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AB or A.B.
Anchor Bolt
ABV or Abv.
Above
AC or AIC
Air -Conditioner
ADJ or ADJ.
Adjustable
AFF or A.F.F.
Above Finished Floor
AHU orA.H.U.
Air Handler Unit
ALT or ALT.
Aftemate
BC
Base Cabinet
BF
Bifold Door
BK SH or Blk Sh
BookShelf
BLK or BLK.
Block
BLW or BLW.
Below
BM or BIT.
Beam
BOT or Bot.
Bottom
BP or B.P.
Bypass(door)
BRG or BRG.
Bearing
C
Carpet
CAB
Cabinet
CIR or Cir.
Circle
CJ or C/J
Control Joint
CLG or Clg.
Ceiling
CMU
Concrete Masonry Unit
COFF or Coff.
Coffered or Tray Ceiling
COL or Col.
Column
COMM or Comm.
Community
COMP or Comp.
Compressor
CONN or CONN.
Connection
CONT or Cont.
Continuous
CSMT
Casement
CT or C.T.
Ceramic Tile
D or D.
Dryer
DB
Door Bell
DBIL or Dbl.
Double
DCF
Decorative Cementitious Finish
DEC or Dec.
Decorative
DED or Ded.
Dedicated (outlet)
DIA or Dia.
Diameter
DISP or Disp.
Disposal
DIST or Dist.
Distance
DMF
Decorative Masonry Finish
DS or D.S.
Drawer Stack
DTL
Detail
DV or D.V.
DryerVent
DVP or DV.P.
Diverter Valve (plumbing)
DW or D.W.
Dishwasher
EA or Ea.
Each
ELEC or Elec.
Electrical
ELEV or Elev.
Elevation
EQ
Equal
EW or E.W.
Each Way
EXP or Exp.
Expansion
EXT or Ext.
Exterior
FBC
Florida Building Code
FDN or Fdn.
Foundation
FFB
Finsh Floor Break
FG
Fiberglass (Shower Pan)
FIN
Finished
FIN FLR or FF or Fin. Ar. Finished Floor
ABBREVIATIONS
FIX or FXD
Fixed
FLR or Flr.
Floor
FLR SYS or Flr Sys
Floor System
FOM or F.O.M.
Face Of Masonry
FP or F.P.
Fireplace
FIR DR
French Door
FIRT
Front
FT or Ft.
Foot/ Feet
FTG or Ftg.
Footing
FXD GL
Fixed Glass
GALV or GaIv.
Galvanized
CC or G.C.
General Contractor
GFI or G.F.I.
Ground Fault Interrupter
GT or G.T.
Girder Truss
GYP BID or Gyp. Bol.
Gypsum Board
HB
Hose Bibb
HC
Hollow Core
HDR or Hdr.
Header
HGT or Hgt.
Height
HH or H.H.
Hand Held (plumbing faucet)
HORIZ
Horizontal
HS
Hard Surface (flooring)
ILO
In Lieu Of
INSUL or Insul.
Insulation
INT or Int.
Interior
KNVALL or K/Wall
Kneewall
KS or K.S,
Knee Space
LAUN or Latin,
Laundry
LAV or Lay.
Lavatory
LF or L.F.
Linear Ft.
LL
Lintel Length
LT
Laundry Tub
MAS or Mas.
Masonry
MAX or Max
Maximum
MC
Medicine Cabinet
MFR or Mfr.
Manufacturer
MGT
Management (room)
MIN or Min
Minimum
MIR or Mir.
Mirror
ML or M.L.
Microlam
MONO or Mono
Monolithic
MW or MICRO or Micro,
Microwave
NTS or N.T.S.
Not to Scale
OE or 0. E.
Owners Entry
OPNG or Opn'g.
Opening
OPT or Opt.
Optional
PC
Pull Chain
PED or Ped.
Pedestal
PH
Phone
PKT or Pkt.
Pocket (Door)
PL or P.L.
Parallam
PLF
Pounds per linear foot
PLNT SHLF or Plt. Sh.
Plant Shelf
PLT HT or PIt Ht.
Plate Height
PSF
Pounds per square foot
PT or P.T.
Pressure Treated
PW or P.W.
Pre -wire
PWDR or Pwd.
Powder Room
RA or R/A or R.A.
Return Air
RAD or Red.
Radius
RAG or Rag.
Return Air Grill
REC or Rec.
Recessed
RECEPT
Receptacle
REF or Ref.
Refrigerator
REINF
Reinforcing
REQD or Req'd.
Required
RM or Rm.
Room
FIND or Rnd.
Round
RO or R.O.
Rough Opening
RS, R/S, R/SH or R&S
Rod and Shelf
Sc
Solid Core
SO or SO.
Smoke Detector
SGD
Sliding Glass Door
SH or Sh.
Shelves
SHT
Sheet
SHWR or Shwr.
Shower
SL or S.L.
Side Lights
SPECS or SPECS.
Specifications
SPF or S.P.F.
Spruce Pine Fir
SO FT or SF or S.F.
Square Foot (feet)
SO or Sq.
Square
STO
Storage
SW or S.W.
Shear Wall
SYP or S.Y. P.
Southern Yellow Pine
TB
Towel Bar
TEMP or Temp.
Tempered
THIKN or Thik'n.
Thicken
TOB or T.O.B.
Top of Block
TOM or T.O.M.
Top of Masonry
TOP or T. 0. P.
Top of Plate
TP
Toilet Paper Holder
TR
Towel Ring
TRANS WDW or Trans.
Transom Window
TYP or Typ.
Typical
LIC or u.c.
Under Counter
UCL
Under Cabinet Lighting
UNO or U.N.O.
Unless Noted Otherwise
V or v.
Valve (shower or tub/shower)
VB
Vanity Base
VERT or Vert.
Vertical
VIL or V. L.
Versalam
VTR or VTE
Vent through Roof / Exterior
Worw
Washer
W/ or wl
With
WA or W.A.
Wedge Anchor
WC or W/C or W.C.
Water Closet (toilet)
WD or Wd
Wood
WDW HDR or WOW HDR.
Window Header
WH or W.H.
Water Heater
VIAC or W. I.C.
Walk-in Closet
WM or W.M.
Wall Mounted (plumbing fixture)
WID
Water Prooffing)
WS
Water Softener
WWF
Welded Wire Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-08-15 2.0 FRAME-WAL REVISIONS
12-22-16 3.0 Al B1 ELEV. REVISIONS
01-04-18 4.0 2017 FBC UPDATES
REV. 06.23.22
02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG.
03-29-18 5.1 UPDATED PER CITY COMMENTS
08-23-19 5.2 ENG. REVIEW FOR 150-C MPH
12-19-20 6.0 FBC 2020 CODE UPDATE
11-29-21 7.0 ADDED ELEV KLM PER C.M.
-Nil
2575 Al B1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1.1 FIRST FLOOR PLAN
1.2 SECOND FLOOR PLAN
2 INTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM DETAILS
4.1 FIRST FLOOR ELECTRICAL PLAN
4.2 SECOND FLOOR ELECTRICAL PLAN
5 ROOF PLAN
6. FOUNDATION PLAN
7.1 FLOOR/ROOF FRAMING PLAN
7.2 ROOF FRAMING PLAN
8 LINTEL PLAN
SN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
S6 DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
D1 DETAILS & SECTIONS
D2 DETAILS & SECTIONS
WP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALNUMBERS
PA1.1 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVALNUMBERS
PA1.3 PRODUCTAPPROVALNUMBERS
PAIIA PRODUCTAPPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the E&#fieees kno*edge, Wo-rmation and belief,
the stnictural plans and spec4ficallons 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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TYP @ 2 STORY
1.
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MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
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- 2X1 0 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2X1 2 #2 SYP W/ 112"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVIL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2'
Follow Q/S4. See Plan for
RAG
FILITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX 251
S.H.
13
20 X 381
184 X 371
S.H.
14
20 X 501
18 4 X 50
S.H.
15
20 X 63
18 4 X 62
S.H.
16
20 X 72
184X714
S.H.
11-12
27 1/4 X 26
26 X 25 4
S.H.
11113
27 1/4 X 38
26 x 371
S.H.
1H4
271 X 501
26 x 50
S.H.
IIH5
27JX63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36 4 X 25 1/2
S.H.
23
37JX 381
36 4 X 37 314
S.H.
24
37JX 501
36JX 50
S.H.
25
37JX63
364 X 62 1/2
S.H.
26
37JX 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52JX 25 J
S.H.
33
54 X 381
52 4 X 37 1
S.H.
34
54 X 501
52 JX 50
S.H.
35
54 X 63
524 X 624
S.H.
36
54 X 72
52J X 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
FIRST FLOOR PLAN - ELEV-Al
SCALE: Y411= 1 1-011
General Notes
R302.5 Dwelling/Garage Opening/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 1-318" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above f1r. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / - 33.5
SEE S
SEE SN SHEET ru N SHEET
140MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING 1093
AREA
SECOND FLOOR LIVING 1491
AREA
LIVING TOTAL 2584
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3046
INSULATION REQ.
EXT CONIC WALL I R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
EXT FRAME 2 x 6 R-19 KRAFT FACED
CONDITIONED CEILING I - ` - - --
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION IR-11/R-13 KRAFTFACED
(GARAGE / LIVING)
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To the best of the Engineers knowledge, informabon and belief,
the structural plans and specAcations contained within these
drawings comply with the 2020
Flodde Building Code -
Residential 7th Edibon. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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18'-8" 19'-4"
TYP @
CORNERS
25LSH<�> 4) U.N.O.
- - - - R&S-, EGRESS FIBERGLA
Cc,� SURROUN
TYP @ 2 STORY
W.I.C. B -DROOM 4 P,
3 18'-0" FLAT CLC. 8'-0" FLAT CLG. BEDROOM 3
D2 CARPET
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TO BE 2x4 #2 SURROUN) J
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HAt ISON BOX
A 2868 PL 1.8 E
-6"A.F.F.- FIB 2900 1
3-44" V-9? @ 1 74" 54" 2'-6"
16'-8" 4'-q" T-721" 14-4-
OWNERS FC03
YR. A. G�
SUITE 16
I I LOFT
4) 8'-0" FLAT CLG. 15 1 1 1 8'-0" FLAT CLG. <H >2
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I I S2
STAIR CALCULATI
TOTAL RISE = 10"-
(16) RISERS AT 7 9/16"
10" TREADS wt 1" NOSING
Stair and Rallina General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 Inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 Inches at any point within the clear width of the staIr.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 Inch or a bevel not exceeding Y2 inch. A nosing projection not less than 3/4 inch and not more than 111 A
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
Handralls 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. Handralls 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:
Handralls 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.
CONT. HANDRAIL--/
RETURN TO
:A WALL DETAIL.
) SCALE: NTS
I SEE PLAN FOR LANDING DEPTH i
MIN. (3) 2x ST
@ END OF LA
BELOW HDR.
STANDARD(
STRINGERS
SIMPSON A3
MP34 CLIP T
FLOOR SYSI
LANDING FR
(2) 2x H
REQ'D (
LANDIN
STRINC
CONNE
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERAL FLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
0 16"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
2x8 #2 SYP (P.T. IF MASONRY
WALL) CONTINUOUS LEDGER
w/ (3) 16d NAILS @ 16" O.C. MAX.
TO EA. STUD. ((2) 1/4"X3 112-
TITENS @ 16" O.C. MAX. FOR
MASONRY WALL)
GENERAL LANDING FRAMING INFO._
SCALE: N.T.S.
V-0" MAX LANDING LENGTH
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 1 3/4" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4' X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow QIS4. 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
REQUIREDSTUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25J
S.H.
13
20 X 38 J
18 4 X 371
S.H.
14
20 X 50 J
184 X 50
S.H.
15
20 X 63
181 X 62J
S.H.
16
20 X 72
18J X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25 J
S.H.
1113
27 1/4 X 38 J
26 x 371
S.H.
11-14
27JX 501
26 x 50
S.H.
1115
27 J X 63
26 X 62 112
S.H.
1H6
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 4 X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 1
36 J X 50
S.H.
25
37 J X 63
36 4 X 62 1/2
S.H.
26
37 J X 72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73 4 WIDE
S.H.
32
54 X 26
52JX254
S.H.
33
54 X 38 J
524 X 371
S.H.
34
54 X 501
52JX 50
S.H.
35
54 X 63
52 4 X 62 4
S.H.
36
54 X 72
52JX 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
14()r
RFV 10 1 90 rAR
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
80-011
2x4
I
SYP #2
16" O.C.
SPF #2
911-0111
2x4
SYP #2
16" O.C.
M>911-01#
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN g'-O", THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16- D.C. OR SINGLE STUDS
@ 12' O.C.'
THIS IS Ol Y USED MTH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32"EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS"
General Notes
R302.5 Dwelling/Garage Open I ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
a From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
9 Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
a Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re-circu lation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
A
+29.7 If -32.2
111
+29.7 If -39.7
+28.3 If -30.8
+28.3 / -37.0
+26.6 / -29.1
+26.6 If -33.5
G
EE SN SHEET SEE SN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.77
WALL LEGEND
MASONRY HGT. @ 8'-8" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING 1093
AREA
SECOND FLOOR LIVING 1491
AREA
LIVING TOTAL 2584
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3046
INSULATION REQ.
8 LOCATION R-VALUE / TYPE
EXT CONIC WALL R-4.1 HIGH PERM
39'-0" EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-19 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
SECOND FLOOR PLAN - ELEV-Al (INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFT FACED
SCALE: Y4"=1'-0" (GARAGE / LIVING) I
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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
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signature and seal.
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OWNERS BATH BATH 2
INTERIOR ELEVATIONS_
SCALE: 1/2"=l'-O"
NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER
CABINETS
CABINETS BELOW
36" H UPPER
CABINETS
MIRROR SHWR. SHWR. DOUBLE 30" H UPPER
CURTAIN HEAD RODS 16" FOR LINEN CABINETS
VARIES / /I / 12" FOR PANTRY N.
