET 25 FOR ANCHORS TYK & SPACM FOR DWALLATI&S INTO WOW + MURES M., DISTANCE BETWEEN BOTTOM OF PANEL I I. . I I j I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. WILDEX. INC. (Mi.. Vc3192 p.J., 12, t
MW BULD141 112- I � E 6 ' I I !I . STORM PAREL INSTALLATION SKILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
MD^W ANCHOR SPACINGS AND MWIMIUM UM DISIANCE AF46 IND"111 ON THIS AND (1) TO BE 1/2' M.. I J_ III . I - - 11 , I , . [ ;1 - 1/4" 0 x 7/8" CALX.-IN ANCHORS, AS MANUFACTURED By DEWALT INC. PROVIDED BY THE JURTSOVION WHERE PERMIT IS APPLIED TO.
SCHEM&E FOR EM. I= IHM VADICANIED ON SCHEDULE REDUCE ANCHOR SIAC14 -I tk 9 It . I - 1/4'0 . 3/4' SOLID -SET ANCHORS, AS DiSTMOUTED BY ALL PONT SCREW, SOLT & SPECALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By IN ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION
BY MULTIPLVR4 SPAC14G SHOWN MW FOR - I � J� (w. r. 3000 "-I-) I
RMM SWINS OGTMNIED USING IA" SHALL � ZELMATE FEMALE ID & PANELKATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
THIS OPERITION To BE PoSiaLr011 SCHEME By INC MILOINNO FAC v I I - #14-10 P FOR A SITE spEcinc PROJECT; I.e- WHERE THE SITE CONDITIONS DEVIATE MOM THE RED,
. I 2 11
NOT BE LESS THAIN WINIMUM SPACAND NOW0 MR EACH ANCHOR IYK AT . I - - J* I! . - 1/4-0 ZAMAC NAJUN ANCHORS. AS MAMUFACTURED BY OEWALI, INC. (b) CONTRACTOR TO BE RESPONSIBILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
ANCHOR$ LEGEND. i h i�u ,:__ BASED ON THIS P.E.D. PROVIDED Hf/SHE DOES NOT DEVOTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
2 L - A. 1) MINIMUM EMEREDWENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR EUCO PANFLMATE AND
/1'. /4 Ki /1, : 1/1. + + REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL �#4"* P � ID , I __j ' I --]
I I I I � I I 1�
- �'j I -
, 'A 1 1 ,I
-
___I_ _�� _ 1, / CONSTRUCTION SAFETY AT WE IS THE CONTRACTOR'S RESPONSIBILITY-
FiAltt�TX %WV �
AMC" TWMIK ... M aax� I AND @ To W_ 3/ler i 3/145 2 - ty 11 / 1-1 9 1 3/4- FOR ZAMAC WUN ANCHORS.
MAA. I �,&Amlsndm- IA 00.00) % w I (c) THIS PRODUCT CYALUARON DOCUMENT WILL BE CONSIDERED INVALID if MODIFIED,
I . I& THREADED ' -Ms�
.
W MMM SPACMG Be.) 3 3 21/2 �� 1/410 LAG SCRM 0 6* oc� I , *1 ;9W a 12 1/2* OC, I I L / '. L y/"??4,_1; tom A2) GAUK-N & SOW -SET ANCHORS SKILL BE EMBEDDED 7/8' INTO THE POURED COW-REIT NO EMBEDMENT tNTO
, " : � si�� STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS OSW SHALL BE 1 1/2" LONG MINIMUM SHOULD Stu= E=, (d) SITE SPECIFIC PROJECTS SKALL BE PREPARED SIT A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICH WILL BECOME THE
- 14 L_r.%�'TE .
0= 0-te vo �RDD g.. v
4 , H&`Vm-'mTT 29,2,m, 09A ILA? OR ON ME AN I m MINI V FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WID HEAD, 04GINEER RECORD (E.O.p_& FOR THE PROJECT AND WHO MALL BE RESPONSIBLE FOR THE
5 E. JE, It, S I I& SOL g-
wIlvii, mmot Olo f-mamor PLUS 1VI ,W�;�M W/ 7III-OW32'
I Mah. KNETAKRON 0 12 IF WALL MOU IN ,,, BUT WITH WNG NUT& PROPER USE OF r RECORD, ACTING AS A DELIEDATEI) ENGINEER TO THE
m !!m 101cm SOU IDDO 0 1/4'. sck"m a 6, �' LAG = P RE.D. ENGINEM SKqIL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW�
�_ . 4
,�
.;/
.36 - - ION I ON &3) IN CASE THAT PRECAST STONIE� PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FUUNTO ON THE
, 'Ir I - I Ww�. 2gQ4' INSIALLATE 1/2*Wm..WTHIE.amw ; EASTING WALL OR FLOOR, ANCHORS SHALL BE L014G ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. Ia) THIS P.E.0 SHALL BEAR THE DATE AND ORIGMAL SEAL AND SIGNATURE OF THE PRORIESSIONAL
I?r - 6 mo REGIARIED AUERNAM 2N 9XIM OF PLATE
; __ EDGE � 1 �, UK 2*.4* ill= IF ANCHORAGE SHALL BE AS MENTIONED IN M) AND IN A.2). ENGINEER '0� RECORD THAT PREPARED IT.
3" IAQ - It ilk SCALE 1/4--l- , PLATE REOULRED FIAT
3 1/2 I" I - I ,.w - ALJ%,�� - - 1 � I- I � - . I �� 14. SHUTTER MANUFACTUREIR'S LAM SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
, I = PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL
- T , BUIL%�TING (a) !DI/V4' 11 TAPCON ANCHORS AS MANUFACTURED 13Y L I. W. BUILDEX. INC. SHALL BE PLACED FOR EVERY OPENING� LMELING TO COMPLY WITH SECTION 1709.9.3 OF THE
I I 11 1\ - 1/4* 0 x 7/8 - CAU(-IN ANCHORS, AS M04UFACTURM Err DEWALT. INC. FLORIDA BUILDING CODE.
I , � ) E=R TO CEILIN UN7ING _ 1/4-0 X 3/4- SOW -SET ANCHORS. AS INSTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY Co.
A= , INSIALLATtION ALTERNATWE 4"W - #14-10 PAKELMATC FEMALE 10 AND PANOLMATe MUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111111
X0,11111111f4f,", I. INSTALLATIONS ARE ONLY VALM FOR SUILOROGS WITH AS D. DESIGN LOADS 1 2 m� - 1/4' 0 ZAMAC MUN ANCHORS, AS 1AANUFACTURFD BY DEWALT, INC. v. A. I
,,, j� N. Titz ly UP To +68,% -75.3 pat AND PMM'S L04M UP TO W-10'_ -, ,MFR0u$#,, 4 SCAU I/4*.1" ...
a I I . =NATIME VV ... ........
/2,71% z FOR ME* WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SDUTION I .. I ,��f .. '? --I IiL 1) MIMMI) EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NAAJN ANCHNOR, THE \�GE L...-
'4 - I.. * p". SE %." �.!14/?� ,. SCALE 1/4 - M
,
, - .
* , I P91IE ffb� 2� W/ SPECIFIC DENSITY OF 0.55 OR EGUAL_ $ -�F2-`\)��EN,y, � -10% . FLORIDA BUILDING CODE (Non High Velocity Nu cone 7�nai)l
,P:Nse *%.. lsi�� . I I . .. e -%� -,, BLOCK UNIT SKILL BE 1 1/4*- . .
___1'_*�1"' % FWRfDA BUILDING CODE (Nigh Velocity N cone Zone) I Z,--' .. . ._�. FLORIDA BUILDING CODE (Niiih Volmity N cone Zone)- & SOLID -SET ANCHORS SMALL BE EMBEDDED 71W INTO THE CONCRETE BLOCK UNIT, _� .1 .1 W,44 67 ` S .= SUZ(O. m f.,
. - I t ' 24 GAGE GALVANIZED STEEL STORM PANEL
s ... - . Q - NO - - 81) CAU(-IN � I *. lm Cattail ft
= . No, 44 1 ., . f 420,M) xvcv. - TO. �4 i67 - z oUca Tklmm�_ - 020 SCREWS USED SIA11 BE I I/27 LONG MINIMUM �
= .. * 20 GAGE GALVANIZED STEEL STORM PANEL = F.P STUCCO SHALL BE PERMITTED. 1/4 MST� *
=*: * faitall 01. ISCA AT TOP = *: 20 GAGE GALVANIZEO STEEL STORM PANEL
. '. <� al/In/sm
mooAL ff/mwula %, � . * ,5� oRtla" W, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. 11 - 0 �_� - GLOW PROTECTION PRODUCTS, LLC. om
. A06M ,F 51 Slam
.
%, . WL, CARDS BE 1`0��E . 1-d - , -
- 1(111� to E"MID SUCH �... ,;; .. . - __ __ - ___ a ." � cam _ 333I. 20-175
n DMQW. AUUMME-TOP-HICADIER 4 � .m s1w. a, STIM - EXISTING WALL� ANCHORS SKILL EFE LOW ENOUGH TO REACH THE MAIN STRUCTURE . , =
. - UMAE5�F�UVOR2WPA? . .10S. wwwom, III .'.. STATE F 11LIECO."C'
� 14% III [A Ull I
!�,o% Si IXE DF_.A.1=5i__� I PROTECTION PRODUCTS. U.C. I mm 'A , ` GLOBAL PROTECTION PRODUCTS. LLC. O/A'"- B-1) IN CASE THAT PRECAST STOW, OR PRCCAS" CONCRETE PANELS. STUCCO OR WOOD 8 "t RI
4 11LIECO.... 4M S.W. 51 511111271' imm A IDI - "q " 5� FAA, Od4jatil�li
-111, <1 I 3"14 -Jzbw - WYE fL 33314 ANCHORAGE SHALL BE AS MENTIMW IN S-1) AND IN 0.2). - Whi;":; wti=w ...... �
17 ,IX�la�,� (OU - C.-01106710 - oKetee, III:
""I - I K *A, - 4%,n" & Moo L-Gumm -,r' U C� ,0*-- $70 20-176 -"Allow ... Hill %Kml� Im t_. -PC �,�
- ,
_ sj ... - o. - - R%NE_- (054)= % FAK, RUHHAda-MI, 20- ""011
, L � - __ 1rMOM-1011" TOP At BOTTOM MOUNTING$ CAN K COMONED IN ANY Qm0m w al )M-734 m "Naj� " %kol, P I si::AL,samiive� , �--- �,o I . I I ., , . '.
11 it - ;i7li - I - � WAY 10 SIXT ANY INSTALLATION, SCAL14 0' - - 1 7 - ok-0110010 -.1 - CAMom ftT -f- I
%�O,,-. � )Rt� OUT, ___\
ze*� " V; /-TTME C -0...
it" '10 ;� M�amx_._-Alft � -
RE SEAvuslamijAVIIATE I MTO&�4 PJL I I NOTE � SKMER TR04xS W04m & � ,.f � ww * PET - .
namah mg, 0 olp-7 , I I - I - I - __ __ __ , - 11 9 , - !� '. E
____ --- . nam um. ta P-L � I i - I - �__ ....
. I I I I I w
=I
MULOM ".D. DESIjjN PRESSM, - PONDING &, 1 /4, 3/4, 4/5. 5/5 & 6/5
WLARa LIFE SAFETY & E- 5YSTEMS MAXIMUM PANEL (1) LE i ]INLY FOR REGULAR STORM +2/4 FW'IW/B. 2W/G. 3W/7 & 4W/7 INSTALLATION DUAILS FOR REGULAR PANEL I
(SCALE 1/2-l-) 3- MAX ANCHORS (Six SCHEDULE ON
PM= INffA=0N I= POURED CONGEME. CONOM wmK & Mgt) W 1. ____ SHEM9,10&11) - 3' MAX INTO PQURgD CONCRETE OR CONCRETE BLOCK STRUCTURES
! ________IS.I2S- (TOTAL WIDTHI�-- --- 2.11871--- , SINGLE EMELSM IMMUMM 2dG1E_EANWa)U=U= AT EACH ", a 0 . _ / I a I' WN.7 jWSTHQ POURED CONCRETE G POURED CONCRETE
i f______,__M5O0` (EFFIECTIME WR7NT--------j i-!!4 '193 1 1/4'0200 , - OR CONCRETE BLOCK CONCRETE BLOCK
� I . 0 , 4" AT TOP OR BWQ ffia-m 'TRAM a) - (@ � a a 2R D.M.,(j),CZDi(�). _74 cl - x4m. I REQUIRED.