1% ROD 0 0- z OVERHANGS THAT
24" TOWEL BAR SINGLE EXCEED12"MAY
U) TOWEL BAR IN (L ROD REQUIRE A SUPPORT
Uj ON WALL ABOVE TUB OR SHWR. BRACKET
TOILET TOWEL BAR cr 36" H BASE
0 FINISHED CABINETS
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OWNERS BATH BATH 2
INTERIOR ELEVATIONS_
SCALE: 1/2"=l'-O"
NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER
CABINETS
CABINETS BELOW
36" H UPPER
CABINETS
MIRROR SHWR. SHWR. DOUBLE 30" H UPPER
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VARIES / /I / 12" FOR PANTRY N.
1% ROD 0 0- z OVERHANGS THAT
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____ 1�
SHINGLE OR TILE ROOF PER
COMMUNITY SPECS - INSTALLED
PER MANUFACTURERS
SPECIFICATIONS
16070 OVERHEAD DOOR
11-011
EXTERIOR
PLASTER ON
FRAME
—TEXTURED
CEMENTITIOUS
FINISH ON
CMU (TYP)
FRONT ELEVATION - A1_
SCALE: 1/4"=V-0"
FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTUER SPECIFICATIONS
12 12
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—4, T.O.P.
- - - - - - - - - - - -
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REV. 09.24.21
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FUN
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,
150AI200A INDOOR
PANEL CENTER
01 #14 to lights & outlets
NEMA 1 10 #12 to appliances and GFI
150AMP/
200 AMP 10 #10 to WH
10 #8 to Range
11 #6 to HVAC
METER
T/-1 50=2/0
n 200=4/0 in 2" Conduit
200 amp
150 amp
UNDERGROUND act
SERVICE BY POWER CO. _ jsnnL
INTERSYSTEM 4 Bare Cu Ground
BONDING #4 GROUNDING WIRE
TERMINATION PER WITH CODE APPROVED
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY.
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44"AFF
Bathroom 39" AFF
Laundry Room 36"AFF
Exterior Waterproof 12"AFF
Garage - general purpose 44" AFF
Range 2"AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is Intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide 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 15'-0"
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 DEDICATED RECEPTACLE
UL 2075, gas and vapor detector sensor, according to the installation. FOR MICROWAVE RANGE VERIFY METER LOCATION
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a HOOD PER SPECS WITH RI III DER
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. GFI q1GFI %FI VERIFY LOCATION 'PQIr,ATION
r - - - - -
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not OPT. ELECTRICAL PANEL F �5FI W_4T'_A_F._F._
acceptable. REF.
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
CL KITCHE
every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges Installed in
comer counters.
N
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DUPLEX CONVENIENCE OUTLET r - - - - - - - - - -
GF1
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EXHAUSTFAN R.
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ELECTRIC DOOR OPERATOR (OPTIONAL) WP F - - - - -
CHIMES (OPTIONAL) Ile ROUGH -IN FOR
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FE9 DISC.
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I TO LIGHT
SMOKE DETECTOR I 'K I I 1_4 AND
@ SWITCH
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TELEPHONE (OPTIONAL)
US13 TELEPHONE/USB (OPTIONAL) H.B.-t-
TELEVISION (OPTIONAL)
ffq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
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DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
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I so pf
ELECTRICAL CONTRACTOR 200AAMMP 0 #10 to WH
MUST VERIFY WITH THE 00 #8 to Range
SPECIFICATIONS FOR THE TYPE 0 06 to FfVAC
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LOCATION PURPOSES. MAIN 50�2
U r2oo=4'100 In 2" Conduit
200 amp
150 amp
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' centedine 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 R314.11 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/Garbon 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 R4601.17.1.14.
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.
I ELECTRICAL KEY I
1LZ7-1L
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DUPLEX CONVENIENCE OUTLET
I Z±�'
FF
DUPLEX OUTLET ABOVE COUNTER
K I ::%
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WEATHERPROOF DUPLEX OUTLET
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[1�
HALF -SWITCHED DUPLEX OUTLET
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SPECIAL PURPOSE OUTLET
4a
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K�r=
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
14
FOUR-WAY SWITCH
$R
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CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�-o
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
I W11
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC H]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
Ifq
TELEVISION (OPTIONAL)
FTq 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
Q�� 0
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6j%
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
UNDERGROUND
SERVICE BY POWER CO.
— 4 Bare Cu Ground
INTERSYSTEM
BONDING
#4 GROUNDING WIRE
TERMINATION HEH
WITH CODE APPROVED
NEC 17,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
RECEPT.
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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
VVVVF PLACED IN
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Residential 7th Edition. Engineells signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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STRUCTURAL
SHEATHING (SEE C/S6
FOR NAILING INFO.) —
2x CONT, W/ (2)-12d
NAILS @ EA. TRUSS
2x4 CONT. RIBBON W/
(4)
16d NAILS @ EA, TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END —
8d NAILS @ 24" O.C.
TO BLOCKING
STRUCTURAL
SHEATHING
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
OILSEE PLAN
')WTRUSS BRG.
CONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
CO3� CANT. FLOOR TRUSS CONN..
I SCALE: 3/4" = 1 '-W
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
�XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG�
,WIND AREA VALUE DENOTES PRESSURE
18r) FEETI I-) VALUE DENOTES SUCTION [4:12]-[12:12]
— -- --- -- I a=4ft
AREA ROOF 1 2e 2n 2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57 t
GABLE -38.22 -38.22 -60.99 -60.99 -6099
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILIE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O,C 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: ASTIM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Yjr," EXP. 1 CY16) or IY32" EXP. 103/16)
!ILL 1Y32" EXP. 1 e�116)
NOTE:
1. PER CODE ASTIM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED
WITHASTM F1667RSRS-03 10d (2V2"x0.131") NAILS ORASTM F1667RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
'KING
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-(12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1 1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
wl (18) 1/4"x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HID ACHOR
BOLTS
RFUS
I
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
-
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 Gdx1 -1 /2"
HTT5
5795
5/8' ANCH. /(26) 10d A-1/2
K
HD3B
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
-
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5w/(10)1/4'
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
IN
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
203513400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
--
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-112"
S
VGT - M
4940
3555
w/ (16) 1/4"x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -10d x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -10d x (1) 5/8" ATR w/ 12"
EMBED wl USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SIRREA79-&—
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
31 00-M 4520-F
31 00-M 3800-F.
w/ (32) 16D SIN KERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
I 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.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. RI
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
1K1Tr0Qrr'T1f)K1C QD1 U"Wrl
TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE:, SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
—4—
OR 2 PLY
'ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR/ROOF FRAMING PLAN — ELEV—Al
SCALE: Y4"=1'-0"
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
�XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA (+) VALUE DENOTES PRESSURE
ISQ FEEn I`-) VALUE DENOTES SUCTION [4:121-[12:12]
— ____ I a=4ft
AREA ROOF 1 2e 2n 2r 3 3e 3r
10 IP -35.94 -49.57 49.57 -49.57
-38.22 -38.22 -60.99 -60.99 -6099 -78:.:58:j
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 C4116) or 1Y32" EXP. 1 03/jr,)
I[LL IV32" EXP. 1 0�116)
NOTE:
1. PER CODE ASTIVI F1667 RSRS-01 REFERENCE TO 8d (2 %"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED
%A11"rU A 'rhA tf4D& 11 0
0 1 N rA -V,3 I UU ke-/2 XV.1,21 ) IIMIL,�Urlmollvl r- 100i r%orNc)-U4k-j X.14V 114AIL0
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]
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 112"
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 - 10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2"& 8-10d
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HD ACHOR
BOLTS
RFUS
7100
w/ (12) WS3 WOOD
SCREWS AND (4) 314" x 6'
WEDGE -BOLTS
J
HTT5
4350
3740
5/8"ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8' ANCH. /(26) 10d x1-1/2
K
HD3B
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4-
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8"ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8' ATR
N
LUS26
1165/1060
1005/915
8 - 10d 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 - 10d x 1 1/2"
MTW112
1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4"x 3"SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED w/
SIMPSON SET w/ 12' MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
SINKERS FOR FRAME
.16D
U
MGT
3965
3330
22-10dx(1)5/8"ATRW/12"
EMBED w/ SIMPSON "SET"
EPDXY
ILUGT2
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32)_f60_MKERS &
31 00-M 4520-F
131 00-M 3800-F
wl (32) 16D
(14) 1/4"x 2 1/4"TITENS
(10) 1/4" x 3" WEDGE-
(2 PLY) OR (28) 16D
BOLTS (2-PLY) OR (32) 161
SINKERS FOR FRAME
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1 1 010 1
605
1 12 - 10d
SPT24 1
1090
1 1
12 - 10d
HCP2
1 590 1
555
1 12-1 Od x 1 1/2"
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.
(2)
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
YP. @ 2 STORY
DROP HIP DETAIL.
MGT w/ (22) 0.148
J4-SDS2.5 (10) 1W
)S WOOD SCREWS
NTR.
;IM. W/ BLOCKING
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) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING I V
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
---31—
(A)
Nk
OR 2 PLY
'ARRIER
!2131� A t
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SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN — ELEV—Al
SCALE: Y4"=1'-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and spedfications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed joints.
2, Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All [inlets meet or exceed U360 vertical defiection, except lintels IT-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 llntels installed In exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads should be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
- - - Safe -vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
1051
8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T
(9 S (9 (9
FORM & GROUT SOLID
4-
C4 <
0 #5 BAR CONT.
8F12-1B/1T
(0
W" LINTEL DETAIL
SCALE a N.T.S.
E S
0 0:
UN
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R�m
Kamm
TYPE DESIGNATION
R
IN.
BAR AT TOP
(1) REO'D
ALTERNATE POWERS
F = FILLED WITH
GROUT/ U = UNFILLED
ILEAR
STEEL
R RECESSED
LINTEL
QTY. OF #5
4
F,
REBAR @ BOTTOM
OF LINTEL CAVITY
4
M.U.
#5 REBAR AT TOP
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NOMINAL-
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HEIGHT
REINFORCING
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PROVIDED IN
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B"NOMINALVVIUIH 7e-LINTEL
b � "5 BAR AT BOTTOh
(VARIES)
W 0 U1 AS INDICATED
LL��16 GAUGE POWERS
MATERIALS
r_rC_P_r_e_c=asinteIs 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11 " slump.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1, Refer to manufacturers specifications for Installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturers specifications.
7/32 wire per ASTM A510,
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the camendtluos coating. See Contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
--STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
2x8 #2 SYP STUDS @ 8" O.C. W1 (2) USP OR
SIMPSON MSTAM36 STRAPS EACH STUD ((1)
STRAPS EACH SIDE) CENTERED W/ (13) 10d
NAILS & (8) Y4"xl J" TAPCONS OR TITIENS
'CENTER OF STRAP @ TIWALL TYP. U.N.O. 4SEE PLAN
TMALL
2x8 #2 SYP P.T. BASE PLATE
W/Y2' EPDXY ANCHOR OR Y2'.
J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE
32" O.C. & 6" FROM EACH END W1 (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
REVISED: 11/04/19 SCALE: 1" = V-10"
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 0 ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
E )MIN.
17'-4" LL
(B
5'-8" LL
V.
B
5.-8" LL
5'-10" LL
B
5'-8" LL
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To the best of the Engineers knowledge. Information and belief,
the structural
drawings comply with the 2020
Ronda Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structure( 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
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 1 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (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.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
IIST 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 W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
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 ILL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-1-P CONCRETE EXPOSED TO EXTERIOR:
C-1-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"
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
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 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U,N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSIITPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87,
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'.
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "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
grinkler systems including all risers and
f thin 1'
spray hea s shall not be installed wl -0" of the building side wall.
4. FB� R Rq1 8.7- To provide for inspection for termite infestation, between
wal � overing and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra
etc., shall be made with permanent metal or plastic forms. Permanent forms must
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 rpinf 11 occurs befdre vapor retarder placement,
T
retreatment is requir .
9. FBC-R R318.1.5 - C,7ncrete ov.erpouf and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chernipal barrier must be installed after
construction is complete, including landsca in and irrigation. Any soil disturbed
' t I
after the vertical barrier is applied, shall be re reated,
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 apartment
by a licensed pest control company before a certificate of occupancy will%9 issued.
The certificate of compliance shall state: 'The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEIL NGS AND 1Y
1 8"
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 3/8". 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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METALLATH
16GAxl-1\2" LONG (3/4%1" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THLIS:-) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
FILL CELL --A STD. 90' HOOK BOND BEAM
(n
LU
cr_ STD. 900 CONT. #5
BAR
CONT. #5 HOOK
BAR
#5 CONT.
...... FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
GIRDER TRUSS
r- 2X TOP PLATE
5/8,10
THRU
BOLT
2 X B.U.0
BOND BEAM STEP
SCALE: N.T.S. SIMPSON MGT
w/ (22) 1 Od
2nd FLOOR NAILS TYP.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN SIMPSON META12 META12 TSS
1��PLYWOOD FLOOR TYPICAL SIMPSON MGT TO
INSTALLATION @ MID SPAN
SEE PLAN FOR REQ'D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW NOTE:
FOR BLOCKING/TJI
UPLIFT VALUE
T
IS BASED ON
0. MASONRY WALL OR
INTERIOR BRG. WALL S.P.F.
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from LOCATION OF
STUDS
above to bearing below. SECOND H10A
(WHEN
SECTION @ INT. BRG. WALL SIMPSON H10A REQUIRED)
DOUBLE JOIST CONSTRUCTION w/ (18) 1 Od x 1 1/2"
N.T.S.
(Not required if both loaded equally from above) NAILS
Filler blocking 1/8" min. small gap 2" min. UPLIFT = 1015#
2" ax. 4" max.
1/8" gap Web Stiffener Fastener Sche—dule
-JoIst Bearina ocation TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A
Series -D-e-p-t7h End Intermediate INSTALLATION INSTALLATION
—i I ll, NIC Sa 9-1/2" 2-8d 2-8d
/ / EICI 1000 11 -7/8" 2-8d 3-8d
Clinch nails 14" 2-8d___ 5-8d
/ ID 9-1/2" 2-8d 2-8d
when Scl 6000S 11-7/8" 2-8d 3-8d
possible 4" MIN. EMBEDMENT
BC16500se 2-8d 5-8d SEE SCHEDULE FOR
1) Support back of web during nailing to prevent damage to y 16" 2-8d 6-8d SIZE AND QUANTITY
11-7)8" 2-8d 3-8d
web -flange connection. OF FASTENERS
BC160s@ 14" 2-8d 5_8d
2) Block solid between joists for full length of span. Tight fit 16" 2- d 6-8d
11-7/81, 3-td 3-16d
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 14" 5-16d I 5-16d
BC190s
4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16 6-16d] 6-16d
CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
16GAxl-1/2" LONG (3/4%11" 2x-
- Hangers with side nailing.
sides by 6".
� 1 6"
7 3'
4'
17 6"
- Hangers with sides not containing
CROWN) STAPLES@ 6" OF THE JOIST ASA REQUIRED LEAVING GAP @ TOP
O.C. VERT INTO STUDS top flange of joist. WEB STIFFENER
(NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
CORNER OF
HOME
GARAGE SIDE
101
-011
TANK -LESS W/H
H C G
0 0 0
51-011
STUB -OUT FOR 9
L LO
GAS METER 0
Z
9
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
211 x 4,, @ 1611 O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
1IT-911
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16- O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-11
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-611
(2) 16d TOENAILS
2" X 8" @ 24" O,C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-0"
(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
BCI8Joist
Backer Block
Thickness
Filler Block Thickness
Series
5000s 1.8/13
3/4" or 7/8"
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x - lumbe r
Double 2 x - lumber
F
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
require additional
wall or beam below.*
k
consideration. Check
41/16"
local building
Eh—:O
code for appropriate
details in
One 10d box
areas=20 of high
or--20 sinke
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" 110d) nails at 6" o.c.
Provide adequate bearing
for each lapped joist.
Od nails
INT
SECTION BRIG. WALL
N.T.S.
NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
D
IN BEARING ZONES
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
DO NOT cut, notch
or drill flanges
CID
t
6
6" A %" ROUND HOLE MAY 6"r' 6"^ -DO NOT CUT HOLES
BE CUT ANYWHERE IN LARGER THAN IY"
CANTILEVER 2
THE WEB. PROVIDE AT
__1.D IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Plumbing
Required on interior walls: - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or L
beam below Load bearing wall must stack over _J
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
'oc'
he
W / I -Joist can be offset
13/4" minimum bearing for each.
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
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.
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.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
�4_9 - # ._* 1
11 N 1, 7111 ffl� WIN
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR 4 ......
Joist ha
FOUNDATION INFO 4
STEM FOUNDATION
Filler block.
Nail with
10-10d nails,
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
1 1/4'�-2" gap —
It Backe
r Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
eb stiffner as
height
requirements
0 6 X Joist
D depth
I -JOISTS BUCKETS
N.T.S.
REINF. SEE PLAN
A
(2) #5 REBAR
z��--C C=ASE 4' �PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP 2) #5's x 4' 0"
CENTERED @ PIPE
PENETRATION
12" BELOW
GRADE
4
4
rr JITT tflLL
F
FT\
PLUMBING LINE
PVC OR SCH40 SLEEVE
4,
4 1:::::l
1-1
SEE FND. PLN 1
SIZE & R
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
AlA
z
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
FF
N< [Al
4
4
4 A
SEE FND. PLN.
SIZE & REINF.
cli
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C"
C)
06 C13
4V C-4
C
%
All
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VIP
OVA
%
I .......
NN
,Otj��
To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
structural engineering portions of the drawing pages bearing
the ,
Engineer's signature and seal.
in
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
V 2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" O.C. W/ (2) 10--0" (R302.1 1)
-\ P4
16rf TnFNAII 1; T &
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
PRE ENGINEERED WOOD 7
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE wl ASTM
D7158-CLASS G or H, or ASTM
D3161 -CLASS F, IN
I W-i
12 ACCORDANCE w/ TABLE
TYP.) V R905.2.6.1, FLORIDA BUILDING III
ARIES
-Z(T:y P 7.) CODE 7TH EDITION (2020)
8
RESIDENTIAL
ROOF SHEATHING - SEE
INSULATION LE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL W/ OUT UPLIFT
SEE TYP. WALL SECTION
ELEV. VARIESAilk SCALE: 3/4"=V-0"
N 3-
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
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
Wx8"X`16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
-ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C._/
0. C.
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLSI
FOUNDATION PLAN
k
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
ce) AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ IXI
/--NOTE:EXTEND
WlAXW1.4 WWF OR
M
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
E
j%
;0 2�
2
;0
6 MIL VAPOR
z
BARRIER 4
a
t>
C14
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D 1557)
3" MIN. CLR.
(2) #5 REBAR CONT. 1141, (1 STORY)
ON 3" CHAIRS TYP.
STD. 90 HOOK (SEE
U.N.O. 4" -8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" V-10"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE EYOND
PAVERS / DRIVEWAY BLOCK WALL B
CONCRETE SLAB 14"
O.H.D. RECESS
PAVERS-\ �t 2E
SEE A/S30RJ/S6-"1irT_PM_1iH41FIit�'
FOR REINF. INFO. L,3" MIN. CLEARANCE
1'4" (1 STOR") V-8" I STORY W/ DEPRESSED SLAB OPT.)
V-8" (2 STOR")
GARAGE DOOR SLAB RECESS
(J-1�
SEE TYP. WALL SECTION FOR SCALE: N,T.S. ��3
ADDITIONAL INFORMATION.
LOAD BEARING
EXTERIOR WALL
SEE CCIS3 OR
G/S3 FOR ANCI-
BOLTINFO.
(IF NO UP LIFT
WALL SEE GG/1C
*SIMPSON SP1
W/ (10) 1 Od NAIL
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ I IPI IFT nNI Y
GG
S3
8"x8"x1 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARA(
GARAGE SLAB AT STEP
SCALE: 3/4"=1'-0"
2x S. P. F. S 16" O.C.
_M4 =. = =:� 2x STUD
81, C * M ' U
1 "x P T STUD
#5 VERT. IN FILLED CELL
kr
C14
5/8 x6" "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
@ I
FRAME WALL TO C.M.U. WALL CONNECTION D
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
4"--\ 1
4 , - A
A
z I , * . .
-1 I'Fft=I I I I==rrP=.=rT1rrr#, t
SCALE: 3/4"=V-0"
S3
!6 GRADE
E'Iii WI, I I li�gfmz_LL!i7l
(1) #5 REBAR W/ OPT.
SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/41.=11-011
S3
EXPANSION JOINT
SEE A/S3 OR J/S6
FOR REINF. INFO.
BLOCK WALL BEYOND
O.H.D. RECESS
3" MIN, CLEARANCE
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
E-
Cl)
5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR Yj'GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
S.P.F. DOUBLE 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 w/
12) 1 Od NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS
5/8" x 10" "J" BOLT @ 24" O.C. w/
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" 11)
2x3/16" PLATE WASHER (TYP.) -
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"xl 2" TITEN H D @ 24"
SHEATHING W/ 8d COMMON NAILS @
NSULATION PER CHART ON FLOOR PLAN
O.C. OR 5/8"x10'WEDGE ANCHOR
3/8" MORTAR BETWEEN
4" O.C. @ BOUNDARIES, 6" O.C. @
@ 24" O.C.)
SLAB & BLOCK
EDGES, AND @ 12- O.C. @ FIELD
"SIMILAR AT FOUNDATION ONLY"
5/8" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS
IF NOTED, THIS REFERS TO THE
7`0/16" PLATE WASHER I
STEP, SIZE OF FOUNDATION AND
ELEV. 0'-0",dK
(ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT
A.F.F.
O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4
INCLUDE THE WALL
a
211
@ 24" O.C.) WWF OR FIBERMESH
ATTACHMENTS
ELEV. 4-3 1/2",jIKl,_
9
\JW U
-3 1/2" MIN. 1
r.-I L
(,-3 1/2" MIN.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
PLATE WASHER TYPICAL
6 x 6 W1.4 x W1.4 WWF OR
MIN. 2500 PSI CONCRETE SLAB W/
FIBERMESH
-1
ci
I
E 1%
-t>
C0
6 MIL VAPOR BARRIER
)6P
00n,
I =1 I ,
Bog 311 -
as
A k
_10
2x STUDS @ 16" O/C
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 FiOOK 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
WEEP SCREED INSTALLED BAR
PER MFR INSTRUCTIONS
OR #4 REINFORCING BAR
GRADE 40 MIN. Fy= 40ksi
#3 & #4 LAP SPLICE
00 [GRADE 60 MIN. Fy= 60ksi]
FINISH GRADE
25- MIN. LAP [30' MIN. LAP]
L ;0
Ll
R 17/8"
---- #5 REINFORCING BAR
C,
5
tAP_%PtIQ.F
&
A
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1557)
410 11411
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
01 CONT. BEAD SEALA&
-091
off
-091 ><1
A., <
. A INTERIOR
A. . . . . I . _j -3 1/2"
4
CONCRETE NAILS W 11/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB
;0
Em
6 MIL VAPOR
BARRIER
4" 4"
INTERIOR WALL SLAB STEP NON—BRG.
SCALE: 3/4"=V-0"
2X STUDS @ 24" O.C. U. N.O.
GARAGE
"12'
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
S
1�16 x 6 W1.4 x W1.4
WWF OR FIBERMESH
S3
------ - -- -
111 MINE
1 110"
gig 116.1
I IVA
7PF
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
—2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-111)
-4NSULATION PER CHART ON FLOOR PLAN
—SIMPSON SP1 w/ 10) 1 Od NAILS
x P.T. BOTTOM PLATE
6 x 6 W1.4 x WIA
WWF OR FIBERMESH
SCALE: 3/4"=V-0"
SECTION C/S3 FOR
ADDITIONAL INFORMATION
SEE
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
Uj END OF 2" x PLATE
0
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7 R
FROM
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8" 114"
(TYP.)
cc
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
C
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
1 M
7
M 05111 W, 1 10-1 ft NO �_
81.
#6 LAP SPLICE TYPICAL INTERIOR BEARING
REBAR DETAILS
SCALE: N.T.S.
1\�3
WALL W/ UPLIFT
SCALE: 3/4"=1
rG
SEE PLAN
VARIES
11/2" RECESS FOR
x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM W/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD
1� FOR TRUSS
4
AT 24" O.C. MAX. CONNECTION INFO
SEE PLAN FOR
& LAYOUT DESIGN
TOP OF BEAM '41�/
-4 I
I .
S EE ROOF PLAN
FOR STRUCTURAL
A . . . .
'l. . : - A
q
A
(2) HTS20
BEAM SIZE &
4
T.
—
CONNECTION INFO
co
7
Q.
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PLATE
I
2x4 #2 SYP P.T. FRAMING w/
SEE A/S3/J/S6
8"
—1116"
1813.
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z
0
MIN 7/16" O.S.B. SHEATHING
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
LLj
F_
SCHEDULE
COLUMN
LOCATION
Er
<
SEE TYP. WALL SECTION FOR ADDITIONAL
§
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
:�
Uj
COLUMN SIZE AND BASE
Es
LU
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CONNECTION INFO.
SLAB STEP & RECESS (& S.G.D.
SCALE: 3/4"=V-0" �3
SECURE 2X4 P.T. BTM. PLATE
w/ 1/4"x3"TAPCONS AT 8"
E DETAIL 16/D1 FOR
LUMN TO PORCH SILL
O.C.
MASONRY WALL AND
PAD FOOTING
TACHMENTS & 18/D1
R COLUMN TO BEAM
1
1 TRIM PER PLAN
8" MASONRY WALL
TACHMENTS
EXTEND FILL CELLS
S
TO FOUNDATION PAD
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CONT. FOOTING STEEL
MAT REINFORCING.
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FOOTING WIDTH
SEE SCHEDULE
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the structural plans and specifications contained within these
drawings comply with the 2020 Flonda Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineenng portions of the drawing pages bearng
EngineWs
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
2xll2xl WALL IEYOND--\ FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION
CONNECTION SCREW OFF CAP (3" DIA.)
—2x DEAD WOOD @ MID FOR CLEAN -OUT
POINT w/ (3) 12d MIN. EXTENSION FROM
TONEAILS SPACED EXTERIOR FACE OF BLOCK
DOUBLE 2x TOP EVENLY 11
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
PLATE ----i VVMLL 10 1 I1Z PAMAIMUIVI INTERIOR
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. � �4
12
SEE TYPICAL WALL SECTION
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16- O.C. W/
SIMPSON SP2 w/ (12) 1 Od
(3) 1 Od TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
F--------STUDW/(3)10d NAIL
+ ! _S,,,�
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 1 Od
IL
NAILS AT EACH STUD
BLOCKING (TYP.)
2x P.T. PLATE
OOFTRUSS
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
UPLIFT CONNECTOR (SEE SCHEDULE)
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
MOISTURE BARRIER
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL
DETAIL rF
SCALE: N.T.S. ���4
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
Z SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
'TENSION FROM EXTERIOR
WALL
,CE OF BLOCK WALL IS 2 1/4"
=j ot
TO DRAIN
EXTERIOR
WALL CLEAN -OUT rA WALL
SCALE: N.T.S. � �4
7 5/8" 8" 7 5/8" 8" 7 5/81, 8"
1 ST COURSE 2ND COURSE I 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT
��S4...) SCALE: N.T.S. �4
KNOCK -OUT---\ NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 \ FOR CONCRETE PLACEMENT 7
81' STD. 9d'HOOK -/8'
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
U
01
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
—FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
112"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL--\ _j
711
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR
1111al
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
\ GARAGE DOOR TRACK
SCALE: N.T.S,
'POURED CONCRETE BASE FOR IBOTTOM OF MOI. INTING R
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING. --
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
I M
2x CRIPPLES @
16" 0. C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.0
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING �
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFFR LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
-WWII I I �.,
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK ( �K
SCALE: N.T.S. �\ �S4
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)
(1)
(2)
(1) LSTA30
4' " 9'
(2)
1 (3)
(2)
(2)
(1)LSTA30
9' 16'
1 (3)
1 (4)
�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
&R6'E_QUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
\—(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER e EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
o OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE wl SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'----2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL KO_Q_�
SCALE: N.T.S. � �4
3E
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
5/8"X1 0" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
12
(TYP.) SEE ELEV.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIE��
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
EBLOCKING
0 EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKIN
O/C FIELD
!,t 2�
a-
2x TOP PLATE
Cn
2X4 PT STUDS @ 16" O.C.