C, � 4 -1,750 - S5. STUP rT-1--j-r -r--i--i-r--r-T__I_f__T_T /'r- T__I__T r-r--T-,T I I I _,�
: _2SG` - --to ANGLE 0 6 1/4, VnLt&&=� m _ I
I _____ __5 7/4' ".T-----------j I � J?4� [I MOR(b * MON10 Al MH I I ; I I I ; I I I I � �
I ' I " / OR 0 12 i/r D.C. �
� 1,2�S, F_ 12�:. i CONCRETE ANCHORS CONCRETE ANCHORS
lziKr OD* .1 .086* � @)1@-19 i (SEE SCHEDULE ON (SEE LE ON- 005,11140 POURED
.500* - F1.3SW-1 I AD- ! , � � 1 - __ I MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH 0) CONCRETE OR
, __4 1 _"op - -.-- � -L+' OR %-" (ft.) 0 .L,. OR "L-" (ft.) 0 1 � I SHEETS 9 THROWN I I 0 !--(�) CONCRETE GLOqK
MO . i � f_ . [- "6,5- 12. I -4) - _, �(�) ,,--QF
� I � �,-.PtT
'I Ck .1 11 .I.I.. .ow* f fff , . MAXIMUM ALS.D. CONCRETE & WOW MAXIMUM AS4. CONCRETE & WOOD " �, , F - 1/4- 1/4- ____ I I
C_ � I I I I 1 I �! , I
I � . 1.611* , T.- DESIGN DESION - . 'A � I MAX. i w___ CONCRETE ANCHORS 1
_. I . �
1 EDGE ! .0se - -- - t �e I PRESSU RATING WAUAGONS t INSTALLATIONS t - - IL --I I 1 (SEE SO MULE mt I
. I .2.C)D* 1 1 � .1.0 Lzem- r _ ----I � $HEM H I
i � � _j (P.-N (� e, -) --T;--r _L1 (Fas') (+ - -) I / e-, - ,� I � THROUGH c
: 2.1 W - . __ - _____ rl 11 � , " a) X
-
I EDGE ! I �_ L_, So,._j 7125'1 __,I � I � . 0
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PANELS SHALL BE WAU-0 ALWAYS 30.0 11�4� to.-O. jao w_r w-r . L_ c (y)
ti��� UNBOLTED PANELS �_ BOLTED PA14FI 1 I i i G) . if
FROM LEFT TO MW W/ 1/2- LEG -16.0 fo�fol 9*-v* I I I j
-Ia" -0, / 1, - _KS. ". am I
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AT END AT LEFT SIDE OF PAIMIL (�) *H* HEADER (�) - MNS (�) ANGLE WITjj 2JUD - 'i (SEE SECTIO14S AS I / (SEE SECTIONS AS 9`PUCABW i , ____r_ _r ; � � I 9- CL 0: ,,<
40,0 iw-r 91-01 9,-B* -2- 3LE) � I E.b, I j
W, L L I i
- - ___ ___ - . ___!E0_ APPUCN I / . I W�+ SMAW10 : 4_/Ia�-o � I
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a'- , i =%=. =11L 1) !
, TIP. TOP EDGE - - --- L___ - / " ____ - - 11-1-1-11-11 - I -_ I .. - I -i-t-L-1-il I - f- - To GLASS. --- /) "I -1 fS� I .1 I : _
,/ or � 0,024- (W.) Sao 91-11 A'-4' 50.0 gr-7* 2' - I EXSWffi I - "I., Mex i . :z -0 C S_
PANICS BM UP I__ GALVANIZED STEEL I , - _� (SEE SCHEDULE 8 -_ _ - - - - t
"__� _ - . - 1i I I ON I � =)
375- --.I'D 8*-7' a�o' 5!5�0 S'_j' r-9, I I ON SHEET 3) 9 I 1. T
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I : i / 8&6 6'-O� mo 7�0' 7�2' CONClETEANCHORS L-_-"7�fk-_ ----L-'- I I -1 I (SEE �u, (SEE SO4MAE
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, , A " "'D � I (SEE SC _ - - -_ i IF I ON SHEET 3) �Irl
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I �_,,, mo . - MR" I 56% l -Lxr� -I- -
-- 2_5Si--! �_,,, , , i , @O,@ I ml�l .4-7 a) -C C,
1-1.1. - 2_250_ i �__L � ,I- 85.0 21-01 W-6" - - - .�O O.-J. . -.1 L*11 /4, 3/4. 4/5, 5/6 & 6/5 w : I I I Of IV � I --T I -
_ __4 270.��l OR (YO 2/4 W I ; (1)
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ISOMETRIC !InEW DETAIL A _ ; I , 9110 01-91 61-21 00.0 III-$,* C-1, � W/6, 2W/6, 3W/7 & 4W/7 t i F
I---,- ROUNDED CORNER 0 ENDS OF PANEL'S . 1 ! ,J wAiro MAPW, i � -C
� f - Ali. .an" . <1 _71-- 95.0 a' SSO e*-7* 4II- W '-------AH1CKORS (SEE SCHEDULE ON VEETS S. 10 &II)--------------j I i i i �� 11 ; �
-9 61-01 ' i � -
� END UP W/ HEMMED EDGE. �1251 ED I ; ! f I E.b. I r
i � 72Z78' - �_ . foo'o #'-$I 5'-tl* lomo 6*-31 5�7' _ I � i i � n E :t "�
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I TYR BOTTOM AUAM-J 54 6�-3' 5�01 fzmv 6,-X 51-4* 10 ELEYATION , F 1� ..L__,.11.1._ - 11 1-1-1-11111-1 - - i j � � i I .
� 2.5w f ? --____Em of POOL "". N.T.S. I � A -- _0 � i f- --4--- 1 I, _) l3 L_
I I I �Vltl - 1067" -1 f too 5 �- 7' I 1010 - 5� I" 1*�_rf_ W =MmIlm- I 0 12 Ilr DC, . I LE) -0
3 4 -am. (�) Ka HOLE WMHER (�) � _VNI, SIX WASHER HEAD CON'Tw7f. BLOM 1 ) I CON,MTE ANCHOR� .
I . -
.750 � , KEY HOLE AT -PANEL 1.751)'�- 1 - I (MR OAILV -1 Ilim VALLM 1- � � I- i ___ I 3: �: C I w
i .072' ! I 3 1150 1 51-6* 115.0 - - i I - - - REWRED. I (SEE SCHEDULE ON r= j
--,--I - ___:_� - - - I t - I ----. ____ ___
W - SEE SHEET 6 MR ADOMOftAL 119.5 11 � I �� (1)
i . - T .7501- .8 r IF I awa\ - --* 12 I ILC. SHEETS 9 THROUGH 10) , .- (v C � 0
; I , .991- I I � umaxtows wms uB*m is I 1'. /!17 /""`\ / � I' All,'' ,vo of-, .'s, - ..
I ,-. � NJ TERMITE - r.
INTO __ , I
� 7 1 - I- . I ONLY VALID FOR INSTALIAT)" I �el� \--/ \--/ \--/ LEG LOCATION SET , 3: a. > --- : >,
�
� I ! MINIMUM SEPARATION To MAW SCHEME w I I
; I - � WOOD STRUCTURES. MAJ% N_T_/1 �� \-T-/ c L_(��) -QS.Cw-.z-E
i 1 12W , (�) . A -us, 1 F I
I L_ � SECT19N A�A REQUIRED. ,
� i MAX11" WIND SPEED 4 170 ..p,h WIND SPEED � 170 _P.h ALTERNATE CONCRETE 1 POURED CONCRETE ARE USED. I , r', - (I., C L -0
� ! ! I ; �� Njs� L 10 ANCHORS - BLOCK REQUIRED. t -- ,-?� E: C
,zf �______________.____J LI.Dw_ 2 - i _ - (SEE SMO)ULE ON =Az/=� - -1
L_ ". 1 PANEL LENVTH
1 7pa, 01) (SEE smmu ON
I
_Z.54a . : t..Ile .1 25' 21 I UWXSTRAWED I RMMNM UNRESTRAINED]_ I "CITIVi, stimrs 9 THROUGH 10) SHEETS 9 TKIFOU101 10) � w (/) C ; 0
0.0 2!L)i 30 OR Lm 1. I I- it. I 6 1/4' Q(I) L+: M01MUM ALLOWABLE PANEL UNM MR A GIVEN POSITIVE AS.M DESIGN LOAD.
T . .. �750` x (2) L MAX ALLOWABLE PANEL UDKITH FOR A GIVEN NEGATIVE A.S.0 DESIGN LOW � = C 0 ��
(�) 'U" HEADER j A-) � >33 TO 9 1. I. . PRDCSXM TO DETERMINE MAXIMUM PANEL UIENOTR .-
(�) REV, 'H' HEADER �_�___, .7i i � I I I 0 7 1/1- 7 1/2 A.S.O. DESIGN LEAD. DETERMINE MAXIMUM PANEL LENGTH %�* FROM S*fEEK1UE. 1. .- -a
------I* MRL TO I M.,---- I � - I - GIVEN A POSITIVE = :0 I.
. f >90 TO 145 1. E DEW# MTA PANEL UNOTH *L-w FROM SCHEDULE NG WALL MOUNMWdA= MOUNI > 2 w
L--- 2.DOO" I 1 >145 To I 1. I I' _ 7 Ilr 1 7 1/2' I GVALft;��,. ,,,� BUILD-OVI MPUNT114G - > FL 11.5
(R =m I " M& u__J OnNKEANL = M10 �IS MAL Mtivj oFrmm PANEL UNM
RD ANGLE I I' I - 1 7 1/2' sEr#m *L+* AND It-,. SEGnQN j "AM
(3) SCHEDULE ItELOW FOR Mal PANEL UENUM FOR POROSITY QUALIFICATION, . .
7----- 3.000, --;- lvl�-Tu AL "'Hilimm.'a,", ul A__Luffia U rAULL-pankm ARE U . WRED TO * 95 p.t. MAX A.SM, OEM PRESSURE RATING I SCALE 3/8-1 SCALE 3/8-1
.374 1 ' 1 .384 DE. ,P',' %A T14i S, (I 1/4"' WIDE1 MINIMUM PANEL FOR A GIVEN MOUtMNO 000jTION It -t-TO4 INTO "Go __ - -.---- -
I I 0. __j . I 00,1�s�'...:_, /1)zN. (USE ONLY FOR C-2 HMO STORM PANEL - All .e % , k%t4lltf1p##,N
I I .470� 275' f�..-'�GEN,�;--Ap' % SYSTEM) 6053-TO AWN. ALLOY SU`V`_� _Dw to & I I FOR MAX. A". DIE" LOADS & MAX. PANEL LENGIMS FOR
'm .U. Ir TRACK -, SPAM LR IS USEIL
,
- I � , . DIRECT -h- 1 1'3')" r I Ir IF" 1 �. "..!!14N,
i _!_.. � TOP Sm Nag N ..