2-16d NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 wl (8) 1 Odxl 1/2"
2x STUD @ 24"
NAILS AT EA. TRUSS VERTICAL WEB
O.C. MAX.
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
MAIN SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
ROOF TRUSS
STAGGERED FROM BOT.
MOISTURE BARRIER
UPLIFT CONNECTOR
SEE A/S3 FOR,
PLATE TO CONCRETE
REINF. INFO.
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
I
I
1 #5 VERT. IN CONC, FILLED CELL---— H I
W/ STD. 90* HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
�.,SPLICE NAILS TOTAL) EA. SIDE OF
4 SPI
4&,, SPLICE STAGGERED
j1__1 Od @ 8" O/C
ATTACH ALL -j Q11_1
EXTERIOR STUDS
W/ Y4816d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST i3c BOTTOM SPLIC
1.1, OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
x
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/"'_j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
SCALE: N.T.S. I\ �,
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
' (4565# SPF)
'(5645# SPF)
) (6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
IOXIEDA.T.R.
t & NUT
OXIED A.T.R.
t & NUT
ROOFTRUSSABOVE
F 2X BLOCKING
\-NAILED
INTO
(2) 16d TOE NAILS
TRANSOM
10d NAILS @ 6"
EA. BLOCKING
TRANSOM FRAMING
FRAMING
STAGGERED
2X P.T.
SEE SECTION J/SS
PLATE
AND K/SS FOR
2X8 WALL ABOVE
ADDITIONAL DETAILS
SIMPSON
ENTRY
Spi
K.O. BLOCK W/(1)
BOLTS @ 24" O.C.
#5 CONT. &
SIMPSON
SIMPSON-
AX
FILLED
-RECESS
SP4
SP4
LINTEL
5/8"X10" J-BOLTS
K.
2X P.T. PLATE
@ 2-4- O.C.
_j
MASONRY WALL
2X8 P.T. BOTT!OMM PrTEn
5/8":0do" "J" BOLT @ 24" O.C. MAX.
SIMPSON
SIMPSON C
(MIN. (2) PER BOTTOM PL
C
SP4
SP
SIMPSON
SP4
1 Od NAILS@ 4"
10d NAILS @ 6" O.C.
STAGGERED
A
<zTAr,.ru=Pr-n
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SIMPSON SP4
SP4
TRANSOM FRAMING
0 BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
SHEATHING
O/C BOUNDARIES 6" OIC EDGES ..0 KE
& 8" O/C FIELD � �4 L
a SIMPSON SP4w/(6) 10dx 1 12"
(USE SP6 FOR 2x6 WALL, USE '—PLYWOOD
SP8 FOR 2x8 WALL) I SHEATHING
SIMPSON SP2 wl (12) 10d NAILS MASONRY-- I
SIMPSON SP1 w1(10) 10d NAILS WALL BELOW o- 5/8"X1 0" J-BOLTS @ 24" O.C.
- __ --I MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM .. 1
PLATE
5/8"xl 0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
REV. 06.24.22 SCALE: N.T.S. k CA
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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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SIMPSON HGAM1(
W/
(4)1/4"xl 1/2"SDS
SCREWS
TO BLOCKING & (4
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)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEA-THING
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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >91' SEE 10/S5
�BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAI L w/ (2) 16d NAILS
UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
�7R SCHEDULE FOR SHEATHING DETAIL
v
LI'UF
45*±
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO§§
BRACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAILY
2x4 KICKER
KI
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
SKER
@4
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
Ir
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (110) 8d
2x8 P.T.
ABLE TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA. -
\75�-
BLOCKING
7/16" OSB SHEATHING
END
ATTACHED W/ 10d
GYPSUM WALL BOARD
�
7-
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
$
EDGES AND 12" O.C. FIELD
FN
1
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
NAILING SCHEDULE FOR
SHEATHING�
_
DETAIL
2"x4" CROSS BRACE-\
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
2x4 CROSS BRACE APPROX. 8"
& (2) 1 Od TOE NAILS @
FROM RIDGE FASTENED AT
EA. END
EACH JOINT w/ (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
TOE NAILS @ EA. END
GABLE IS 4t-1 " OR
2x FRAME WALL (SEE WALL
SHORTER)
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
,,--11/2" CDX PLYWOOD OR 7/16"
@ 48' O/C FOR THE
(2) 16d
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
END TYP, TOP &
AND 12" O.C. FIELD
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
.
.
KIN 2"x6" P.T. SILL :
NOTCH "L" BRACE HERE FOR 2x I I I
FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O
C
"I THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1
4K
2x4 7'ON T6P OF PANEL BLOC G 2x4 PANEL BLOCKING @ 48" O.0 BLOCKING
.
.
INSTALLED PER MANUF. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM
SIMPSON HGA10KTw/ (4)1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. 0" BLOCKING, FASTEN WITH
SIMPSON METAII 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
"
" "
"
"
"
MOISTURE BARRIER 1063" @ 4" O/C
1/2
x 8
J
BOLT @ 32
O.C. MINIMUM 6
FROM
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
SIMPSON METAII 2 w/ (7)
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" -
SECTION ri TRUSS VERTICAL WEB (24-- GABLE WEB SECTION 2�
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE SCALE: N.T.S. �5
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 SEE STRUCTURAL--,,,,_
CHORD BLOCKING NOTES AND NAILING
;o go
INFORMATION SCHEDULEFOR
BACKNAIL w/
SHEATHING DETAIL
2 (2) 16d NAILS
WOOD TRUSSES oo ;o 2"x4" CROSS BRACE ----
APPROX. 8" FROM
2X4 RAT RUN BRACING RIDGEFASTENEDAT
AT 24" O.C. ON TOP OF 11112"
EACH JOINT W/ (3)
BOTT. CHORD FOR 4 Lo� 10d & (2) 10d TOE
TRUSS SPANS NAILS @ EA. END
ATTACHED W/ 2 -16d 1�
2X4 PANEL BLOCKING
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
@ 48" O/C FOR THE (2) 16d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS K(2) 16d NAILS
2X4 BLOCKING @ 24" FIRST (4) ROWS OF
(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
O/C W/ (2) 16d TRUSSES FROM EA. 1
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)
I I 11� , I
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 LAMINATION (
PA
AS SHOWN FOR 3-PL
)
/
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
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.
E ES AND 12" O.C. FIELD
JACK TRUSS
SEE PLAN FOR
":`,�,��NECTION
2X4 "T" ON TOP OF PANEI-
BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @ 1063" @ 4" O/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARIIqG LOCATIO B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
N le"D
IF
SECTION
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS K8 9 —LA-
ADDITIONAL INFORMATION, SCALE: N.T.S.
SCALE: N.T.S.
'\ �5
IINIMUM 2x
;ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
12"
!SH SCHEDULE
7TACHMENT
SYP BLK'G @ 16" O.C.
ixO.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
\,., �5
GABLE TRUSS
S5
1" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12 AND LOCATION)
6.9 MAX.
S5
\-CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
'--MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L" BRACE W/ 10d @ 4"O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLETRUSS
-1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
O.C. FIELD
@ 6' O.C. EDGES AND 12"
-2x4'T'ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING-,,,,,, 2x4'7" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHE
10d NAILS 4t
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL
S5; SCALE: N.T.S.
2x4 "T" BLOCKING
, 1�
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
D 4�
L
'Al
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL 6
SCALE: N.T.S.
S5
DIAPHRAGM
BLOCKING @
48" O/C
r7-z;PzT ,,,-GABLETRUSS
TRUSS VERTICAL
SIMPSON SP2 w/ (112) 1 Old
NAILS AT EACH STUD
L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE
SLOPE OF ADJACENT TRUSS) FASTENED WITH (3)
STUD WALL (SEE TYP. SEC.)
16d PER SIDE
rT� r4
SECTION SECTION SCISSOR GABLE "T" BRACE
SCALE: N.T.S. SCALE: N.T.S.
�5 AS PER HIB 91 SCALE: N.T.S. \,, �5
REV. 06.08.22
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1 OKTA W/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
z
Uj
ACING w/ (3) 10d x 3" AT
\EACH CONN. @ 24" O/C
-MOISTURE BARRIER
\-BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP, WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
I" BRACE
(1) 2'X4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0-0" - T-Ot'
31-0" - 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" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS
TO PLATES (TYP.)
%--CONT. BEARING
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
END JACK
1 V-0" MAX.
Uj
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CORNERJACK
<
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HIP FRAMING REFERENCE PLAN
Ll
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" D.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Flonda Building Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Enineer's
signature and seal,
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
Z:7
INSULATIONL—
BAFFLE
INSULATION PE-R
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2X S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 10d @ 6"O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA��
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
\-PER PLAN
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 WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
UNDERLAYMENT
:FOR
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE wl ASTM D7158-CLASS G or
H, or ASTM D3161-CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6.1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
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
1X2 NAILER
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
Cn
FOR MORE INFO
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD
LAYER 1/8" THICK.
LL Uj
INSULATION PER
CHART ON FLOOR PLAN
Z—
METAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 HOOK (SEE DETAIL)
8"X8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
4"X4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
Cl)
1x WD FURRING @ 24" O.0 a. AT GARAGE CONTRACTOR
BASEBOARD 16 TO CUT BLOCK OR POUR
C14
MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY 4"to 6" BELOW GRADE
I
E
;4*.- '4 A, AA /FINISH GRADE 00
0?
I 'A
P
6x6 W1.4xW1.4
WWF OR FIBERMESH
®r
t
STD. 90'HOOK
Fii
(3) # 5 REBAR ON 3" CHAIR-/ T-1 T �A
4" (SEE DETAIL)
W/3" MIN. CLEARANCE
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
-- -----
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAI LS TO STU D & (8) 1 Od x 11/2" TO BAN D
JOIST AT EA. STUD
2nd FLOOR WALL----� e /
BAND JOIST
*SIMPSON LTP4 W/
(112) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 1 Od X 11/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLIF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
2x STUDS @ 16" O.C. - - -vl- -
2"x BOT. PLATE W/ ATTACHED WALL SHEATHING
(2) 10d @ 6" O.C. CONTINUOUS TO B0170M RIBBON B (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
1 0/- BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
F 15/32" OSB ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X"
'END SHEATHING TO 15/32" OSB EXPOSURE1 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
)F BEAM OR GIRDER EXPOSURE 1 SHEATHING JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
SHEATHING x m PENETRATE SURFACE MORE THAN)j".
SOLID 2x a
BLOCKING Q ALL =i
,TE W/ SHEATHING 0 Z (Z) NAIL AT BASE 2 ROWS @ 4"O.C. wl 8d COMMON NAIL
EDGES (SEE (n
O.C. 2X4 RIBBONS, EACH W/ 4-16d PROVIDE OPENING @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
11 -j ISECTION X-X)
NAILS INTO EA. FLOOR TRUSS BLOCKING As
L @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. wl 8d COMMON NAIL.
REQUIRED PER q: 3 U.
-x
'T W 0 SECTION X-X IF WWO @ NAIL INTERIOR AT 6"O.C. w/ 8d COMMON NAIL.
W W NOT FULL f n+ � I A 11 0
WEEP SCREED -j ---- I
-/ /;:N U) (g) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
HEIGHT SHEET- -x ii 11 1
INSTALLED PER. MANUF. 0 w/ 8d COMMON NAIL
a
�Wx
0 Lu PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
0 -2xSTUIDS W LL 0 m CF
SIMPSON HETA20 w/ (8) 1 0dx1 1/2" BEYOND. > - 0<� 0 F W1 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT.
0: F- 0 10
NAILS AT EA. TRUSS w/ MIN. 4" SEE PLAN 00 -=)
U) @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
L - Z F- U- X
PRE-ENGINEERED -/ 0 (n Lu 0 U. �-
EMBEDMENT IN KO BLOCK U) c-4 LU 0 MEMBER IF GABLE END
j G FLOOR 4SYST M U. m
FLOOR TRUSSES NOTE:
)OR TRUSS/JOIST
0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2"
\-2x4 P1. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
PLATE BEYOND
2x RIBBON OR VERTICAL \—@--,HORIZONTAL SEE PLAN SURFACE MORE THAN 1/8".
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM
-F WALL ELEVATION DIAGRAM
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.
7' CORNER
TYPICAL 'IT" AND CORNE
R
DETAILS
SCALE: N.T.S.
�, �6
E
S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
><1
SEE FRAMING �—WEEP SCREED
PLAN INSTALLED PER MANUF.
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
BLOCKING & MIN. 4" EMBEDMENT
END WALL W/ (2)1 OdX3" @ EA.
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
R
S6
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
SCALE: 3/4"=V-0"
ro--,�
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-0"
NOTE: SEE TYPICAL WALL
SECTION C/S3 FOR SEE SHEATHING
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 W1 (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 ----------------
:::�N 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A -A'
4A
;d. . . - 4' . 14 1 — -
:A A
11 — ' 3) #5 CONT. ON 3"
C 11
HA R W/ 3" MIN.
CE
el�,
INTERIOR 2-STORY FRAME SECTION S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6
ADDITIONAL SLAB INFORMATION.
"S" = NAIL
38
SPACING
41
S 1/2" S
7r�
S
SINGLE NAIL EDGE SPACING DOUBLE NAIL E
41" S,
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS C 3� O.C.
STAGGERED FOR SHEATHING
SECTION X-X
"m
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/13
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SPACING
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 121 NAILS
STAGGERED@ 12" O/C FOR
%i
2"x`10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS
9 EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
9 OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE wl SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
SEE PLAN FOR REQUIRED--"
CONNECTIONS
LOAD BEARING/EXTERICIR FRAME
WALL HEADER DETAIL
2x BLOCKING HORIZONTAILz�
@ INTERVALS NOT
� 11)
EXCEEDING 10'-0" (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 W/ 6x6 W1.4xW1.4
WWF OR FIBERMESH
C
A . 4'. A
- I
A
—11 FE1 I I
1 4
4
1 1 1
W
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4�'WALL
2" x 6" WALL
STRAPS
JACKS
I STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
4-4
(2)
(3)
(2)
(2)
(1) LSTA30
91-16,
(3)
(3)
(2)
(3)
(2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
" O/C
2X STUDS@ 16
7/8" STUCCO FINISH PER 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.
I FINISH GRADE
�77
LF
T
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING ry
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0"
ADDITIONAL INFORMATION. S6
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To the best of the Engineer's knowledge, informabon 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 engineedng portions of the drawing pages bearing
Engineers signature and seal.
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ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
1 3/4 x 11
j VL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2x4 UNDER STRINGER GLUED AN
NAILED TO LANDING BLOCKING
D
i
2x4 PT NOTC
INTO STRIIS
IGER
D
H
-,--2x8 BLOCKING FOR STRAP
L-1x4 blocking
SIMPSON MSTA21 W/ (16) 10d NAILS
Y ^E _'t,
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE: T" 1 '4'
E:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
r-^r'l It'll C%r- A k 1r% Ml 11KI 1K lr'^r'IR A A 'r1r%K1
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN 1/4"
AND 1/2" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x12 TREAD
GLUED AND
NAILED
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
2x4 SYP BLOCKING
FOR STRAP (SIMPSON
-LI WX8 SYP DRYWALL STOP MUST
L/NOT TOUCH STRINGERS
2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
Y^H SECTION VIEW
SCALE: v-0,;
JOIST
MIMED
SYP
2x8 SYP
2x8
SYP
STRINGER MUST MAKE F1
CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
2x8
SE
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON BEVEL -
DOES NOT BEAR IN
WALL
2x SYP CUT TO FIT
BEARS IN WALL
------2xl2 SYP
BEARS IN WALL
'--2x6 SYP
2x12 SYP
SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD NTH
STRINGER
-SIDE) TO BOTTOM EDGE OF 2x12
FACE OF 2ND RISER 3/4" RISER CUT TO FIT
STRINGER
MAINTAIN BETWEEN -1'
J'GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
A
10
2x4 BEHIND RISER
/ /I // /
BLOCKING FOR
1 x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
—2x4 DRAFT
RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
7
2x4 SYP BLOCKING
2x4 PT NOTCHED INTO STRINGER\--')v—/ FOR STRAP
AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/
0 4) 1 Od x 1 1/2"
AT STRINGER CONTACT POINTS
NAILS)
�1�
CTION VIEW "All
SECTION VIEW '11311
SCALE: 1 V-0" SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
I
STOP
2x8 SYP DRYWALL STOP
MUST NOT TOUCH
-2x4 BLOCKING FOR 2x12
-2x4 PT UNDER 2x12 C
PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
0 DD EE M IREE
_U
'T
IS
'I
'1' 0
V
0
OTECTION
EA )iNEN S
OF STAIR TO CONC. W/ J" X
X. " O.0
2 TAPCONS @ MAX. 32" O.C.
ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/ J" x NAILED TO STRINGER
2 TAPCONS @ MAX. 32" O.C.
GA
TOP OF
STRINGER
STRINGERS
G--6:
E SIMPSON AL35
2x4 BLOCKING FOR 2X12
_H
OR LSC EACH
2x4 PT UNDER 2x12
STRINGER-
2x4 SYP BLO
OPTION: 2X4 CUT ON
FOR STRAP
BEVEL GLUED AND
(SIMPSON MTS12 w/
2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT
0 4) 1 Od x 1 1/2"
AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3
NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "D11
SCALE: I"= V-0"
FILLER STRIPS ADDED 'PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
---2x SYP CUT TO FIT
BEARS IN WALL
x12 SYP
0 4t+�IEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0"
RINGER
2x4 GLUED
AND NAILED
SECTION D—D
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
-2x4 DRAFT 2x12
STOP TREAD
GLUED
AND
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
SCALE: V= V-0"
't2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
LX4`GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
E SE
SECTION VIEW "Ell
SCALE: I"= V-011
CTION VIEW
SCALE: 4.1 = T-01.
-3/4 PLYWOOE
ON DECK
--2x8 SYP GLI
AND NAILEI
FRAMING
2x4l DRAFT
STOP
2x4 BLOCKING
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
11CIII
SECTION VIEW
SCALE: 1 V-011
FLOOR TRUSS OR CONN. TO
GIRDER, FIELD VERIFY OF NEWEL
(2) LAYER EDGE GOLD
OSB OR PLYWOOD
OR 1 J"X 16" LVL
ATTACHED W/ 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "G11
SCALE: V= V-0"
SECTION VIEW
SCALE: J" = v-0,;
PER CONTI
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED ANC
NAILED TO JOIST.
:L POST LET INTO
ILOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POST
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 V-0"
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
4D NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
2X STRING�R
2X B CKING
0
PSON MTS 2 w/
10d x 1 1/2" NAILS
0
D R
3
2X BLOC�NG
S
R%IR
VARIES
ECTION VIEW '11-111
SCALE: 1 V-0"'
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition, Enginser's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Enginear's signature and seal.
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1/2" DRYWALL DOOR JAMB (REFER W F 1/2" DRYWALL
DRYWALL DOOR JAMB (REFER
F
UNACCEPTABLE INSTALLTION
r-1x4
DOOR JAMB (REFER T TO PRODUCT
TO PRODUCT P.T. TO PRODUCT a
MAX. 8"
PROPER INSTALLATION DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
tllx441/2"
APPROVAL FOR CONN. APPROVAL FOR CONN.
APPROVAL FOR CON)N. x4 P,T. x4 E X 4
E
#**
#5 REBAR (TYR) 40#
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
3 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING
3-1/4" LONG X 3/16"0 El E FURRING
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
TAPCONS TAPCON @ 1611 O.C. & 41, 2X8
TAPCON. INTO
(TYP,) *4k*
STAGGERED @ 16" Im JY2
BLOCK@ SPACING O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8
1 DETAIL 2" EDGE DIST. ATTACH
41
2x BAND W1 FACE NAIL 10d
PER MANUFACTURE MASONRYTHROUGH
1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NAL
s 3" DETAIL
1. 1TD. 90- HOOK (TYP.)
STD. 90^
JOIST
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C.
FILL SOLID HOOK (TYP.)
BOTH CELLS
FACE NAILS 10d @ TRUSS VERT.
WEB
1x4 P.T. DOOR JAMB (REFER
TAPCON @ 16" TO PRODUCT
METAL SEAT PLATE
O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL
NOTE:
N.
APPROVAL FOR CONN. 1x4
EACH END W/ MIN, TO PRODUCT
�jr iTL 7/
LAP SHEATHING TO
DOOR JAMB (REFER
/1
2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"
ED::: 31
TO PRODUCT G E DI,S-
BOTTOM OF BAND
JOIST TYPICAL
APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4
(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH VffIlld,
02-
FURRING
TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
L
NOTC @ FIRST COURSE
SIMPSON HGAM10KTA @ 12" O.C.
4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
F2x
_±_2-L
w/ (4) 11/411/2" SDS SCREWS
MIN. 2" EDGE DIST. 8
2x P.T. AS REQ'D (2) ROWS 10dx3"
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
STAGGERED @ 12" O.c. 3-1/4" DETAIL
2x DETAIL 2 1/4" DETAIL
NOTCH WEB AT THE
±5 A FIRST 2 COURSES
UT @ OVER SIZE DOOR -WINDOW ROUGH OPEN
BUILDO INGSrcc
FILLED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION � �H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
\11 �S
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.-
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
UPLIFT CAPACITY = 805 # FOR 1 STRAP
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A
= 1610 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
2-
SOLID W/GROUT
1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
1 PLY PRE-ENGINEERED TRUSS
BLOCK HEADER ARCH BLKG. & BUCK
SEE ARCH PLAN AND
4
—SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
PRE-ENG TRUSS DESIGN
1/2" DRYWALL
SEE NO E 1 BELOW
IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 16d
70,
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE
INTO
BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
iBLKG
7/16" OSB TO BE INSTALLED
OLE IN
CUT HOLE IN O.S.B. FOR
F R
0 0
BOND BEAM OR CAST IN PLACE BEAM
ALUM DRIP EDGE
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
BUILT UP PLWD ARCH PANEL
-BUCK C LL I IS 2 x 8 45 DrAGONAL BRACE AT EA.
�S�B
POLY -CELL IN THIS AREA
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS
BACKSIDE TO FIT ARCH I nl M4,11 IMT 1 9
(4) 1 Od NAILS INTO 2 x 8 ATEA.END
RETROFIT TRUSS DETAIL
BIRG WALL TYPE
PER PLAN 2x SUB FASCIA
OVERHANG1,,.
CONNECT W/ 8d NAILS BRACE/ BLKG.
2x2 #2 P.T. MIN,
INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
N.T.S.
FASTENED PER NOTE
2 BELOW CONT VENTED OR SOLID SOFFIT
RETROFIT WALL OVE*RHANG DETAIL (NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED) W/ (3) #6 X 41/V WOOD
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
w/ 3-12d NAILS, T-YP.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
4'MAX. RAD.
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ARCH DETAIL
MIN. 4" EMBEDMENT AT 16" O.C.
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
1 f-011 51-011
SCALE: N.T.S.
1\
12
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
�S
JACK TRUSS PROVIDED BY SEE
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
TRUSS COMPANY OR PLAN
- CMU w/ 3/116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1
2x6 #2 SYP @ 24" O.C.
MIN. 1" EMBEDMENT @ 16" O.C.)
AlLf INISH FLO I
2 x 8 BUCK - CONNECT TO BLOCK SECTION
- WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE INSTALLATION GUIDE
(11/4" MIN.
WITH 1/4" x 3 1/4" TAPCON B-B
ROOF SHEATHING ATTACHED
[F] (PA)
Alto.
EMBEDMENT
/4" MAX
PER NAILING SCHEDULE LL
4 BAR
2'-0" 8"
SIMPSON
STRUCTURAL SOFFIT
CENTERED W/
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS
SF01
—IN TOP
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 H2.5A w/ (110)
SCALE: 3/4" = V-0" (") FOR ALUMINUM SOFFITS 71'-4"
KNOCKOUT/ C14
8d NAILS
REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
All
8d NAILS @ 8 O.C. AT BUCK
MID BLOCKING NOT REQUIRED
HAI LOCK
2 x 8 VERT. W/ (2) 1 Od
FOR VINYL SOFFITS > V-101" SHALL HAVE MID
t.o.
PROVIDE 2 x 8 DIAG. BRACE B T'�
NAILS AT EA. END PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/ (3)
BLOCKING PER R704.2.1
MONO FOOTING
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
12d NAILS
JACK TRUSS PROVIDED BY—J/
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION ARCH
#2 SYP @ 24" O.C.
2 X 4 #2 SYP SCAB TO SIDE OF
DIRT
TO BE INSTALLED
e
4'-0" MAX SEE PLAN
�2.,r 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
vr Lz...
STANDARD
BUILT UP PLWD. BUCK -
4
DOUBLE 2x4 SCAB FOR Z-15" TO 4'-0" O.H.
: , A-'.
9or HOOK CN
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
41
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
+ 4
+ + 71y (2) 1 Od NAILS @ 8" O.C.
01 ; -
#5 BAR IN
TO FIT ARCH CONNECT W/
START OF ARC
NOTE: IF TRUSSES USED) W/ (2) #6 X 4W WOOD
+ TO TRUSS TOP CHORD
FILLED CEL
8d NAILS
7'-'
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD
SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
+ t
INSTALL WDW, SCREW_____�
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16"
+ PLYWOOD SHEATHING
THRU OSB INTO 2 x 8
SHALL NOT BE FRAMED AS O.C.
+ +
ANCHOR INTO ARCH BLKG.
rK
HIP.
+
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS
B-13 ARCH DETAIL
DESIGNED ONLY FOR THE SECTION @ ENTRY
+ BLOCKING AS
REINF. PERLAN AND STEMWALL
SCALE: N.T.S.
INSTALLATION OF SHINGLE =CALE: 3/4"= V-0"
TRUSS z + + REQUIRED TO
MONO TO STEMWALL FOOTING SECTION DETAILS
�S
AND METAL ROOF FINISH
+ SUPPORT SOFFIT
2X4 SYP L
SCALE: 3/4" = V-0"
EACH TRUSS
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONNECTOR
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
S,
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
SEE LINTEL
EXTENDS TO SILL.
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
SCHED.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
tENTER SOFTIT
DRILL 3/4"4" MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
EPDXY CAP TO PREVENT LEAKAGE
i�
TYPE "S" OR "Nol. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
PRECAST LINTEL
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
N
SEE ELEVATION
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR
FOR HANG
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W i W ' M " AT PERIMETER
OVER
1/4'
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
1,0
WHERE THIS CONDITION
(MAX 4'0")
------
#5x6'EMBEDDED INTO EXISTING BOND BEAM
PE
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
OCCURS
#5 CONT. TOP & MID
SECTION @ ROOF EXTEN ON
SI K"M
z
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
WITH MIN. 3"COVER--� 6-4-
SCALE: 3/4" = V-0"
0
U)
(EVERY OTHER
� �S
<
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
/,-F.
2
U_ UJ
NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0
SEE SHEET D2 AND
SIMPSON HTT4 wl (18) 1 Od x 1
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
P.
—
W _j
0
rA
REINFORCING AS FOLLOWS:
f 1 6
FLOOR PLAN FOR
SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
01 �VV
1/2" NAILS TO STUDS & (1) - MORE INFO
5/8" DIA. ALL THREAD ROD
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
EPDXIEDw/ SIMPSON "SET"
#5x6'EMBEDDED INTO
EXISTING FOOTING IN CONIC.
(2)#5x6
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
EPDXY MIN. 6" EMBEDMENT &
U) En
FILLED CELL
SMOOTH. DO NO FURROW.
3" MIN. EDGE DISTANCE
C14
DRILL 3/4"x5" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT . .....
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
%
El
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
NOTE:
A.
04
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
SE
rA CTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
Of _70f
1\ �, SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT
FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" = V-101"
RETROFIT FOR MISSING "0
FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
MSTAM STRAP
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
SCALE: 3/4" = V-0"
I's
.
Cn
C2
CP
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........ ..