- : 1. HEADER ANGLE TRACK ,
,.a', - C�_ " .... �_], � __ __ � I,______T__ z � , No� 44167 - I FLORIDA BUILDING CODE (Non Mqh Velocity Hu cone Zonj 130TTOM MOUNT HEADER M." III= f, 111�,' :.,Ifp',,- FLORIDA BUILDING CODE (Non Ngh Velocity Hit Sam ZOnO) .1 ... ��*�fij .-.-. �_ FLORIDA BUILDING CODE LN*n High Velocity Hur cone Zone)j
f - :1 � I
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, 1 , * . - 02M MIM W_ - OR= MOUNT 46' 32, 36, w j 11 '14767 I t STEEL STORM PANEL �* _. __ 24 GAGE GALVANIM STEEL STORM PANEL
WAM ft. x Oweam lwl OR- ft..
� __j 1088' ! I �",T ,,.-- '12r - - I 1� 1% STATE OF :' tr --- 24 GAGE GALVANIZED STEEL STORM PANEL . 1. 1. - *., 24 OW GALVANIZED 1 u.44167 '
4 i.5`xi,W $TUD ANGLE 35' 32 - - 42* - f z * * -
--- 2JXXI`� - i� �_, � w/27/21,20 ' ' .* 07/V/Un NQ FOR COMBINA110" OF SFCnONS = I It, 07/V/MO
L_ _� -imp.) 17m SECTIONS - .250' � 1 L i -0;. * DISTANCE z-o � '. It, GLOBAL PROTECTION PRODUCTS. LLC.
. n_3 -r 1. 32' 32. +r or . 60" SO" s %, �= �_,__ - GLOBAL PROTECT STATE OF��. i p ""
WIN. . .m - GLOBAL PROTECTION PRODUCTS. U. mm TRACK _ - ION PRODUCTS, U.C. QKTL� E.D. - EDGE IL ECOamt-
110E�=st , __
L,__�_ , L ,�. fM _�� , .1 TATE OF � _;U-:�
M4* 4W S.W. 51 STREET W '. 1. - -1 ^�e imica Sx 51 w11w (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - 4m fire. 51 srlw
" I ANWX_ 32' - ��- .�, V//'5;�,_ * 't Nj.r,.-
�, � '�e '. '. 20-175 '.
" * IT,Fq,��%, 0 � �. �..
� (".).me-7sill -.1 I 1.
.1 -m -, 'i" .., � 140 ammake. . SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ... m .. !t4t.m4l;r=t; ,01. WE P_ =14 20
5
20-175 - . T� mi��fjmmmur . (W)M'-184'r� UX 1-Imme. i`__.`�el .... 1&41 `HQ`Ic woms-Tall, m Dia.ism-tor, -'7j
W. -�Wu!e. - - - -11 I 50" 1 32' 1 32* w w 1 56- se , �Al Clik%2 .� - .1 MOONS ft INSTALLATION. - -
0) BUILj)-OUT or (R RUILQ-OUTT *r TRACK g k (po WAMERED WINIGNUT CA-00M - Opp." - . I -1 ---, CA-GIMIS u MZ6-11-
ME 61114ISKINIATAI�iDXCE !"i M.-M M !%"Tz�� - Ip I, "L -.1 - I - i I'll - i - - :��- Ain't iiizal M.- 1 - 1 - .
TRACK ANGLE IZAMA11i 3 ALI" eALIMAUR, FT- man 2 OF !a limitw g�lRKRIATUIIEiS�int !m'-,:m .. I I - -1. .... ill Am ow- ". � T �. m- 4 OF 1.
____ fl� tuv It . i _f__ . - - - FM9 ! i I l -- -- - --- �,R4167 I I A I I I I
I I I I __ -_ I
I I
INSIALLATION DETAILS FOR REGULAR PANEOD INSIALLATION DEIAM FOR REGULAR PANEL _____, - INSTAWAIM QUAM FOR REGULAR PANELd)INTO WOOD
INIQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ i"!--r-.�, ---.- INTO W-01-MUCTURES -1 - _7T L -----r---w. - I - I
. �T L� v . i I , ;7/ 1 -.1 A 17, - SEPARkTION I i
I L�' ;
ALTERMTE CONCRETE 11� -� _rODSAN Z __1 - i i q � '. -�77 -77
___', ,___ / SEE =CM /I - - TO GLASS. -_ �
ANCHORS LOCATION 11 - I � - �, " - /4-0-20.1- F (SEE SCHEDULE 14 1 / 1, / / ALTERNATE LEG
- '-" i -- Ittr _CbCATION
, F 5 W,V point
17-W SCHIEDULE ON �� _>`� , �� �� . SHEET I 1) z/ ill . 4) I I ON SHEET 3) i __V-A�_ 9 i 4'.S* (16n.) , - . /
,TNCRETE CREX_ ! SHEETS 9 THROUGH To) OR CONCRETE BLOCK I I � I i ,v 0 a 1/4. D.C. =1m ; AM - / / ' �1; L, =�� I � - I- /
-
I TERNATE LEG / , � / / i I � ADEQUACY OF EmStING wum_uwu - ;/ , I
&
W
EE SON ,L __ _� .�: / z ,
EXISTING POURED COIN EXISTING POURED CONCRET ,_ _� SEA -M
t ,� ure
OR CONCRETE BLOCK i I i A. i / 1. r4, / , 1�� - Cn -I-,
SHEETS 9 THROUGH 10�., REQUIRED. i REQUIRED. A . I �� I I v IA- E4/ /, u ` /
�. / \ / , ----I .,
CONCRETE ANCHOR! / � \ / . � _1 � PANEL LENGTH .;
T---m WOOD HEVER - " _(�) _ � � ; � I I -� i l M SCKOUILAE ANCHIMUT � IV �Vfl� / 11" �� , 1 � 1. " a)
==ZU7 \ � i LOCATION (SEE SSCHEEME RED-,.- _ - ,, , � I WOOD ANCHORS , 11 �, M, � � , -
" I � . /� " , /,/ �:l - (SEE SCHMLE ON I _\ � �> F I I - A-- ON= 11 FOR INSTALLATION. ZI . - -- I' Afi.� 7-
1 i 1 1/4, � I I . �
I - 4) SHuT I 1) //1 , , - � I __ "/, / ALTERNATE WOOD ANCHORS /� I I I � i - E" 1/4-xl- �0 WASHER WAD (D
�,
'7 l^Nl' .D eiRiCa tKAD 4 = W. I 1 I/ I , � \ I - -ED- +_____i7.= .1" :nl,K*ff
F_ r -rs d-X'm ON (SEE SC14EDUUE ON -17 ;
m 11/4- I /1. '/ A _= 7 �� ��,, ,a 1111'1�17 5 � G I i 7 P1,9 , SPAGER I - 5G1 1 - SHEET I . \ �: - 1
MAX. @�_ - ON OR � I" //, " - � ._(�) O' I - ,� � �] 1/2' . 12 'Ir .� _=
fr FIS lIr-20* S_� " W/ Iorr I F - - � I/4' * , � I I . I W
_,, & 12 1/2- Qt ; % �, % .______1 Wool) 2� 1 -1 ! ED � " - i �,�� / I -
, � --i I I I I � w \ I � I WOW HEADER 11 p Itz __---I _1R__j (n
SHEETS 0 THROUGH TO) � 1 \ / MIT, 1, ; � � , I - - - � I
i � ! _ 6. ___1 � / I � r REQUIRED t �
I .,� HEAGE8-- � -4 " ,, . i
I (WS E _ Dit , li2l' \' . 711,
- . i __I@ � - - � � __________i --- 1-11\ - - _�/4.1._�I* t
I i i - \ �.� � I j ED o =� (gIm_ ; z
I �� L i _1� ��, �__!:!� - . L
1 q>_ 1 L I -,- \ ,- i �� i � I I ��
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Av. �= I "I v Max. i t � i i - i ---Lj w WOOD NCHORS , � � 1 wmo a i/e = -4-a -
� __
I � PANEL LENGTH � �� � I ,,I "' i 1� I I- W. LONG &UWINUM SPACERS 0 12 1/2- 1 (SM SC COLUE ON � It,; \ I i
C _1G i ; E. (SEE SCHEME i � !
W. T � �! l, I ��, 1� I IMP- ! , N ;
I . . v MAX , EPWTIGN TO , i =3 -,.;.a
I �
I;= � � i I�L Al i �2 u- I � oc� (SEE TABLE p ON SHEET 11.) , I � / MI. ! I
�
IT 7 i I W, -j" IL;4 i � � , i I m
� W I __(�) I I I i _0) i I I � SEE NOTE - BELOW FOR UIVENDONS FOR 1 i @J 1 __�)
I - _AVJWN� � � -ION I ON XPARATION 't:' MAX, 1 1/2- LOW SLErm, I -T I ,
I , , -1 G) Tm� 1, IS I
\11
I �
III- I I.- 10 CLASS. - I I i PANEL UNGTH i In t , � I
_..-� � I- � � ; TO GLASS. I ZZ� ft & Ia g (SEE SCHEME PANEL LENGTH I I (SEE SCHEDULE � i V26 ME - I 1/�.-%B� I
----- 1 (SEE SCHED LE (SEE SCHEDULE # a 0 1
v a ON TO MASS. i 14�� p � ON SHIM U I 11 " bu-t-
ON SHEETS ,\,I
,
(SEE SCHEDULE ON . , I I - 11 ON SHEET 3) i ON SHEET 3) t___ -I- ON SHEET 3) , i I I � 11 ok � lN TO GLASS. ! 0
i. - 3) � ON SHEET 3) --
'L' M... /,. , , SEE SCHEDULE ON SHEET I 1) � - _4�W i _ Min. SEPARWR -
HEET I �_, - , - - , - , t_=__0__. _-, I r_=___,__ '---'-LL -,.--- -,-- ; , - 4�1_ �_ �,L- =m I "
, �_ V MAX
.... "MIFI
___S 'L" M., __4___ _ " 4��
1 � !_ - 'g-.Av t (SU SCHEME ON SHEET 3)-- 'S/ W PANEL LENGTH
I --f- _____ -,.-,-
__ _ -, -
PANEL UNGTH L-1 --- =_ ,-- W V_ ��, , - 11 - , _ .- 141 4 2 1 1 1 - .1 Al
� I I ___ I j 'L- MIAX� L
. I - ,::a - WI., I !% L - L _ I
11 --- - ____ - _N=v __ ,�,, =rr-en I I w � MINI, -I-
- =4=11-ln -,, . SPAM I ":, , \ \ �111 � , , -=(MArE FEMALE 0 OR PANEL. VOTE
t! (SEE SCHED LE I - - I I-.--- _�W FOR PAIG, � �_\, _` v I I-- L- , (SEE SCHEDULE
� --- r,------LL-'- . - 1 U I PANEL LENGTH I / � � 11 _ = � ��. = .� ......
wk . ON SHEET 3) E,USn I 11 (SEE -SCHEDULE . I (// I ,latun, came r-ri E. pq i 2-W 1 - PANEL LENGTH �Iv , � =.=., 0. SHEET 3) 0-
, ___ ___ �__+_T__ ! PLATE REQUIRED 1 I (Sm SCHEDULE " .. ;
i � I ---I I �SEE SCIM)ULE ! -,@ - . _71-1 1 ""Ki 1
3 � I
I I I - DIRECT MOUNT III SPACER a . z . .. I
P0 t- � - i � : I I z . I ON SHEET 3) 1 � I
- " I L � ! I * I I - � i .
sa SCHEDULE Y_ -I : I � L I I . . i z � .