IN j i_
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
W
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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED
w/ 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
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. C13
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS F]
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--<.-
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE W/ (3) 12d NAILS
WHEN REQUIRED W/ (2)
SIMPSON HTS20 W/ (24) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
------/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
ROOF
SEE SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
E
AN SHI
SECT. A —A
G.T. -4'-=
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP,
TRUSS
HIP
G.T
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE:NTS
(2) 2x8 #2 SYP w)
O.S.B. FLITCH PI
TOP@ TRUSS8
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN wl (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 W/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 W/ (7) 1 Od
& (4) 1/4"X2 1/4" TITENS EACH
TIE BEAM
BEAM RAISED ENTRY
MASONRY WALL
r4
SCALE: NTS
SIMPSON HUC41 0 w/ (14)
16d INTO HEADER & (6)
—
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
CONNECTION INFO
7/16" OSB FLITCH PLATE — SEE FLOOR PLAN FOR
RECI'D ONLY WHEN
COLUMN SIZE& BASE
INDICATED ON BM.
OPTION A SCHEDULE/PLAN
CONNECTION INFO
OPTION B
COMMON BM. TO
POST ATTACHMENT
SEE ROOF PLAN
CONNECTION INFO.
FOR BEAM SIZE &
SIMPSON MTS18 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO,
(WOOD COLUMN SHOWN)
CORNER
A
A F
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
SEE FOUNDATION
FOR M
R
NFO
511
COMMON BM. ATTACHMENT
SCALE:NTS
SCALE: 3/4"=l'-O"
iSEE PLAN I.
1 FOR CANTI
7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
OPTION C
MIDDLE
CENTER OF POST
BM. SPLICE OVER
EXTERIOR,c
ATTACHED,
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL ENTRY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD -TOENAIL ROO AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIMPSON LUS26 W/ (8) 1 Od
NAILS
OR IF 2 PLY TRUSS SIMPSON Z SEE FLOOR FRAMING PLAN
LUS26-2 W/ (8) 16d NAILS TO
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X10 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL
(TYPICAL)
SCREWS EACH SIDE)
SECTION AT LOW ROOF
SCALE:NTS
1k VARIES 2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
ROOF SHEATHING SEE VS5 FOR
SEE PLAN FOR
ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON
8d NAILS AT VALLEY TRUSS
NT SP2 W/ (12) 1 Od NAILS AT TOP
2X4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO.
EXTERIOR SHEATHING
INFO.
16" O.C. W/ (4) 12d _J A,..-. COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END M IN. (2) 2X4 FOR CONNECTION SP1 W/ (10) 10d N EACH END (BETWEEN TRUSSES
—STRUCTURAL SHEATHING NAILS TO TRUSS (2) 12d NAILS TO EACH VERTICAL
ATTACHED PER NAILING SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFNVAL
TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE
AILS
BOTTOM CHORD STUD)
PLATE MORE INFO. TRUSS
SCHEDULE SHEATHING ATTACHE
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
A-, VARIES W/ OILVARIES SEE PLAN 2X4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/
\AW ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 W/ 1/2" PLYWOOD SIMPSON MTS 12 W/ (14) 1 Od x
(22) 1 Od NAILS OR (2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
EACH COMMON
WOOD WALL SIMPSON MTS12 W/ BELOW @ 16" O.C.
TRUSS/ FRAMING
OR TRUSS 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS
SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP & BOTTOM
NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. .4
I
STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD
(3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
SS
TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL . A 4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM TOP OF WALL OR BEAM
BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN 4_.
M IN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
TO GABLE TRUSS LOW ROOF TRUSS W (2) 2x6 BLOCKING UNDER
FLOOR G.T.
W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR
MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
1
PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END
SHEARTRANSFER SECTION @ FLOOR CONNECTIONS TO G.T.
SECTION AT HIP GABLE
EXTERIOR. WALL SECTION @ ENTRY K8N� CONNECTION r2 2 SECTION @ BUMP OUT/e""�39
SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS
DETAILS & SECTIO
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
1 Od NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
(USE SP6 FOR 2x6 WALL, USE SP8
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
FOR 2x8 WALL)
TO TRUSS TO
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
EXT SHEATHING
MASONRY WALL
G) BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
2:5:
BLOCKING INFO
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
—SEE FOR 2 OF MASONRY & 8d
FOR
B BLOCKING NAILS T/B FLANGE
LOCKING
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOENAILS AT EA.
INTERIOR HEADER
rSEE
DETAILS
DETAILS
FLOOR
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
@
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
T1,
SURFACE 2x4 #2 BLOCKING
4G)
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
%
**
FLOOR SYSTEM
3TEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
EXCEEDING 6 FEET.
A S I M PSON LS30 w/ (6) 1 Od
x 1 1/2" CLIP IS TO BE
SILL PLATE w/ SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON—\
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
10.
0
CORRECT BLOCKING
w/ (3) 12d EA. E N D
FLOOR DECK
HEADER SEE Q/S4 FOR REQ'D JAMB
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
INFO
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS wl (7) 10d EXTERIOR STRUCTURAL
1 -1/8" RIM BOARD
BLOCKING
WALL
2x CRIPPLE AT EA.
END OF OPENING
S I M PSON LSTA30 w/ (111) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED z� SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
�o
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 1 Od
8d NAILS @ 3" 0 C
WALL SHEATHI�G'
JOIST SEE PLAN
(2) 12d TOE NAILS TOP
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
I -JOIST SEE PLAN
TIE BEAM
PACK w/1 Od NAILS
@ 8"o.c.
FLOOR DECK
FLOOR TRUSS/ I -JOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
IS INSTALLED). SCALE: N.T.S.
AJS BLOCKING PANEL @ 24"
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
WINDOW JAMB TO
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
GABLE END RIM JOIST-
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION.
DETAIL TO BE
SEE SS FOR RETROFIT
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET
OR BOX HEADER IS USED
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 1 Od TOE NAILS
OTHERWISE DETAIL
CAN BE IGNORED
SECTION CORNER CAN NOT BE INSTALLED
MASONRY WALL
EACH SIDE
FRAMING ATTACHMENT �j
BLOCKING DETAIL
GIRDER/COL. CO_NN_.
@ 2nd FLOOR ('3_'�
HEADER CONN. @ 2nd
FLOORK4""'�
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
JAMB STUD SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
(2) 2x8 OR (2) 2x6 TOP
REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION
'0
PLATE SEE PLAN
-H.1 j,
R PL IF N
TYP. k a 1.: 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END
J TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) SIMPSON LSTA30 w/ (22) 10
IMP ON P4 w/ (6 d x 1 1/2" (USE SP6 FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
SEE PLAN FOR CONN.
TALL. (CONTRACTOR MAY USE RTT
T
CLIPS) NAIL BACK LEG OF CIPPLE TO
(2) 2x HEADER TO SIT
HEADER w/ (2) 12 TOENAILS
FLUSH w/ THE OUTSIDE
.4 NAILS TO STUDS ABOVE & (11) 1 Od
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THEN DOWN THE FACE OF
HEADER/STUDS
(2) 2x HEADER SEE PLAN
— _f
2x6 / 2x8 WALL BEYOND SEE
AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE
31DEJ
FLOOR PLAN FOR HEADER
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
/_(2)
CONNECTION
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
COL. SIZE
SIMP SON MST37
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS w/ (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
F , F , P
AT STEP DOWN LOCATION, MIN 7
2xSPF EMBEDMENT PAST STEP.
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ SIMPSON LS30 w/ (6)
. . . . . .
PLATE SEE PLAN
12d NAILS AT 6"
MORE INFORMATION
FLOOR SYSTEM OR
BASE PLATE
O.C.
2x CRIPPLES @ 16" O.C.
10d x 1 1/2" EACH SIDE
2 -STY. FRAMING
O.C. TYP T &ATB
SIMPS ON SP6 w/ (6) 10d x
SIMPSON SP4 wl (6) 10d x 1 1/2" (USE
C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
FLOOR SYSTEM
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2
WALL) @ 24" O.C.
SILL (MAX. OPENING WIDTH 4 FEET).
SYP U.N.O.
J�NgEWALL 0 R BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
OR LVL GIRDER
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B.TO
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"O.C.—
TO BE INSTALLED AT EACH END.
COL. SIZE
B INTERIOR HEADER
2 x 4 #2 SPF STUDS @
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 w/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
16d NAILS & 5/8"
ANCHOR BOLT w/
BOX HEADER
/-TYP. SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x4P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TIE BEAM
MIN. 6" EMBEDMENT
(2) S I M PSON LSTJ2 w/ (10) 1 Od
NAILS WRAPPED UP AND
(2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
BASE PLATE W/ SIMPSON LS30 wl (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
OVER TOP PLATE
SIMPSON SP2 w/ (12) 1 Od NAILS AT
PROVIDE BLOCKING
; SEE FOUND. PLAN FOR FTG. REQ.
16" 1 STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
TOP AND SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
L:
"PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS w/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
Fi
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
2 STORY INT. BEARING WALL
FOR FTG. REQ.
2x CRIPPLES TO
PROVIDE EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE
MATCH JACK
STUDS w/ (2) SIMPSON HTS20 w/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
AND EXTERIOR (0'5
FOR EXTERIOR 2 STORY WALLS ONLY.
HEADER CONN.
2nd FLOOR
STUDS BELOW
BOTTOM TO HEADER
6
2 STORY COL.
GIRDER � �7
(IF CRIPPLES ARE LESS THAN 8"
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
J
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
1. f I
.��'Jj
ADDITIONAL STRAPS
,,—SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) SIMPSON LSTA24 w/ (18) 10d NAIL�� (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
PER PLAN
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
SEE Q/S4 FOR REQ'D JAMB INFO
OTHERWISE DETAIL CAN BE IGNORED
10d NAILS BENT OVER TOP
PLATE THEN DOWN THE
FACE OF HEADER/STUDS
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
(2) 2x HEADER SEE PLAN
DOUBLE 2x4
SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
SIMPSON LSTA30 wl (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
ATTACHED w/ (2) 16d TOENAILS
AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
-INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3' 0/
_�I'�2x
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
'c;TLJr
ST DS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 1 Od TOENAILS AT EAC EXTERIOR HEADERS
SILL PLATE w/ SIMPSON LS30 w/ (6)
END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
2x CRIPPLE AT EACH END OF
10d x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
OPENING NAILED TO STUD
r8
IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2xt ON
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 wl (22) 1 Od NAILS
SIMPSON (2) MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" LL-'
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 10d NAILS
NAILED TO STUD PACK FLOOR DECK
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8"o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM r9
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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drawings comply with the 2020 Ronda Building Code
-
Residential 71h Edition. Engineers signature and seal
is only for
the structural engineening portions of the drawing pages bearing
Engineer's signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYtLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
NDOW FRAME
IMASONRY-----------.
ATTACHED
j)6
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
)w
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
STRUCTAILATH 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
TAPE
EDWNDOW)
HEAD FLASHING TIE-IN INSTRUXTI(
1. Cut, fold up & temporarily secure 1
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
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
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
numbered items in the list oqRstructions 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 (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
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
1n WEATHER
�E BARRIER &
ZARILY SECURE
EXTERIOR WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
OVER RIM JOISTAND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOI,1
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
I
E
AM
V-4" PER PLAN
SHOWER SEAT
WEATHER RESISTIVE
BARRIER
NE
SELF -ADHERED FLASHING
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
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
Z
_L1
W
:r
3�
0
DOOR ROUGH OPENING
3/4"-V 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
SUBFLOOR
PLASTER STOP
0
CONTINUOUS BACKER
ROD & SEALANT
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB &HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6
VERTICALLY FROM
BOTTOM OF
THRESHOLD
'on
1F-ADHERED FLASHING
XCH
HERED FLASHING
1
2
4
5
A �1
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
0.3 in : 12.0 in
R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm: 30.5 cm)
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
CEMT. FIN.
water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
BUILDING PAPER
of draining to the exterior water that penetrates the exterior cladding.
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 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
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
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
FLASHING
SELF -ADHERED FLASHING
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
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
contraction, 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. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
door be installed in the
2
shall comply with AAMA 712. Flashing at exterior window and openings shall accordance with one or more of
following:
5
1.1 The fenestration manufacturers 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
7
subsequent 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, FMANVDMA 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. Conti n uously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Wat Resistant Barrier
7.7.At built-in autters.
Lath
Sheathing
Stucco
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
13ARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGILASS
VSTRUCTURAL FRAMING
STRUCTURAL SHEATHING
__�-STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
__SFLATH
ERSTOP
A
NUOUS BACKER ROD
LANT
qTITIOUS 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
I st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
/0000,
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 ASTMIC 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
ell,
ca
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cr- :z .0
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C141
9911
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.
to
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SCALE AS NOTED
SHEET NO.
W P
Mounting Brackets (10 Gauge!
41/2*x4-112*x2-12'
See Arichor SLIMdUle
Belts
1 �12" Dia� A 3 2 5 Ga Iv.
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(Typirot 1: 3 in front)
W
Front Cross Support
( ity :s
May be Cu Ito W)
Left Bracket (16 Gauge) 4 14 Self-Ot 11 Ing !Krews Thr u Brackets 8
Back Cross Support Into A/C Unit Bottom Side
(Typical: 3 each side for hurricane use)
10-5/11 -PQ
Waihisr; /
Self-�cklng Nuts
'l-fil 1131.16141A IMLI 1"" .11 1`41.11l4ll -IJI-11 I JU111-11 j'.' Bra,.
=Ransil! Soal r o avA c upon talent
.d (ft " sppr`O� " "
Back Cross Support
(May be cut to W)
Right Bracket (16 Gauge)
Rorsda Daidertment of Business & Professional Rogulation
PAR. i of I
Building Codes and StiOnclards
Product Approval Application Detail
4-001011
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yes Yes
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Insulated Flood vent I =112m
Y. y
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S_rtVt Modal #1 540-524
16&cpci; Gertige Door Flood Vent 1 2)31=23
yes Y.
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WoodW.Illitstilats FWadVont W1112023
Y. Yes
NJA
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#1540 5
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Florlda Department of Business & Professional Regulation F." I or 1
Building Codes and Standards 1114=1
Product Approval Application Detail
Qft We Call one lionsing
YIDJM Contest 11.0ilsoad IN 1116111111= 1`1111C Ationeval Astal man
Rar,131' 2020 Drexel Metals Inc, Jaw 491hornato Zachary R, p ded Looks Bowder P E� DBMWZ020 08MR4020 01112=020 1011312020 Appnod
Category: Roofing (=j 303-1511 PE-74021 (334) 300-1800
SudiCaugary Metal Rooting Ishummmigildriornet.00rn
Complanes, Mothath E�Laflon Report from.
Florida Regi larad Anhftd or. Lioer ead Flords,
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DMC5V
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
lmkv or Dift Pan"
versial tomaHL&UMM valmalad a, 909" Admitted FBC A-arval AMArtiVed AL"
2020 Therms-Tru Corporation arm jaspoolon Lyndon F. SlAml P E. Ryan J rd". P E. W 5MV 12(3112020 04PM021 oalrls/2021 Appr-d
rad.pary: Eiderlor Doers 18DO) 84�-Te2fl PE-43409 (813)187-6556
WbCalsgofr. Winging Exterior Door Auntemblits siospersocrillithtfroatrue
ConlMmto M*Mod: &aluation Report tram a
Floods, RegiverecAroah's " A ___ '-.a
Ir.lorne Engineer
EWAOMNA"A"
A,,,-d for Use A-,-d for ther knout aulm
atonaigt modni. shallatimiggill lardiarl D-rholeart In HvHz Outside HVHZ Resistant laressurs
Th.arl Ficer-CuI &-in-&., Nominal 0":6 a(suctimputs'lual; opt'lale 12(31=8 No yes 'r. WA
Composite edge Filbargeari Single Dox,
fln"MoADUtrawingir X coartgurdon)
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4 4. Thtml*-Tal Fiber-C1.0919 bad Sonooth-Star
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a I Therrat-Tru Fber-Oassic sad Smooth -Star
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13 In. Thwan.-nu FIber-Clit". and a-th,81.
14 n. Th-Tru Rblft". ad S.-th-Sts,
15 o- Therms-Tru FlIper-Clusle And Smaosh-Sear
16 p. Ifter-Tro FJW�CWSSIC.oa Snacoth-Star
17 q. Th.ifints-Iro Fiber-Classli, ad Srhooth-Stal
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acareuration I
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conflou,stion.)
Norrinal 86#39,0 6qwaJnsso&qLpt Glazed
Constal Edge Fiberglass Double Door ran or
with out eideltes onsolnWOuhnalnti: XX a OXXO
configuration$)
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Molded Open COMP0910 FAIN, Fiberills" SO10114
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(invainVoutswing: n or OXXO ronflgordons)
42131/2026
No
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Y. WA
12131/20n
No
Y.�
yea WA
1213112026
NO
yes
yes WA
1M1na2ft
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Y.
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IZF31/2026
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yes
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l2f31f2QW
NO
Yes
Y" NIA
12131=26
NO
yes
Y., WA
1=1,2026
NO
Yes
yes N/A
12131nM
No
Y_
Y.. WA
=11202%
No
Y.
Y.. 141A
IV311206
Me
Y.
Y. N/A
IM112026
NO
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1=112026
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yes
TOO, WA
1?J3112M
NO
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Florida Department of Business & Professional RaWlation
Building Codas and Standards
Product Approval Application Detail
Fast 1 oil
VU2021
*§Wf1RN;11"14'1V
Qk
linuty or
Au Due
Dads Paindiss am
min varshoo uNwramm
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FDC AcoMal Asonoved
a"
Rht�i 2020 POT IndiVrIft
Jons Rosoww Wora-Decle &OCO - CFR
Mlorril-Dilde OCCO - VAIL 111111=20 IM1112020
11/2V2020
Apernoc
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4700) SIS-290
subcategory: tilloins, Isirtare, Door A. "a"..
Contiollienes Railroad CwtIllesson Msdi ot LiAling
om
PL#M-Mpr*Aucb
Quality Assurance A-troard far Us, Asterovul
for U, 11101W
201M
��Flm am,. fall or therho
ft." Description
contract expiration pole hi HvHZ
Oulsid. Resistant
fir"�
G.70 (L. 196 M.9110 Raped)
Mmyl teeing at.. Door
04AW021 Y.
Y. Y.,
N/A
March 6, 2023
PRODUCT APPROVAL SPECIFICATION SHEET(2023)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approyal numbers on the building components listed below if
they will be utilized on the construction project 1br which you are applying 1br a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
ITherm
1
1
1
1
A. SWINGING
aTru
Fiber -Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.0/-67.0 psf
1 2/31/2026
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2026
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2026
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/1412026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248. 10
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
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
FL17499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/30/2025
Pella Corporation
Series 10/20
FL11206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60,0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/1612024
Pella Corporation
Series 10/20
FL11161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/25/2031
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
NIA
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
NIA
1A
12/31/20N
PGT
Series 5500
FL261.1
NIA
5/26/2026
E. OTHER
3. PANEL WALL
A. SIDIN
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL1 5272.2
+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. AS P FLA LT S HI NGLE S
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2025
B. UNDERLAYMENTS
Tamko (1br Shingle Roop
1,51b Felt Undedayment
FL12328
N/A
6/29/2023
Plyglass USA, Inc. (lbr'nle Roof)
POLYS71CK TU MAX
FL5259
NIA
12/23/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING 11LES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
19/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 100NS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
NIA
12/31/2023
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
12/31/2023
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see c hart
B . TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12/31/2024
MlTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2024
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, I_VL, PSL, LSL
FL6527.1 - FL6527.5
NIA
10/3112023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
N/A
9/11/2023
Commercial Concrete ProductsE, Inc
High Strength Concrete Lintels
FL1774
N/A
5/2512024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be
a\4311able to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Business& Professional Regulation page 1 or 3
Building Codes and Standards 11250022
Product Approval Application Detail
V 0111;
Fairly or
21M 211111;
DmtbPwdlna
Pill
IM
Version Manufacturer
contact
Validated By
validaw Submided
FBC Approval
Aporoved
Iwo
Revision
2020 Thearno-Tru Cooperation
Sbwo Jasiberson Lyndon F. Schnnicit, RE
Ryan J King P.E.
07123=0 07ii2J2020
07129=0
1011V2020
Apowed
C tWry Evearm Dcos
(800) S43-7528 PE-4340il
(813) 787-8556
3:1ACGUAgory. SWinging Exteror Door Assemblies
gj""MonCthernvftu.co
Compliance Method: Evaluation Report from a
in
Florida Registered Anchted or a Licensed Florida
121111my"I
professional Engineer
Sees
Number or Name
product Description
2UWAXA&AWaM
&J2MXllaaZ= Aggrieved far Use
In HVHZ Will HVHZ
.29
AftsBy
I
M!Mber.Clasaic and Smooth -Star
Nominal U41398 8ocuotimpactiliquat Omue
1 2t3i rw
Yee
yes
NIA
, arlegarle Edge Fiberglass. Single Door
C,
(I n-AaWOurvyving; X configuration)
2
b. Therma-Tiv Fiber-Classio and
Nominal O&MO lIquotImpactiliquol: Opaque
12i3l/2022
Yes
Yes
y
Composite Edge Fiberglass Single Door wth
Sidoltv(r) qns;*n9I0utsWng; XO, OX at 0X0
3
c Thermia-Tru letHer-Clasalt, and Srrxioll�Star
configuratio
Namma 1 Ma 6 "lmpsct" Op
7h
12131/2=
Y"
Y"
ANIA
A
Composite Eta Fiberglass Double Door or
to
without Sidelfies; (InsonloglOubnoing: XX or OXXO
C"
I
:1"
Theamn.-Tru Fibeir-Classic
carifiguriallons)
Opsicut,
12TW2022
Yes
.
Yale
Y
C2
4
d, and Smoth-Star
NomIns I 8&#MD &q;u*LImpsct"
Composite Edge Fiberglass Single Door
CV1,
X
5
is Thearass.7ru Fibw.CI .. I. And Sanuo"u,
(I nsviong/Othaomna; otinfigurartion)
Norniral B&AIM'D Oput-
12t3ir2M
Yea
Yer,
Y
;0001
cc c'
N_e.
C� benglass, S%1 Oco, Wth
C=
SIZipout)eJE1,o�F
g. . afoa. , OXor0XO
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configurations)
,, �Z -
6
f Themns-Tru Fiber-Classa: and Smooth4tar
Nicholas 18"259, 0 "� Impactilquot, Opaque
l7j3l=
yes
Yale
y-
yea
NFA�7,
co C"'
==I:.F �eIrlbo='=Ilo' Door vAth or
!
bass his )O(or OU0
configurah-)
Z cu,
r- -CL.
7
g. Thwm*.Tru FlIbisr-Claggic and Smooth -Star
Nominal U#W,8 illiquotimpact&quort: Glazed
Composite Edg 0 Floargilaris Single Door
Inl/2022
Yale
yea
Y
NfA le
I
X-'
(I nswnWOutswing; xconfigunation)
C,
8
h. Therma-Tru Fiber -Classic, and Smocith-Star
Nominal 6&#*, 5 fiquot; Inipactilquat Glued
I ?n 1 r2m
Yes
yes
Yea
NIA
Composite Edge Fiberglass, single Door with
Sidolit (a) onowngtOuraiwing, XO, OX or OXO
cc
configurations)
C
0
i Therma-Tru Fibet-Cla"o and Smooth -Star
Nominal GUMB Wmimpacti4quot, Glazed
CompoaraEogle Fiberglass Opub*Ocorolth or
12t3112022
Y"
Yet.
Yes
A (1) CI
W �:
wthout Sictaftes (Irearong/OulaWng; XX or OXXO
Aur)
configurations)
0
10
1 7h*rrre-7ru FlIbet-Cleassic and Smooth -Sur
Nominal 8' 0 aquot; ImpsoAquot; Glazed
12131=2
Yes
Yes
yes
WA cc
Composite Edge Fiberglass, ¬e Door
=10,it-ing; X configuration)
11
K 71ownrol-Tru Fliber.Classle and Sroocrto-Star
86#3W D SAucVmPQct&qu0r Glazed
12/31 =2
Yes
Yes,
Yes
NfA
Composite Edge Fiberglass Single Door Writ
adtalb#(S) linswingtoutswing, xO' OX or Qx0
configurations)
12
1. Therms-Tru Fibeq-Clastac and Sinvoth-Star
Nominal 6&*rfQ;0 4quotImpacAquol; Glazed
12r3l=
Yes
Yes,
Yom
NtA
=91m,se. Double Door vAth or
Co==(F
wit ng OupwAng; XX or 0)0(0
confillunrionr)
13
rn Tharnrsa.Tru Flbw.Clo"c and Smocith-Stur
NomIna I EMS" &qUQt;IMpaCt&4u01: Opaque
12131IM22
Yea
Yes
Yes
NfA
Co anSingleDoorwith
,,=Edp,e,FIb9
In lftqi�
ol . aldellte(s)
(I nsyningiOutswing; XO, OX or QXO configurations)
14
n, Therne-Tru F1 ther4lassic and Smootin-Ster
Nomlits I S&M's aquot: ImpactSquot, op""
120112022
Yee
Yft
yes
NfA
Composite Edge Fiberglass. OM ble Door voth
aquot;Non-Inra=t9quot; Sidehus (I nwomg/Outsw no:
Oxxo configuration)
15
o. Thernate-Tru Fiber-Classit; and Srrqioth�ftr
Nominal 8&#W.0 kuctlimauldboot, Op -quo
I V31 IM22
Yea
Yet,
Y*5
WA
Composite Edge Fiberglass Single Door With
",Non-Impactaquot; SidelibH(s)
(Inswrig/Oulawma; %0, OX or OXOconfiguratiarts)
15
p. Tnerma-Tru FIberr-Clo"be and Smot:IhZter
Nominal U#39:0 8QU0t;Ih1pQCt&qU0t, Opaque
12131f2022
Yes
yes.
yes
WA
COrapotateENsFibargi asDoubleCooroth
aquot;Nion-ImpactiNquot, Sidallbas (I nawrig/Outsw ng;
OXXO configuration)
17
cl. Therma-Tru Fib-Cl.... and Shartoth-St.,
Normom I S&M; 5 Squat Non-larpoet8quot Opaque
I 2t3l QV22
Y_
y_
No
NIA
Compel Edge F berglosts Slagle Coor
fliarning/Oulavving; X configurtartim)
to
r TherrwTw Foar-Classic and Srnooth�Stai
Nominal 06#W.8 i%quotNon-impecosquot, Opaque
12131 Q022
yes
yes
No
NIA
Composte Edge Fiberglass Single Door with
XO, OX or OXO
=OnvAnWOutwMng;
one)
19
s, Thermit-Tru Fiber -Classic and Smooth -Star
Nominal U#39;69quct�Non-Impac*uct; Opaque
12J31rzM
Yale
Yes
No
NIA
composite Edge Fiberglass Double, O"Wth or
VAthout Stories (IntoMfigloltraWng; XX or OXXO
configuration 6)
20
t. Therma-Tru Fiber-CIessic and Shicath-Star
Nominal 8',. D alwolt Non-lmpac*uoL Opaque
12131=22
Yea
Yes
No
NIA
Composite, Edge Fiberglass Single Door
(In.Wag/0.1re-nig; X confiquartion)
21
u. Thermat-Tru Rber-Classic and Smoctith-Star
Nominal U#n,,D liquotNon-Impoodquot: Opaque
12/31/2022
Yes
y0s,
No
NIA
C.mp.aft Edge Fiberglass Single Door voth
Sidelts(s) (InowngfOutswng, XO, OX a QX0
conflouraflonal
22
Y. Tharms-Tru Fiber-Clamcond
Nora -I 8SA30 0 &q..t;N- lmp..i&q..t; Close-
12t3l=
Yes
yet;
No
NIA
Composite EI196 Fiberglass Double Door Wth or
without Sid6lites (InvoinglOubearinx )O(or O)CKO
configurations)
23
Tharrr*-T� Fiber-Cliessic and 5mogth-Stat
Nominal 6809A &qwotNon Impactliquot; Glazed
I=IaM2
Y_
Yes
No
NIA
Composite Edig Fibeirglass Single Door
('a Is= Xecinfiguration)
24
x- Themot-Tru Fiber -Classic and Snnocidt-Slar
"=. Squo0on-Irnspacriliquart; Glazed
12J3112022
Yes
yes
No
NIA
Composite Edge Fiberglass Singe Door Wth
Sidelke(e) 0 "sWnSPOutsWrig� W, OXcr OX0
configuration 5)
25
y. Thentria-Tru Filber-Ciowcand Smooth -Star
Nominal W#S9;8&quc1;Non�Impo&Aquot; Glazed
12131/2022
Yes
Yes,
No
NIA
Compoolts, Edge Fiberglass Double Door wth or
Without Sidellus (IrwMngfOubrMrg; XX or OXX0
configurations)
26
L Therma .7ru Flbar�Cisseue *ad Strooth-Shar
Nominal S&A3g;O "NewulnopociScluot; Glued
12131/2022
Yas
Yea
No
N/A
Composite Edge Flicarplass Single Owl
(Immmg/Outswklg� Xomfigurabol
27
re. Therma-Tru First Classic and Smooth Star
Nominal 8&039:0 liquatl4lin, ImpactAquot; Glued
12f31=2
Y_
Yes
NO
NIA
Composite Edge F bargilses Single Door with
Sodoike(s) (lns%ingiclururwng� XO, 0Xcr OXO
configurebons)
28
rb. Therme-Tru Fibet-Claissic and Srnooth�Sur
Nominal 88939:08cluotNon-Impact5quot, Glazed
1213laW
Yes
Yea
NO
NIA
composite edge Flbo?l; I's Door vAth of
without Sidakes a'; )0( or OXXG
onal I=
configunnions)
Florida Deportment of Business & Professional Regulation
pass I d2
Building Codes and Standards
I WWI
Product Approval Application Detail
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EmIty a
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Dabe pe.kdm
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V-- Manufachuner
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Srem, stinger Lul. Robert. I-.. Sle�en WL 1.10ch, PE
1wano2a 10101112D20
10/1912020
12ASM20 App-d
CzeegW. Exteflor Opera
(71?) 365-3300 PC-92614 (717) 317-8454
lazeCatoprin Sitting Extienor Door AssernAes
psillnizenCrIlwd.corn
Cornitillance Who* Evaluation ROOM from a
Florida Registered Arcaltoet W 0 Licensed Florida
professional Engine.