; T= L 1 __(D I � 1.11's"N I I ON SH L EET 3) avl� - __ __ - ____1 i I , � WOW
4 ; 56X � ____J�D 1 ; =Nqi � .,� _� T '.Z � . I _____ �" w 0-
I OF v L 11 __T OF "v t i I ALTERNATIVE 2W" 1 ---(a) I
I I I : I I______y, -_ i 4 <
. I ; I OF 'L*
- : . I . ; � , 1 - _�* I SCALE 3/8-i' 11 i ;
i I I 1 5m 1 ; I "
I . MAX OF 'V i , . l
I � I
� - __@ � ; 1 1 i I I DESIGN LOADS FOR ! I �
(�) I 1�1. � MAX. �
Is 1 . i _T
a � ,,-,I-- 50% 1 5& ; 1___ f-I M - 4 . ,2 1/2- D.C. SEE TA13LE #11 ON SHIEET 11 FOR . PANEL LENGTHS &
� I OF _L1 � I �
I 0 12 1/2- Dr- - .i . ______A_. __ _j L i MAIL , I I OF 'L' 1 ED - - Mal KS.0 THIS INSTALLATION. ,,- -@ MAX, . I - i � 0
.
'
I .
. . 1 _ _.@ Im. ! , , I ' (�' Al I ; LIN -
I i : - I- - , W I : ' ,
I I I � I I --- : -_ � ---..J
1 t- j I i I , 0 12 1/2* D.C. i �, .
I 11 ; i I
I _. j ------I I - I 0 t2 1 I mv-- " - , , - ��,' --I It I . L I/ - lve_�$' CD =3
1
1 . 11 l
CONCRETE ANCH I I N I 11 I � k eum
9 I i i EF ,� __1 ___1 ',- I ; L__ i ! I � NO .. i , I i Eli 1�1 � 1 . mOm al -0
Of!� I i - vll;�Im_ CONCRETE AN GIES - if ______ --- L__ 'r C
I �L � k� - --- --- __
___ 1/2' O.C. �_ � r, - I ;
EXISTING POURIA (SEE WMEDULE L-g (BE: SCHnm01LRCEU0-N I ; ___ i ----I _ � i , � ,
C ; 4 0 " - - , L i " 1 , � it 11 I. A,. ** him I I, (w
Im'', 1\\1 EDGE OF WALL OR SLAB SHEETS 9 THIRD GH ICIF 2 I/O- LM ) MAX. ALUMINUM ", " � I N � ,� I :
REWIRED � JOZT� CONDITION) A SPACERS 0 �af D.C. VAUD FOR ____L_j i 1 'I, � ��_ T 7__ STAGGERM W/ STUID SPACER Sk MY K 1 1/2' tDM F�. I -_ ; - 11 � 1 �� -.i i, , -, 0
P/4- I- I I , (SEE SCHEDULE ON � �,
f I I � ALL DESION S AND PANEL I I h, i � _� I I �,,. � � ." 1: - �____ - WOOD 2'.4' WOOD PLAIL � � - 1,
� REQUIRED _0 ANCHORS
_g7KNGEPDIJRED CONCRETE �i� " 1� �,� SHEET 11) (1) "ovum" a lun To A ONE am" MINI= *Am lw-v . - 11.6 _ �, L__
, __�42 �
00 ETE msnNG POURED CONCRETE ; LENGTIZ PC i SHEET 3. ___ �z �4 WA wm Roo, =MMMA =fNew Aw 1 "4 � 'I i l 1
' 1'.4- WOOD , I ,� I ,� !f 1- I 1 1 � - - -I- - RECURED
. ' *=M- WOOD ANCHORS ___ (SEE SCHEDULE 00
CONCRETE ANCHOR5 I t R BLOCK OR CONCRETE BLOCK __ MAX. LONG ALUMINUM PACEFM 0 � 'j � vs K I,'
(SEE SCHEME ON __ � REQUIRED REWRE11. ' I/2. PLATE RECUR We ' � � i i I ; � \ �j !, MAMW ~ I 1). ON 1. __ ", 1 ,
_ * '12 11 ! ',�, I, �L � (SEE SCHEDULE � __ 'L, -, 1 1 , � I m o-
HEM 9 THROUGH 10) "0' WOOD __. 4 1 f , I ,
5 O.(I (SEE TABLESPI ON � , _=EAN S STU 1* WK SIERArAl M OILASill 011110900, __ (2) ZMMOOK 9A W ELMTORVALE To OR SHEET I 1) � ... .. - _____ ,�, i I SHEET I 1)
PIZIMJ ,
TE REQUIRED Sle�� trial
germ 9 at 10.) I , I Ink 0 M.3 _�, W -
- -_ I ' ' ' R / - -L A 1/4, = , ,
,� I ill t5tL 5Ctel OND LEWIS %xxmz"r L__
" i i 1 ! ", Ill SHEET I 1) COMKM WAIL V Oles 5 A Rm"wwH Fact 12 lIr = SPACING miom ON __2" Mf..--- - ___[ �I,L_`_Ll 11-1 � 0 (1)
, low 0)�
CLIUNG AIMMMOUNTING BUILD=QLI MOUNTING WALL MOUNTING IDIRE&M W45PACERS ffig OR " ,� I 1 I � i � . (1) Wamasm An OEM PROMM OKOM I
wm� � RATING 5 +60. -03 P.t. 0 LWW TO W AT ANN a)
, : (3) V=VL 211* AS MADAMOU"LOAMM LARGER MEL UMNS gLam ON
:Em,p 7 �z ____j , "'i"Ll- � J (2) mkwm mm Punt. UNM a WALL MOUNTINQ I DIRECT MOUNT ..... SHEET it)
SCALE 3/8-1- SCALE 3/8-1- w ALTERNAT]YE 2W I.), 72. "ING SPACEIt COMMOSAT f" Wou. BE AS "Xxm ON CEILING AND FLOOR ,MOUNTING BUILD-00 MOUNTING " ICU
WALL MOUNTING (3) m%-t24T%r'..,S ,::L SHIEET I 3/8.1'
SCALE 3/8-1- WMa 2. "MOVIT" OF I 11r LONG VACOR 2A ITS ONLY ALTERNATIVE 4W
ALTERNATIVE I W r FMWMZONMI.2.w3mvovmw� soml 3/8 I' SCALE 3/9�1*
-1, somweal ANG THE 2m Ile, W" OF THE FLOARA, ,"Imitil,100a " 00
SCALE 3/8-1" (4) INSTALLATION VAUD ONLY FOR WIND ax� CODE / - 1, %
*1
0114401" ;g
= 2 & 3 PER ASIM E ,�,��:.T/Q/-%
,f%HIifI#t",w "b"Il, - , _
. 4, , I *---`�XCEA�
"'41, � p'. TQ,�,% � I ..'.' �'-��-k w
�� Ajkt, Z' ... I
. _k, ". .-.. =
: . '? , NOTES, " . . Itu mu 0=, I NOTES: _z : -'.
A 1� `�% " ,yl 2
, .,I,: --� HNIgh Vmjocf�fy Hur no Zone) .- I - FLORIDA BUILDING CODE (Non High Vol HM FOR COMIENATION QE SE = . No. 44167 t = FLORI A BUILDING CODE (Non High Velocity Nu cone Zone),
Irp - * Ny-vae , �_ FLORIDA BUILDING CODE (Non - !mLy mu orma Zan*), z =
I� INSTALLATION ARE ONLY VALID FOR MAX. &S.D. z : w ollre A= PIT= Ac. I.P.
u.441 N OF SE=N : = - 1 am I%= W, f'r. TOP & BOTTOM MOUNTINGS CAN BE s <
- 1 STORM PANEL UPON fall DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON I; .. TE OF :,',:L� S Meet W.l
A, : 67 '. - vaillo mmxk mae. 24 GAGE GALVANIZED STEEL ROTE FOR CONIBINOO I . INSTALLATION ARE ONLY VAUD FOR MAX, KS.D. i - No. 44161 '. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN , DESIGN PRESSURE RATING MO AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL
� *' I * 9 - z * .1. _ __
F I * z *; . -, ,��
NOTE FOR CQMBIhQ0 OF SIP094s; : ;�/27/2- TOP & BOTTOM MOLINTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . I - , z
_O' 0/v/2020 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �.fopji , -
-w E 04 11LIEC0.111C. ,- GLOBAL PROTECTI
_� = am A-, PNOW- (a!i4)Wa-?54a. FAX, tASOHNIS-41M PRiew � )GRO-7644, M' (ft4)UD-SW - aMilim; - - (04)60-754 FAA (W)MMIR-11727 CRANNO NI, .
TOP & BOTTOM MOUNTINGS CM BE 4" &W, 51 vmw INSTALLATION. � STATE Of�__ tMARD M 51 SrFALT , � ft ON PRODUCTS, LLC. 'wt.
F-D. - EDGE DISTANCE TATE 0 . "x_ �, GLOBAL PROTECTION PRODUCTS, . %, , _ : _:_:� '
x-&-'.... ,� �, ..- � LLC. DATE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) - , I', A - L PROTECTION PRODUCTS, =. WE, MEMBERS TO BE SOUTHERN PINE No 4 W1 SPECIFIC �
(SEE SCHEDULE ON Z��� z �__ - - �__ - �_ "I -��,' L
_ n- DENSITY OF D.55 OR EQUAL. ,��A C .w ". !II STREET
, . "mm , GLUT - . alioiltOOlate ww_ PHONE SAKE. n_ =14 20-175 0
SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW -11 - - - - - -% -175 � o ai"' .: ,. "Ar IL 20-175 , !%-�__= I I
INSTALLATION. .. .. s e.x..:E7.Fw . ME, FL 3ml* MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �A � ...
. g� 2. FOR NEW WOOD FRAM CONSTRUCTION: WOOD
. :!�, , 20 �4 111w
MAI jkl,,�", -w�.! - 1 - !��. -j*a.._--- -IUAIAI i *�"'I� ,IN !-*! - !"o" RE
I r 1INIRSaWL-sammIRE/vATE 0""a"11.1 1z , - rm ! I I DENS" OF 0.55 OR EOUAL� . 0 A. "IA pz� I i - 11. " CA-0001000 . I , <
_ 'F , , I I I S.W 5 or Ia . - I,, ! I f , - amon 6 w ill - *,nILmwr.,L I m & 1.4 1 $"an I of is _j
. Utrm LIM wip - I Ct�� n4earts I 1 4 � � , �*! "` i "' , , - a_
I
SHEET NO.
SH 1.3
END CLOSURES DETAILS FOR INSIALLATION IN
POURED QQNCRETE.
CONCRETE
BLOCK Q8 WOOD
SAFETY E-Z HANQ
ZIRUCTURES: VAL112
STORM PANEL
FQR REGULAR. LIFE
0) 5YSTEMS
IF .4
&
REQUIRED
1/2'
2' � 3� , .093' 3105 H-14
GOIIZ�1`13 ALLOY CDNT.,A
ANGLE VM 1/4'0
TAPCGN * '2' O.C,
PO4IRED ��V!n 0004=_1
REQUIRED
POURED cow
CONCRETE 9LW
j
o'
—2
Min.
2 1/2'
&_
2"A" WDCO FlU
RE"Eo
OR4
4TERNAII:
ter A�kva
I�VLf PAPO
I GAP
1 3/4'
fTAPCM ANCHOR I
LEG LOCATION
f 0 W oc, i
VARIES
2' 2' .0105"
'A"
To
Co-�
w< L 43ff
CW* 310"154
SHEET
UIXAL ALUM. 0ENT PlAtt
POURED COWMETE, CONCRETE f
SLOM DR 2.4'WOM FRAME
5D$3-T6 ALLOY 2 1/2*
REOIMED
CONT. ALIAt ANGLE MI,
- - - - - - -
WE
1/4* . BOIL L3�" 4* 1 Wr
lot le = 105-1,114 ON 111:10-111 ALLOY
101/44KNUT CW& Af� ANGLE
CASE A (PLAN)
CASE 8 (PLAN)
CASE Q (P
CASE D (P
SCALE 1/4*-1*
SCALE 1/4--l-
SCALE 1/4--l-
SCALE 1/4"-l*
SOIM-SU OR CALK-81
U
Im
Pmomm
OR
Am,
I wow
OR 2W WOOD SIDES OF OPENING
OR IMCO PANDAME
P_
i [��ID
(MK PANEL
WIN
B,
CONCRETE a
2�w
&
FRAIME REOUIRED AS APPLICABLE
1 to& 11)
BEYOND
OPENING wam Rm
�Jff
fmouwm
j
RODIARM
t
VARIES �-�,Q)
OR(V
XTA= FRONT
61 mc,
WAR
WALL (NEKR CUT Eompmlwa To
to 8LO. DISTANCE
<
7 NAGM.R.6
CASE
SCALE
9 (PLAN)
1/4*-1'
—.r.Q
VALID DIRECT MOUNT
FOR INSTAUXTION ONLY
CERTIFIED PANEL, INSTALLATION
AT WALLS W/
No. 44167
SURFACE LEVEL VARIATIONS WITHIN 3/4-
FLORIDA BUILDING CODE (Man High Vielocityy Nu cone Zone)
CASE E (P
SCALE 1/4--l'
CASE E (E
SCALE
v�-- 5 TATE OF
A
v
mc,
24 "BE GALVANIZED STEEL STORM PANEL f-K
w.
1/4--l'
GLOBAL PROTECTION PRODUCTS, LLC.
oil
- - AN, A, - - —
44100 &wl 51 stREET
FL =14
20-175
ON _ - t ow
54)M�7W IM (W)W*4M
mulooffilloo low
Pz sEv'mj"TUw'%m
ck-abotelli,
WALTER A. TILLIT
F%MW " 1 '�E.
-, ' Rem a or to
MAXIMUM A-5-9. DESIGN PRESJURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINra
SCHEDULE FOR REGUIL&H STORM PANEL (1) INUALLATIONS 1810 WOOD STRUCTURO
(VALID ONLY FOR PANEL 0INsTALLATiONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
VAX. AS.D.
DESIGN
PRESS UBE
MATZ
MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOW ON SHEETS 6 & 7
APPIJOASUE
TO
ALTERNATKCS
A=
OF THU
WAnWM
PAM
La,-TH
v
00
TAPCON
LAO SCREW
I
PANELMATE
FEMALE ID
—
PLUS.
WOOD BUSW4
13,
Ir
Ir
13"
13*
Iw ziro
13,
ir
13"
13'
13-
till (OW)
6 1/2-
a 11r
a 1/1.
a 1/2-
1, 'A.
2w (Tow)
-
6 1/4"
12 1/2"
6 1/4"
W —(wa.
w-o"
a"
—Cwj
OR
LESS
a'
1.
a,
-
3w (BOTW
'3'
13"
13,
13"
13"
4W (TOM
+45, -45
DR
LESS
13-
13-
ir
13-
—mmom)
13*
IV
13*
13"
a 1/2-
IN (TOP)
Ir
Ir
13"
ir
61
lot (80170m)
1/2'
6 1/2"
6 IA'
6 1/2-
6 1/2-
2W (W)
-
-
1 0 1/4-
1 12 1/2.
8 1/*-
2W
4 112'
4"
1 6 1/2"
1 T2 -
m (TOP)
TO
14, _4"
4 1/2'
4 I/r
I
-
IN Marro*
to 1/2*
S:12�1
12'
12^
4'
4W (TOP)
ir
1 111
la,
a 1/2m
4w "From)
SEE TABLE #I FOR MAX. A.S.D. DESIGN LOADS & KAX. PANEL LIENGTIHS %`HEN SPAM J;-71
USED, CORRESPONDING ONLY M ALTERNATE 2W ON SHEET 6 IMS I
I/rii T
ANCHOR
114-0 PAREUMIT
ANCHOR 0 12 1,
MAX. A.S.O.
DESIGN
PRESSURE
RATING
MAXMUM ANCHORS SPACING MR F-D. - AS SHOWN ON SH 6 & 7
APPUCABLE
TO
Al-1131141110
f a ANY
10'FpT#14ET"M
MA)MMIUM
PANEL
LENGTH
(ft.)
TAPCON
LAO SCREW
PANELMOkrE
FEMALE 10
PANELMATE
PLUS
WOOD ousIm
Ir
Ir
Ir
13"
IIN W_
—
13,
Ir
Ir
Ir
Iw (WIMM)
a 1/2'
6 1/2-
6 t/v
6 1/2-
6 1/2-
(w)
-
-
6 1/4'
12 1/2'
a 1/4-
(ECIT.)
7*
7 1/2-
a.
(w)
OR
LESS
7 1/2-
a"
ar
IS.
-
3w (BOTTOM)
1
13*
13,
13,
ly
13,
w tw)
>+45. -45
To
475, -75
Ir
T�"
13'
13'
13,
4-W (BOTTOM)
13,
Ir
13'
Ir
to,
'w
?w (w)
Ir
Ir
13"
13,
6 i/4"
IN MOTION)
a 1/2-
6 1 A-
1 6 1/2.
8 1/2-
6 IA;
2W (TOP)
-
$ 1/4 . .
.... 12 1/2'
a 1/v
2W iporr.-)
>5'-D'
4 1/2-
w
7 llr
7 1/2'
1
IN
TO
7'-e
5�
5 1/2"
8*
O-OM)
1.3*
Ir
51,
13*
5� —1/2
4111 (TOP)
13,
Ir
13*
ir
10,
4w (BOTTOM)
A.S.D. DESIGN LOAD
MA)OMUM PANEL
LENM
40 PSF OR LESS
61-8.
> 40 PSF TO 50 PSF
W-21
> 50 PSF TO 60 PSF
5'-10'
MAX. A.S.D. DESIGN LOADS & MAX. PANEL Le4GTHS WIEN SPAM 0 IS
low- ONLY TO ALTERNAIE 7ff ON SHM7 6 1
A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE OR PANEL MATE PLUS
ANCHORS & W1 1/2' O.C�
INSTALLATIQN
DETAILS
FOR UEE SAFM PANEL
INTO POURED CONCRETE
OR
CONCRETE BLOCK
STRUCTURES
ETPURED
1/4 CON
'j;AP
ANG _U�. .
I F COMWED
PANEL LENGTH
(SEE ELEVATION
ON S14M 12)
LA
SEE 1HEETS 15 & 16 FOR ANCHORS TYPE It SFACNG FOR
IRSTAU.411ONS INTO WOOD FRAME MADbM
MINIMUM ARMOR SPACINVS AND MIN" EDGE DISTANCE
ARE INDWM ON THIS SCHEBLILE, FOR F D. LESS THAN
MOIM ON WHEDUM REDUCE ANCHOR SPACING BY
MULTIPLYING SPACING SHON14 ON SCHEDULE BY THE
MUZWM FACTORS. FOR THIS OPERATION TO BE POSSIBLE,
REDUCED SPACING OK41MED USAG FACTOR WALL NOT BE
LM 711AN WNKM PACING NOICAIM FOR MR ANCHOR
TYPE ON INS SCHEDULE.
ANCHOR Tm
UPOW
V*9m 0`0
3
-
3
3
3
31/2
_____2
r
3 'Ir
EXISTING F
CONCRETE
CONCRETE
IWOUIRED
1/4-0 PAINEIMTE
ANCHOR (BEYOND)
WAU MQUI01423
I" Win.
To CLASS
AT u
MAX
PAME1 LENGTH
(SEE a"ATION
ON SHEXt 12)
r- D
(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, (IN $HEETS 4 & 5)
mAx A.&D.
Des"
PRESSURE
RATING
(P.,C)
MAXIMUM
ANCHORS
SPACING
FOR
MIN ED.
PER SCHEDULE
BELOW
Ap
TO
10
IE
v
00
MAX. A.S.O.
DESIGN
PRESSURE
RATING
(P..J.)
MKXMM
ANCHORS
SPACINO
FOR
MIN ED.
PER SCHEDULE
BELOW
"N""'ABLE
TO SECTM
MAAMUM
PANEL
LENGTH
v
TAPOON
SOLID
-Su
FEMALE
10
PLUS
ZAMAC-NMUN
CALK-01
Tvom
SOUID-SET
—
PANEUMAIIE
FIEWAILE
10
I PANELMAGE
PLUS
ZAMAC-NAIUN
CALK
-IN
Mal: ANYON
WING
OF THEM
TO
mmm
3k
Ioo
TO
To
CONCRETE
GO
fir
TO
CONCRETE
W.C6
To
TO
COW
TO
CONLOM
... ...
COWB"V"
THEM
-
16
MORT,
DMIE
MIGNM1101
ARGUE
Cowwommm
=mm
mcnm
1' -45
OR
LESS
L17'
13*
111
11,
or
is'
Ir
-1111111m.
Ir
13,
3'
is'
13,
13*
1 crop)
OR
LESS
+45, -45
TO
.65, -65
I;r
Ir
Ir
10*
13*
Ir
Ir
ir
Ir
Ir
it IA'
I (w)
5'-6
OR
LESS
IY
or
13'
13'
Ir
13'
Ir
13-
13'
Ir
Ir
13"
1 (BOTTOM)
Ir
13*
Ir
13*
13"
Ir
Ir
Ir
13*
13*
Ir
At IA'l
(Wrmm)
Ir
Ir
13,
Ir
111
13,
Ir
Ir
13"
Ir
13*
Ir
9 (TOP)
13,
13"
13,
Ir
Ir
Ir
13,
is,
t3,
ir
13'
11 1/2'
2 (TOP)
137
13*
13'
13,
1,3-
a"
I,,
I�
la-
,,
1.-
'0
12 k-110161)
WITOM)
13"
Ir
Ir
13"
ir
13,
1 Ir
Ir
t3*
Ir
13'
1 Y
3 (TOP)
13,
13,
Ir
13,
13"
13,
ir
111
13*
12r
Ir
It 1/2'
3 (TOP)
-
-
12 1/2'
12 1/2"
6 1/4'
6 1/4"
12_1/VI2
1/2'
-
-
6 1/4-
8 Ile
3 (BOTTOM)
-
-
79 Ilf
12 IA`
41 1 1�1*
9 1/4'
12 1/2'12
t/2"
-
-
6 t/4'
6 Ile
3 (6011109)
r
or
r
r
r
, Ir
W
IF
1.
a'
7 lIr
4 (TOP)
5 1/2"
8'
e
r
6 1/2'
a'
7 1/2*
1 S'
Ir
e
r
4 fMP)
0.
-
a'
I --- -
-
-- sew,-
-
4 (BOTTOM)
-
IF
I -
r
I -
1 8*
-
'.
I -
w
-
4 (BuTrow
13"
13*
Ir
13'
13,
li�_
Ir
13'
Ir
13'
13*
IF-
5 (W)
13"
13,
la .
1 13*
Ir
Ir
Ir
13'
13'
13,
Ir
11 1/2,
5 (rom
I:r
13,
Ir
13"
Ir
ir
Ir
t3'
13,
Ir
13*
tr
5 (BOTTOM)
13,
12r
ir
Ir
ir
Ir
is"
la"
is,
13"
13*
11 tA'ID
(BOTTOM)
13'
Ir
13,
is,
Ir
13,
13"
t3'
Tr
13*
11'
1.3'
6 (TOP)
is'
Ir
Ir
Ir
Ir
13,
13,
13*
ir
Ir
or
11 1/2"s
(VIP)
-
6 1/4-
6 1/4'
—1/r
-i —1/4'
--
-
-
-
IT 1/4-
6 Ile
6 (MBOTnT.-)
-
6 Ile
6 1/4*
6 1/4'
6 Ile
-
-
16 1/4'
6 1/4'
6 (BOTT;-)
Is,
e
Ir
10 1/2*
Ir
r
Is,
7-
7 1/2
=1/2
—Ir
7-1/2
I'V-fr
m
13,
fil
jr
13'
Ir
9 1/2*
Ir
8 1/2'
2 1��2�
5 1/2"
12r
5 llr
I (TOP)
>3,-r
TO
9'-v
Ir
1.
Ir
13
IY
9 1/2,
13'
9 1/2
10 1/2,7
112,
Ir
or
I (BOTTOM)
Ir
7 lIr
Ir
13,
Ir
10,
Ir
to"
it*
Ir
or
6 1/2,
1 (BOTTOM)
Ir
51
Ir
to 1/2"
Ir
7"
1 13'
7*
7 1/215
1/21
ii;
4 IA
2 (TOP)
13,
B.
13,
1$'
Ir
e 1/2'
Ir
8 1/2*
1/2-
Ir
5 1/2'
i_(T6p5__
13*
1.
la"
13.
ir
19 1/21
ir
9 1/2
10 1/217
1/2
13'
6 1/2'
2 (BOTTOM)
ja*
7 1/2"
13^
13*
I-r
10,
Ir
10"
111
Is-
6 fA
2 (BOTTOM)
13"
7-
1 13-
13-
11-
9 1/2
13-
" 1 A_
101/2
7 1/2
13'
a IA'
3 (TOP)
13'
7 1/2'
13'
Ir
13,
10"
13,
to'
it'
a-
13.
8 1/2-
3 Cw)
-
-
112 11r,12
1/2'
6 1/�4-
8 Ile
12 1/2'
6 I/r
-
-
8 1/4"
6 1/4'
3 (1301TOM)
-
-
P2 t/rII2
1/2'
6 Ile
F 11,V
12 11Y
12 1/2'
-
-
5 1/4"
5 Ile
3 (130TION)
31
1/2'
r
4-
4 1/2'
3-
6 IA-
3-
4 CTOP)
7 1/2-
3'
Ir
15- -_
7'
4'
4'
4 1/2'
3 IA`
6 1/2*
4'
4 (TOP)
a
r
13'
7*
1 13'
1 1 r
Y
k7
9 1/2'
1 r
9 Ile
�Ilr
13'
6:
5
IF
2-
IA-
13
13
Ir
to
I
Ir
7
Ir
1 13*
12r
9 1/2'
IY
0 1/2'
10 llr
7 1/2'
13*
JA�
3 1/2'
13'
13,
13.
Ir
IV
13,
0-
1. LI/I 1
LIA
Is*
I 'r
S'
1 13'
110 1/2-
I I.
1 r
r
13"
7-
-
7 1/2
5 I/Z
I r
a_
-
13
$4-
9 1/2'
ISr
1/1]
-
1.,
-
18 1/4"16
""
ot '/..
-
_
6 il�V
6 t/4-j
6 1/4",
6 1/4'
-
6 1/4-16
1/4-
6 OIWT�-)i
SEE SHEET I I FOR ANCHORS TYPE & SFACM FOR on WOOD Famme mxzox&
MOMM MOW VACINUS NO MM" EDGE WTANDE ARE IND"TED, ON BIG WHEDULE FOR ILD
LMS TIAN INDICATED ON SCHEDULE REDUCE ANCHOR SFACING fff "Ifty" SPACING SHOWN ON
SCHMAX BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSIML REDUCED SPACING
OBTAINED MIND IACTOR VIALL NOT BE LIMS THAN WRIAN SPACING IMOCATED MR CAN ANCHOR TYPE
ON THIS SCHEDULE
ANCHOR TYPE
Iti"CON
MINIMUM ANCHOR VAC114 (in.)
3
3
3
5
2
21/2
M"NAM
3
3 tyr
V
3
lIr
NO,
Mi,
3 'Ir
4
AMA ON MONCE
FACTOR
*III
�IAD-
I'lloo
ce
GS ONLY AIM
SZ W.E 'I FOR 1-. A.S...
SPACIN ==f:&—
DESIGN USED�
(SEE SECTIONS & ALTERNATIVES ON SHEETS 13� 14� 15
r MAX R-IA/13. R-2A/13. R-3A/K R-18I R-2B/131 R-30/14,
D.W(J)' 1* MAL. *R-IIARI/15, R-2AW/IS� R-3AW/16. + R-181111/16, R-21fo R-38W,
0 0 0 0 0 1
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MAIIQMUIM PAIRIEL
LEMOITH
40 PSF OR LESS
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* 40 PSF TO 50 PSF
6'-2-
* 50 PSF TO 60 PSF
W-10,
A MAX PANEL L04THS ARE ON Y VALID FOR INSTALLATIONS
W1 SOLID SET ANCHORS & W 9 SPACER AT 12 1/2- OX.
____F_r_ -7-7
I I Rem LILA STORM PANEL
i 1/4*101-20mol' S�& bows W'@
(USE FOR PAND-
Ovm -f-51)
Y
STURM PANEL
1
--- WJ
LIFE SAFETY STORM PAP EL
"4"11;2
A, E,
L
T-_
A_ -
LOCATION 0 LIFE SAFM_--�_
4_� 1 .0
PANEL BOTTOM CORNERS I f . z I i
RIGHT PANEL
A/13� R-33A/14. R-1[0/13. R-38/14.
-2AW/15. R-3AW/16. L*R-IOW/15, R-29W/15, R-39W/16.
(SEE SWITION15 & ALTERNATIVES ON SHEETS 13, 14. 15 &16)--
UEE SAFEa STORM PANEL a)_KLEYAjjW (t)
REGULAR 2.647' SCALE 1/4--1
STORM PANEL G� imom WUEY)
LIFE SA;i4 PANEL q?A-
EXIERIOR K"
SECT104 A —A
SCALE 1/4'-1'
-------------
PANELLENOTH
8'-r 0 +40A -40.0 Ps.f.
(W/ OVERLAP MO PANEL LENGTH BM
'r-g* 0 +MO, -.34.0 p.J.
(W/O OAXAP No Plum LENGTH wa)
USE 2'-B* "� PANEL. LENGTH
AY ALL MDL*t*M
f INSIALLATMS ONLY VAUD FOR WIND
SPEED UP TO 170 oll.pol.
1/4* ;Ax GAP
czall
24 GAGE GALVANIZED STEEL STORM PANEL
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LL
115.6, fm:
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M. 1FS1 mm.
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-9 . i 1
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INSTALLA11914 DETAILS
FOR IJEE SAFETY
PANEL.1d)
INTO
WOOD STRUCTURES
7v" IT!.
X111
7
NOOD HEADER
X
V
X
X
X
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ON SHT 12)
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ON SHUT 121
ON SHEET 12)
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it
I* Won.
it
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2
7
L,
14 TO GLASS.
q) 40
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PLATE
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41 NO,
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ANCHOR 0 Ir 0.0, le q* O�C.
REOUIRED
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41,
W/ STUD
S' StAQUERED Wl STUD
I f
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r OC.
2*.4' WOOD _j".41 wow
y
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ALTERMATI&L F-JAW
j I
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11IMPOSAWAAFEL
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1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
PRESSURE RATINGS (p I AND PANEL LENGTHS AS
PER ELEVATION ON SHM 1z
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
7 am 1XI'm INC, 24 GAGE GALVANIZED STEEL STORM PANEL f1p.
.4416 ORW Ron,
STATE 4F- /T1 LTECO owc. N PRODUCTS. LW. 07/V/200
GLOW PROTECTIO am�
49011 SA 31 SOW
MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC
DENSITY OF 0.55 OR EQUAL
MOW,
JTHONE-�
TIL. =14
FA;t (M4)0��7 20-175
GRANNO _�
SHM too OF to
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) MD CORRESPONDING MAXIMUM ANCHOR SPACINra
SCHEDULE FOR REQULAR STORM PANEL M INSIALLATIONS INIQ COKRETE A CONCRETE BLOCK STRUCTURES
(VAUD ONLY FOR PANEL I(]) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
MAYL A.SLO.
DES"
PRESSURE
RATING
P;L
VAXWUM
ANCHORS
SPACING
FOR
MIN Ea
PER SCHEDULE
BELOW IF
APP"
70 Sm
—
PANEL
LENGTH
WAX. A.S,O�
DESIGN
PRESSURE
(p J.
MAXIMUM
ANCHORS
SPACING
FOR
MIN E.O.
PER SCHEDULE
BELOW
APPIUCAIRE
TO
X
MAXIMUM
PAME1.
LEMCM
TAPOON
SOUD-SV
PANEUMATE
I PANOLMAYE
2AMAONAIUN
CALK-91
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To
I PMELIIATE
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10
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To
=
TO
—
OGIC'm
10
TO
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TO
=
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ill
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.
OF THEM
To
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OF THEM
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-ft
TO
+7575
13*
it*
%31
Ir
I r
13,
11,
Ir
12*_
13,
to"
I (w)
OR
>+75, -75
To
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Ir
51
or
Id 1/2'
jr
5 11r
Ir
6 llr
7 jtn
IlIr
IY
4 1/2-
1 (W)
OR
LESS
is,
it'
Ir
13,
14,
ir
Ir
Ir
Ir
32*
ir
10'
1 (BOTTOM)
13-
a 1/2'
13'
13.
Ir
IF
Ir
v
to*
7 llr
13,
v
1 (BOTTOM)
13*
ti-
Ir
13,
Ir
Ir
Ir
Ir
Ir
Ir
13"
to"
2 (TOP)
Ir
r
13'
10 1/2"
13'
6 1/2*
'/ 2
J�/2
ir
6 fIr
7 1/2'
5 I1;r
13'
4 1/2'
2 CROP)
13,
ll,
13,
13*
lr
13'
7y
ir
i2r
ir
i3l
ic'
12 (BOTTOM)
13,
r
121"
is,
13r
9 7/2'
13'
9 IA`
10 1/2'
7 1/2'
Ir
6 1/2'
2 (BOTTOM)
15,
it'
ir
13*
13,
ir
".
13,
Ir
12,
13,
IW
13 (TOP)
Ir
r
Ir
13,
Ir
9 1/2'
1
9 IA'
10 1/2'
7 IA`
Ir
Or-
13 CWW)
12 1/2-12
IA7
6 Ile
6 Ile
12 1/2"12
11r
-
6 1/4-
0 1/4-
3 (WrTOM)
-
-
/2'12
1/2"
6 1/4*
6 1114V
12 1/2'
4 11C
6 1
/4-
IF
41.
or
6 1/2'
7'
r
ot"
4 IA`
4 CIOPI
71
3'
5 1/2'
7'
3 1/2*
'A.
I/V
Ar
1
4 (TOP)
w
0*
r
4 (SOTMM)
15 1/2"
4 (BOTTOM)
Ir
ll,
13"
13,
13'
13"
Ir
13-
13*
12!'_
13'
To.
s (Top)
ir
6 1/2*
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13"
Ir
v
Ir
0'
13.
or
3
11
13*
13,
Ir
13'
ir
Ir
13*
'r
I r
1w
5 (BOTTOM)
Ir
7'
13
Ir
jr
9 1/2*
13
9 IjV
10 1/2"
7 I1r
13
w
5 imarTom)
13,
it'
13,
Ir
I'r
13'
Ir
Ir
13'
ir
is,
to,
6 (TOP)
13'
10 1/2'
Ir
6 TIr
J3"
6 1/2'
7 I1r
5 llr
13'
r�
4 1/2'
6 (TOP)
-
6 1/4-
a 1/4-
8 1/4-
8 111V
6 1 4*
6 1/4,
6 (sam-)
1 1/4'
1 Ile
1 1/4'
! 1/4"
6 1/1'
6 1111'
6114'
6 1/4'
6 WITT-)
Ir
7 1/Z'
Ir
13,
Ir
IV
lzr
to,
it"
111
6 tl;r
I (TOP)
�V_e
TO
5'_Or
13,
I.
tr
111 1/9'
Ir
6 1/2"
13*
5 177
7 =1F
=172.
I ".
13.
1 M)
>v-
TO
'r-5'
13'
7 Ve
Ir
13*
13'
110 1/2'
Ir
!Ii
1
13,
r
-I (BOTTOM)
Ir
—
6 1/2'
11'
137
13,
1.
Ir-
0,
IV
71 *
13-
B,
I (statirw
74
i 1/2'
-73
13,
ir
I icr
13,
_III
1 op
jl�r
6.
13"
6 I1rI2
(TOP)
5*
1 r
10 IA'
13*
6 llr
I Y
6 t/2"
7 1/2'
5 sIr
5 112r'
IY
4 1/2
Ir
7 1/2-
13-
Ir
13'
10 llr
Ir
10 1/2111
llr
'.
Ir
7*
12 (BOTTOM)
Ir
71
Ir
or
Ir
Q 1/2*
3'
9 1/2'
10 1/2"
7 1/2'
Ir
6 1/2'
2 (8011011)
jr
13*
Ir
aj�T
Ir
10 llr
11 1/2'
S*
13'
7-
13 CTOP)
Ir
7'
ir
13*
Ir
9 1/2'
13'
9 1/2'
10 llr
7 1/1"
Ir
6'
Lqn_
L2 I/r
12 1/2'
6 1/4�
8 1/4'112
IA`
S 1/4'
-
1
6 1/4�
8 1/4-13
(BOTTOM)
12 1/2'112
1/2'
6 1/4-
1, 1/4-
12 172
F
6 I/v
-
-
6 1/4-
6 1/4-
3 (BOTTOM)
I —/r
3 wr
a-
v
7 1/2'
B
2'
r
r
lar
-5 1p'
or*
4 1/2*
3'
6 ll:r
2 1/2'
4 CTOP)
to.
14 (BOTTOM)
I/V
Ir
-
5 1/2*
7'
4 (BOTTOM)
v,
21
_ F_
3
T
--I-
37
10 1/2*
13'
10 1/2*
21 Ir
S'
It.
13'
.
—
i i/r
13,
ISE'
11
13,
9,
too
"I"
it 21��
D_
41
, , _.
13'
10 1/2
I__
13-
1
±1/4
10 1/2
1;
J/2
13,
Ir
7.
Ir
I
a-
9 1,f2'
TO 1/2*
37/�
Ir
17 I/ef
11,
13-
Ir
I. I/
11 1
737-
Ir
v
1 3'
IA*
1
13'
5 i/v
7 _2',
1
13"
4 1/2'
6 (TOP)
16 1/4'1
1
6 1/4'1
-
16 114,
6 Ile.
6 (Eam..)
SEE SHEET it FOR ANCHORS TYK R, VACING MR INSIALtATOM INTO WOW FRAME &AMC&
�MM ANCHOR SPACW= AM MhWW WOE OBTIANCE ARE WCKTEO ON INS SOMALE. FOR E.M
LM THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING W WAXIMY11113 SPACING SHOW ON
SCHEDULE: my THE FOLLOWING rACTOW FOR Tm 01,010310" TO BE POSSIBLE. REDUCED SWING
091ADIED LF!"M AACM SHALL NOT IN LEM THAN MNI SPACM 11411CATIOD FOR EAW MOM TYPE
ON THIS SCIIEDUUE
ANCHOR TM
Rolue-ar,
-ummum ANCHOR SPACING 01)
- _3
i 3
s
2 I1r
21/2
omm 0.4
34 3 'Ir
I r
3
1 3 'jr
3
1 - - 11LACK
3 1 11r
1 3 'Ir
-
4
ACIUM. MM awma px�
FACTOR
78
3 1��
.w
ait-
SPACINGS ONLY VAM *a SIPAM (P is USED III FOR MAJX A-S.D.
DESIGN LOADS & MAIL PAI41 LENGTHS . S�x rg USED.
0
I' Mhl�
Ile
I -C u.
� PANEL ILI
i (SEE ELD
I ON SHEE
11A
7 L
,r*ED CONCRETE OR
EILDC. REQUIRED.
"_AA s
JR NEL&
REGULAR 0A� 2 Uft&!"NEL
WALL MOUNTINGS
SCALE 3/8-1"
TABLE J1 A
A.S.D. DESIGN LOAD
MAAMIUM PANEL
LENGTH
40 PSF OR LESS
> 40 PSF TO 50 PSF
6'-2"
> 50 PSF TO SO PSF
51-10,
A MAX PANEL LENGTHS ARE ONgY VAUD FOR INSTALLATIONS
W/ SOLID SET ANCHORS & W SPACER AT 12 1/2- O.C.
INSTALW19H DETAILS FOR LIEE SAFEa PANEL
IM EOURED CONCRETE QR CONCREIE SOCK STRUCIURES
114'0 TAPCON___ _fMMURED 1/4-0 TAN
C
ANCHOR 0 r D.C. I I OR ANCHOR 0
JERM 0
XMION
E'r 12)
It TO GLASS.
SEE SHEETS 10 A, $6 MR ANCHORS
ANCHOR rm
TM A SPACING FOR INSTALLATIONS UnG
Room
mommmo. MCI" WAD" 00
WOOD "B"W" BAUG`NML
MOULW ANCHOR SPACINGS AND MWM"
joNu, 00
3
EDGE DISTANCE ME "O'C"E" ON Tin
SCREGUM FOR F 0. LESS INAN INDOXTED
ON SCHEDULE REDUCE ANCHOR SPACING
C-6 woolk 04
3
BY
SCHEDULE 8, THE FOULOWIND FACTORS
AmulLawalmorm
FACM
Ul
" Tom OPERAT" TO BE POSSM�L
ROWED VACING ommm um
FACTOR SWULL NOT BE LESS THAN
m
MINIM SPACING INDICATED FOR EACH
ANCHOR TYPE ON THIS SCHEDULE.
'L' MAX,
PANEL LENGTH
(SEC 0AVATION
ON SHEET 12)
"L' MAX.
PANEL LENGTH
(SEE ELFVATM
ON SHEET 12)
ED _j E,
ED ED
GO.
1/4's TAPOON t:114'# TAPCON
0 91 D.C. a V* O.C.
i E)ITSTING POURED CONCRETE OR RED CONCRETE GR
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smQ&.fi__2A
.0 INUOUAR_P�15 0 lHiMNEL
WALL MOUNTINIGS
SCALE 3/8-1-
INSIALLATION DEIAILj FOR LIFE SAFE11 PA
IbITO WOOD STRUCTURES
2,
CID HEADER
LINED
O.C. O.C.
A
X/
2. /4' 1/4'
MAIL
Nir.
Exit
GLASS
it
At—
"L MAX. PANEL MAX.
PANEL LENGTH (SEE LENGTH
ELEVATION
(SEE ELEVATION ON SHEET 12)
ON SH�V 12)
It r min.
r—TO
v if
I LA
A- -AT
CIO.
L
2-.,r Woo&_ 2*.4' WOW
PLATE PLATE
REQUIRED N
Pmruwc PLUS REQUIRED 1/4'0 PANELMATE PLUS
R 0 12 1/2" D.C. ANCHOR 0 12 1/2' D.C.
T
A
PA EL
WALL WOUNITINGS
SCALE 3/8
.44167 FLORIDA BUILDING CODE (Nolm Nigh Velocity Hut onti Zone),
0m. 111171 lourom tom 24 GAGE GALVANIZED STEEL STORM PANEL FA
z OPAW eft
1 . INSTALLATION ARE ONLY VAUD FOR MAX. &S.O. 1? STATE Of
DESIGN PRESSURE RATINGS (p,s.f) AND PANEL �'4 0 A ON PRODUCTS. U.C.
LE14GTHS AS PEIR ELEVATION ON SHEET 12. Z. IILIECOINC GLOBAL PROTECTI -- DOL
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD m_ 49M S.W. 5 2111127
so.-Jow— Domr fl, =4
Nff 20-175
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECJFIC H-mmit —:(W— `� �- 0$4)u�7m. bm. (000"m
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SECTION EZI & ALTERNATIVE EZIW ON SKEET
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WNUM
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ROM
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SEE NOTES 2, 3, 4 io. (2). E,1111, PANELS SHALL IWV,,SE CONNECTED TO BOTTOM TRACK
RWISE A STOP IALL 21E PROVIDED AT TOP OF SUCH
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+/
is 40.0 p..f.
(3). IF END PANF1 S ARE CONNECTED TO BOTTOM TRACK, CONNECTION
IL
It
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OVERLAP TRACK. LOCATION OF FASTIENERS MAY RE AT EITHER OF TWO
APPLICABLE) EMRIOR FLAT FLANGES OF END PANEL
Sas i
OF 'L 4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
TRACK (i.e. A STOP SM IS ONLY USED AT TOP) AT LEAST TWO
ITT-T-17 i 11-1 1 1717MT-11-T-1-711-F-IF _1_TTFH_1_TTT__FP1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
I I I I I I I I I I I I I INDICATED ON NOTE 3 N SUCH CASE, CONNECTION OF
�.)Tm
__LJ_J_.L.L_J_J
�4--i-ILL-1 L-I.J-L L_J_J_L.L.J_J_l. PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATfON.
�
SEE NOTE Wm�!
3- M-
I Min, I^ Non. t INSTALLATIONS ONLY VALID FOR WIND
TE 3 SPEED UP TO 170 MP.h.
L ANCHORS
_(Sa SECIION E21 & ALTERNATIVE E21W ON SHEET Is)-
+EZ1/18,
EZIW/18
�-LEVATION FOR SERIES 2900 E-Z HANG STORM PANEL SYSIEM
SCALE: 3/32'=l'
1/4- M- GAP
7 7 7`7
7
MAX. GAP
SECTION A -A
SCALE: 3/32'-1'
FLORIDA BUILDING CODE (Won High Velocity HIM Icone Zone)
e:xEIO Tu`= M ly.
0. 44167 1 24 GAGE GALVANIZED MM STORM PANEL
STATE 0 GLOBAL PROTECTION PRODUCTS, U.C.
QXO S.*I 51 STREET
VAW_ FL -175
Ner 20
"611 PIAC C, to
-TUP
MIER , , PE
j Is
ENGINEERING
ENC31INEERING EXPRESBO
PRODUCT EVALUATION REPORT
September 15, 2020
Application Number: 17869.1-R2
FX Project Number. 20-31543
Product Manufacturer All American Shutters and Glass
Manufacturer Address: 1540 Donne Road
West Palm Beach, FIL 33409
Product Name & Description: 249a Galvanized Steel $term Panels
Large Missile Impact Resistant
Scope of Evaluation:
This Product Evaluation Report is being issued In accordance with the requirements of the Florida
Deparmient of Business and Professional Regulation (Florida Building Commission) Role Chapter
6IG20-3.005, FA ' C�, for statiewide acceptance per Method 1(d), The product noted above has been
tested and/or evaluated as sum"mrized herein to show compliance With the Florida Building Code
Seventh Edifion (2020) and Is. W the purpose Intended, at hEast equivalent to that required by the Code.
Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
revisions,
Substantiating Data:
- PRODUICr EVALUATION DOCUMENTS
FX drawing #20-31543 filled '24ga Galvanized Steel Storm Panels (WHZ & Non44VHZ)', sheets 1-5,
prepared by Engineering Expres%, signed & sealed by Frank Bermardo, P.E_ Is an Integral part ofthis
Evaluation Report
. TEST REPORTS
Un&nn static structural performance, has been tested in accordance wIth TAB 202 test standards per test
report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc.
Large missle Impact resistance and cyclic loading performance has been tested in accordance with TAS
201 and TAS 203 test Standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
. STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on
comparative and/or rational am" to quakly the following design criteria:
1. Maxinturn Adlowable Spans
2. Minimum Allowable Spans
3. Minimum Glass Separation
4. Anchor Spacing
160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAM @ENGINEERING EXPRESS, COM
ENS rNEERING EXPRESSxom
ON* ENGINEERING
Page 2 of 2
All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
No 33% increase in allowable stress has been used In the design of this product
Separation from glazing Is not required for installations outside of wind zone 4 and essential foci es.
IN
Impact Resistance.
Large Impact Resistance has been demonstrated as "danced In previously %led teall report(s). and is
accounhad for in the engineering design of this producL
Mnd Load Resistance
This product has been designed it) rasist wind loads as Indicated In the span schedule(s) an the
respective Product Evaluation Document Cie. eng)nearft drawing).
Installation
This product shall be Installed in shict compliance with ft respective Product Evaluation Document O.e.
engineering drawing), along with all components noted therein.
Product components shall be of the material specified in that product's respective Product Evaluation
Document O.e. engineering drawing) -
Limitations & Conditions of Use:
Use of this product shag be In strict accordance with the respective Product Evaluation Document li.e.
engineering drawfing) as noted herein.
AM supporting host s1ructuras shall be designed to resist all superimposed loads and shall be of a material
listed In this product's respective anchor schedule, Most Structure conditions which are not accounted lbr
In this product's respective anchor schedule shall be designed for on a sit"perific basis by a rejutered
professional engineer.
AM components, which are permanently fnsM#ad shell be protected against corrosion, Contamination, and
other such damage at all times.
This product has been designed for use within and outside the Hgh Velocity Hurricane Zone (KVHZ).
Respectfully,
.6
Frank Bennardo, PE
EN13INEERING ExPRE&,s*
#PE0046549 I Cert. Auth. 9885
160 SW IVA AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAM@ENGiNEERiNGExPREss.com
ENGINECRINGExPRESS.CGM
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DETAILS EOR
POURED CONCRETE, CONCRETE
SERIES 2000 E-Z HANG
BLOCK AND WOOD
STORM PANEL
STRUCTURES
R ar
ETE OR
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SCALE 3/S=I'
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SCALE 3/8=1-
..........
1. INSTALLATION ARE ONLY VAUD FOR MAX. A�S.O. DES"
M PANEL LENGTH
IN
SMI BE 2 -6"
0.441 S
PX310 TZIM W_
FLOR11 BUILDING CODE (Won High Velocity HIM
24 GAGE GALVANIZED STEEL STORIA PANEL
Gone Zone)l
I -
PRESSURE RATING +/- 40.0 P.O. AND 6'-0* MAX
STATE O�
IA" r
Z08AL PROTECTION PRODUCTS, LLC.1
PANEL LENGTH.
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
Z�IILIECOIHNI:-
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.
00 SUN, 61 STREET
A.. - - - -ff- F1, 31114
-
20-1-15
MEMBERS M BE SOUTHERN P114E No 2, W/ SPECIFIC
,
PHDW. (W)NI FMI 0154)116�
DENSITY OF 0.55 OR EQUAL
al 18 or in
ALL AMERICAN SHUTFERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVITIZ)
WIDTH UNLIMITED
ERP. To PANEL SPAN)
TOP MOUNT (CONN T P.
TYPE AS REQ'D) SECTIONS
WIT II WASHIRED
/,WINGNUr5 FASTENED 0,
OVERLAPS 0 MIDSPAN NSF
APPROPRIATE 8PAN TABLE)
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BOTT OUNT N
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5
............
B0170M MOUNT (00F,2q-1
L_
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TYPE AS RECI'D)
CeSTRUCTION)
PANELS MAY BE NOTCH ED AS REQUIRED,1
Y�'-20STTTCH
$00MLT081WALITH WASHERED
PRC)VIDED THAT CONNECTIONS AND
ANCHORS ARE USED 1� HICH SATI BEY
WINRSNUTS FASTENE6@
SPANS ABOVE & BELOW OBSTRUCTION
OVEERLVS @ MIDSPAN (USE
ABLE)
VERMAL MOUNT ELEVATION
/�2� (NOTCHED PANELS)
\.L/ NTS.
ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 rALIGS PANFLA
MINIMUM STORM PANEL SEPARATION FROM GLASS
(HVHZ, WINO ZONE 4 & ESSENTRALFACHITHIS)
u T
I"ISR"N
ALLOWABLE
INSTALLATIONS LESS
INSTALLATIONS A
PRESSURE
SAAN (IM-)
THAN 3V ABOVE GRADE
TRAN3O`A0OVGEGEA`OEEft
(PSF)
1/-30
130.0 1.
6,06 in
2.16 1.
./,35
130.01,
6.06 In
+1-45
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130.0 In
105.6 In
6.06 In
6.08 in
116 in
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SPAN SCHEDULt NOTtb:
1. ENTER $PAN SCHWULES WITH NEGATIVE
DESIGN LOAD & PANEL FASTENER SPACING TO
DETERMINE MAXIMUM ALLOWABLE STORM PANEL
SPAN. SCHEDULE 15 ACCEFTAJILE FOR USE WITH
POSTTIVE LOADS LESS THAN OR IEQUAL TO
NEGATIVE DESIGN LOAD$.
2. 'PANEL FASTENEW ARE STUDS USED IN
CONIUNCMON WITH ALL MOUNTING EXTRUSIONS
("F'-TRACK. STUDDED ANGLE, ETC.). USE 6.25'
D.C. PANEL FASTENER SPACING TABLE VALUES FOR
ALL H` AND 'U"-HEADCRS (INCLUDING BUILD OUT
CONDITIONS).
3. LINEAR INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETSWINE
MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED,
2. SCREDULEISREWIRIED FOR USE WITH POSITIVELOADSONLY.
INTERPOLATION BETWEEN LOADS IS ACCEPITABLE. OTHERWISE USE NEXT HIGHER
LO D.
3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REWIRED.
Di
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
S NOTED IN DESIGNI
DESIGN NOTES: � SCHEDULES
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PEP.
'SEPARATE ENGINE%G INACCORDANCE WITH THE
GOVE E N
�IZTEIVI'NNE'5DCION"�',�6CP'O'RE95�M'E� 51R�'IMU 77NTCHAPTIER
16C9 CfTHE FLORIDA BUILDING CODE SMALL BE LESS THAN
C
PQVAL TO THE POSITIVE OR NEGATIVE DESIGN
ASSEMBLY AS SHOWN,
GENERAL NOTES:
THIS SPECIFICATION HAS BEEN De8IGWEOAND SHALL BE FABk�ATFD IN
HAS BEEN USED IN THE
� PROJECT
OSHALL BE RESPONSTRU
'0 THIS DESIGN WHICH
ACTOR,
. SMALL a, UMED IN
EP, SCONYT
0, ED
A -
PAN CA1,CULATIONSAS
� DOES NOT PROVICHE
-M 115 -FERENT FROM
"INEER OR REGISTERED
TS FOR USE IN
ON MAXIMUM TESTED
S. �ORNPAr4E��ALLCMF�TOA�4MS3�U�UMLQUALTTY
STEEL0606 VAt4�OCOA�NOW�tiAl-13NIMUMFV-4$.IKSI.
10, ALL ALUMINUM 9XTRU51ON5 5HA1.L BE 606.1T6AUUMINUM ALLOY.
UN ESS N07ED'OTHERWISE.
11. T�&WT70MO�Al�SH�JNM�BEIR�RCHA14GED��LO
CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR
HORLIGNTA"YA5 APPLICABLE.
12. ALLSEEMBEDOBUTO
NON_CRACKED CONCRETE ON _Y� INSTALL ALL CONCRETE ANCHORS P EFL
MAN 4FACTURIX5, REI;OMMENDATIONS.
33. THE CQNTPA=R IS PASPONSIBLETO INSULATE 09 PROTECTALL
MEMBERS FROM DISSIMILAR MIATERIALSTO PREVENTELECITROLYS11.
14, ENGINEER SEAL AFFIXED HERE TOVALIOATES SXRUCT RALDESrGNAS
SHOWPIONLY. USE OF THIS SPECIFICATION BYCON'TRACTOR-t-L
IN.EmItInn a SAVES HAR.LESS T`JS ENGMt. RALLO05T.OAMAGES
INCLUDING LEGAL FEES& APPELLATE FEES RESU LT114G FROM 14ATERIAL
FABRICATION, SYSTE14 ERECTION, 8, CONSTRUCTION PRACTICES BEYOND THAT
V4MjCM IS CAU-M FOR BY L-AL, STATE, & FEDERAL CODES s FROM
Q�SVIATTON5� OF THIS PLAN,
15, EXCEP'TAS Y PA D H ` 14,00 ADDITIONAL
OR L 7NTII
CIR13"CATIONS e"MOAT100ZTERE I N ED
,AL AI.TBRA .,4s.ADWrlOtIS,CROTMMMA�KING�iTOTHMD�UMENT
ARE NOT PERMITT-Bb AND INVALIDATE THIS CERTIFICATION,
PANELS BRALLSE PERMANENTLY LABELED WITHA MINIMUM OF (1) LABEL
VE
,E E RY3,BFEEr.CO�AMINGIHEFOUO�'gNGI�IMRMA�ON.
VISIT
@Z1M,&A,L-0WABLE SPAN SCHEDULE
@Z1M,&A,L-0WABLE SPAN SCHEDULE
TOP
MOUNT
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USED .1 BUILO�- MOUNMINO O.MOITHINS, �Eov� SEP-n- R� G`S5 S-1 III PEA DEtUL I
6�NG (m n"An, 10. VlOw - MOUNTING comomm IP%A`N IN THESE, o-INGS,
OPTIONAL INTERIOR FASTENING DETAIL
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ANCHOR NOTES:
I . A NCHCIR 5 CHED U LE APPLIES 11) A UL PRODUCTS CERTIFIED H ERE IN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SHALL APPLY
2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE E)USTING STRUCTURE
MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UT-TER SPAN.5 ELECT
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDMON ISEE MOUNTING DETAILS ON
SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE),
I " PANEL FA57ENERV'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
(-F�MACX,S_TUDDED ANGLE, ETC.), USE 6,25" C.C. PANEL FASTENER SPACUNG TABLE VALUES FOR
AU_�H"- AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
4. ANCHORS SHAU BE INSTALLED IN AOCORDANCE WITH MANUFACTURERS'RECOMMENDATroNS,
5 HOLLOW BLOCK HQST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK.
6: MINIMUM EM"DMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK AND OTHER WALL
ADEQUAT LY TRANSFER LOADS TO HOST STRUCTURE.
a. CONCRETE ANICHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCREM ONLY,
WHERE EXISTING STRUCTURE IS WOOD FRAMING, MSTING CONDITIONS MAY VARY, FIELD
VERIFY THAT FASTENERS ARE INTOADEQUATEWOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHAUL BE LOCATED IN
CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (;"EDGE DISTANCE IS ACCEPTABLE FOR WOOD
FRAMING), WOOD STUD SHALL BE `SOUTHERN PINE" G=0,5 5 OR GREATER DENSITY, LAG SCREW
SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAM
11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOLID -SET` & BRASS BUSHING.
12 MACHINE SCREVIVS SMALL HAVE 1f2" MINIMUM ENGAGEMENT OF THREADS INTO THIE BASE
ANCHOR AND MAY HAVE EITHER -A PAN HEAD, TRUSS HEAD, OR WAFER HEAD �SIDEWALK BOLT) U.N.O.
13. P41NIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO ORL OTHER WALL FINISHES,
16� LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH �E ANCHOR SCHEDULES LISTED ON
THIS SHEET,
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