FWS$32418 Products
ANA ftel or Harm
=UMINUM
quality Assurance
Product Deschattle Lliat
AceroyedforUsp
In HvHZ
Annoyed for Use
outside HyRz Resistant
Impac; paslan
Pressure
1 SGD
SERIES 420 ALUMINUM SGD CX0 1213112024
No
Yes
No W,
146-31"qual),806quot: NON -REINFORCED
2 SSR�gs 420ALUMINUM SGO
SERIES 420ALUMINUM SGD OX XO. XX 1251/2024
No
yea
No NIA
9"q�d;OO&Q-1, NON-FIRIN FORCED
3 SOR ES 420 ALUMINUM SGD REINFORCED
SERIES 420ALUMINUMSGD REINFORCED OXO IMI/2024
No
yes
No WA
145-3148,qual,48k. ;
4 SERIES 420 ALUMINUM OW REINFORCED
$ERIES420ALUMINkJM80DREIMFORCEDOX 12131/2024
No
Y.S
No NIA
xO. M 9011110c)(90600t:
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SERIES 420ALUMINUMOOD REINFORCED XXX =1/2024
No
Y.
No WA
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Florida Dspartmenit of Business & Professional Regulation POP I F2
Building Codes and Standards 11102011
Product Approval Application Detail
Photo
Cab pieredires am
Zullt versum Manufacturer
Contact
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Rim
ReMsion 2020 W.".Oakan, A d.W. of Owasso! Door
Er..yr. Kornl.h John I Sevies Jeffrey p wriesca, P a
iW1212020
0IN21112020 10=020 121i5M20
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Corporation
(W)7618121 P6.51737 (904) 821-5200
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No yes Y.
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Vessels In top W Intermediate section.
Florida Departmerd of Business & Professional Regulation page 1 di
Building Codes ;I rid Standards
Product Approval Application Detail
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Version 16anufactums, lwiu&KAIW= LuLamimit A,-,,d
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Product Approval Application Detail
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MI irlllid�.Rrd Dow mortars AmucamArchledurial Sovem M. Lkich. PS
11122r= 11f22,2020 iwa=o Approved
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SubCMWr3r OvkVing Extiona Door Assemblies ejospersortitIlthirrinattruoo
C4boM: Wnd-
SUboidericifir Brooks Hug
(941) 466-0100 (766) 315.2590
Irm�16asirguclustristo
Calsiow. VAri
Subcalongerg, Hartiontal alder
(71?) 365-3300 hi-Itchimirs Association (717) 31 F-8414
b"I'g.'*pnwd_
caleglow. window (717) 311115�3300 M-leclumps A-10. (717)3174454
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CU
compliance Mothad: Evaluation Reportfroon a on
Fiords Registered Amorsect or a Licensed Florida
Complissics Method: Cursors. Men, using
compliance NoMo& CWftoMon Me* ar LM*ig
C-VIlu. it%@ Geolitficare- Mark �Lmsdng
Professional! Engineer
FL02Q4114q7
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1
a Therme-Tru Filiber-Clossla and Smooth-Stor
Nominal 551M.3 Squatrion-Instraomquot Opaque 1213112022
Composite Edge Fiberglass Single Dow
No
Yee
NO
MIA
r- CM
cv`3
0 a+-
C)
>
2
b. Thermin-Tru Fiber-Classia SmDoth-Suir
(In"ing/OuttivAng, X configuration)
8cluothlon-ImpactSquot, Opaque 12t3i/2022
No
Yes
No
NIA
C14
-0 E
0
and
Nominal 68013ell
Com"to Edge Fiberglass Single Dow Wth
LJ_ Ct
Scielitio(s) OnavargiOumWina; XO. OX or OXO
cc C2
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cc
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3
c, Thornno-Tru Flicer-Clossleand Smkoth4kor
Nominal O&M;B &quathion.liniourillaquot, Opaque 12131112022
Fiberglass Composite Edge Double Door won or
No
Yes
No
NIA
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1-4 -
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%without Siclegitme (InsuvinalOulloining: M or O)X0
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3: CL. 0,
4
it ThermwTru Fiber-Clawk; and Smood -Star
oorifigurmions)
Nominal ?&#*,0 Squachlon-Impeadquot Opaque 1213112022
No
Yes
Nc)
NIA
does A 0: R
C2 = -a
Composite Edge Fiberglass Single Door
5
a Thernme-Tru Fiber-Cla"Ic and Smooth -Star
(I nonming/Oulaviling; X configuration)
Nominal 780M.0 "Non-ImprNxMquot Opaque 1213112022
Composite Edge Fiberglass Single Dow with
No
Y"
No
N/A
Ij
,%"We) (InswinglOugeniring, XO. OX or OXO
V. C=
corrifigundione)
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a
I Thormar-Tru Flow-Cemeek; old Smogin-ster
Nornewil UNW;Oaquotiton-Impeabliquati Opaque 12131/2022
Composite Edge Fiberglass Single Door
No
Yes
No
NIA
Florida Departmignit of Business & Professional Regulation
Codes Standards
enirial
Florida Department of Business & Protmionsi Regulatton
P%ri oil
Fiords Department of Business & Proforriallonal Regulation
cc WE, Jv
(Imanving/Ohitmerrig, X configuration)
Buildi rig arid
10=1
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11512021
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amdr
r=
7
9. Thenme-Tru Fibw.CImic *no Smooth-Stor
Nominal U#39;0&qvotN*nImp*;g%qwot Opaque i2f3lr=
Composite Edge Fiberglass Single Door Y*b
No
Y"
No
MIA
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
0
CL. 'j
Sid*10*(*) oramingliOusm-Ang. )(0, OX or QXO
Or
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19 g0Z)0.0"NonImps;t14uac Opaque 12131/= No Yes No MIA
8 h Themire-Tru Fiber-Ciftsic and Sinverth-Scar
Cornposits Edge Fiberglass Double Dow With or
Q& EEwm 2" 291 09, Phd- no
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ent*v w 2" 2" uKizwl" ilea
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Validated ihommA too Amarwimal Awconvired
0
L Thorma-Tru Fiber -Classic and Smocilli-Sbor
Nominal Glued 1213112022
No
yes
No
NIA
Naimoli 2DZO PGT lndUWJW
J.4 R.0-old W-1-0.6e, OCCO CrR Mlun.Uads BCC0 VAL I iia=20 1110SM20
1IM112020 Appr"d
R-s. 2020
Mi Wid-rd Docrii
Stud manger, Lul, R L"s, PE Steven M. union. PIR
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PGr Industries Jan. Ft-dd lAwn*Dd. OCCO - CIER MI.M.0oft OCCO - VAL
11105029 11 101VA 20 11MV2020 Approved
Composite Edge Fiberglass Single Door
Cote"! yvind0vch
(041),486-0101) (786) 315-2590
Conionor. Wind-
(717) 365-3 30a PE-62614 (717)317.8494
Categicar, Wnd-, ($41)48&0100 (786) VS-2990
onamoingfOulawing, X configundion)
INLI1,094gonf. FlIted
Ilubcatimikorr- Nquilam"
SublColegary: liftillims ftwownildrilligirridulml
10
J. Therma-Tru Filber-Clanwalt: arid Smootim-St2r
Nominal S&*39;8&qu0t;Nor0mp*ctAquct, Glazed 12/3112022
Composite, Edge Fiberglass Single Door Vath
No
yes
No
NIA
Method! CwHicow Menr a using
0m
Campleanu 010hot livaluirban Repo" am 11
FImi Registered Architect or. U-mid Perlds
Compliance Method: CvM�flw kftf% or LiWmg am
Sidelfiri (InsimingtOutimming; KID. ON or CAD
FLO4341H
Pmhisomol ER*..
PLAM4111p,
11
k Thernin-Tru Fibet-Classic and Smaoth-Ster
configurations)
Nominal 08#39:8"NonImpw:t", Glazed 12131=2
No
Yes
No
N/A
amobAlawjwa AgonavadjawtLift Awan"ImrUsa
kuwAt 229M
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U" Product Model. N,,,b, , M-
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Product ModaL March, of N= product Description
ln HVHZ OL"Cb RtiloW Prnwm
WOW Slashed (InaininglOutrinving, XX or OXXO
5 PYA-SM (L" M6.11. I.pd)
Vinyl Fred OA.d- 046M025 Yes Y_
YI's MIA
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12
1. Thwone-Tru Fiber-Clagoic and Smooth-Stor
confIgurstions)
Nominal 79039;0 4quottlMon-firipactficluct, Glazed 121311=
No
Y"
No
NIA
2
110.4
Varificalal.rinirwin M.N. 1200024
No Yes Y..
WA
Composite Edge li'llborgillosta Single Door
omwnglouwwnoi X gonrourabon)
is
m, Thernme-Titi Fiber-Clorseve, and Smooth-Slar
N_I 7&A3Q;0 "Noi,Impwic%qvot., Goated 12131rj=
Composite Edge Fiberglass Single Door Wth
No
Yes
No
NIA
Sideldo(s) (Inswing/Outoo4mg; X0, OX a OXO
wmbgurabong)
14 In Thermits.TrU Flbw.Chnslc and Smooth-Slar Nominal 88INK10:0 &quirtNoti-Imlowdquat Glued 1213112022 No Year No N/A
Z
Composite Edge lellpleggam Single Door
oftwigiroutiomfing; X configorroban)
13
a TherrrwTru Fibipr.CM$ic and Srrooth-SW
Nominal U039:0 &Q40tNon-fmigadscluct, Glated 12al r=
Nor
Y"
No
NIA
Composov, Edge Fiberglass Single Door *th
Sidegria(s) (1 nswriglOutrawng: XO, OX or OXO
configurations)
Florida Department of Business & Professional Regularbon
ptivial
Fiords Department of Business, Professional Regulation
PswZd2
Fiords Department of Business Professional Regulation
P.9.3,A4
is
p. Thernrw�Tru Flbw.Chmic and SMOOM-SW
Nominal U#39;0"Non-4mpKtSquot; Glazed 12131 rAw
No
Y
No
NIA
Building Codes a W Sts indards
14=1
Building Codes and Stands rds
Bul Idl rig Cod" and Stands rds
30=3
Composite Edge Fiberglass Double Door vAth of
Mhow Sidelites, (Insoving/Outroilmo; XX or OMO
configurations)
Product Approval Application Detail
Product Approval Applicadorn Detail
Product Approval Application Detail
w
17
q ThermwTru Fiber-CWmic and Sinnooth-Slar
Nominal U030A "N*n1mp*ct" Opaque 12131 =2
No
Yes
No
N/A
Competition, Edge Fiberglass Single Door Wth
18
r. 71harmo-Tru F�ber-CLmc and Strooth-Stair
Trans*. (lnsWnQ9)AswnV; DIX configuration)
Nominal 09#N;SaquotN*n-impoosqL4m Opaque 12/31rdM
No
Y"
No
MIA
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andly oft no am PMH2ft
Do
BMW
211111 Iturce ponclows
sells, or
2KE 211 21mlmdm
C-p�.ft Edge Fiborglose, Simple Door Wth
S.d.l*.) and Tous- CIXO
01OX or OtOXO williquinatictrair
'elm IN= AWN&Mb=
R.11w. 2020 James Hardle Bulking Produts, In.
Gomm EridowerALIcarn, X*AAKM xmwdm imbm= faaAgimIK
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ARownd a"
dog FBC Appr-
mm Holm
provision 2020
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kwdw aawm ZAGAM=w 6agum
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sib&
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I= vaires.
Revision 2020
asswassultat 2010 tookuLAkam vadAw 9v
OAF miholoo.h Robert Nevolnen John W. Kzmvlch. PE
Salim MMM= EK6AMLEM Agamimg A"
1201 SM22 12M712(122 12=022 02107rA23 AW-.d
19
Thatma-Tru Flow Smooth
Nominat 684111%;8 8,quothlon-Impactillcluct, Opaque 121311=
No
Yes
No
NJA
cowell Panel Wells
(909) 545-83H PE-9402 (352) 36?4326
calaigory! Panel War%
t330) 927-2309 Pt-43409 t513) 767-81555
CdsgW soothe too*) 7f*3411 PE-wied (504) r?2-0224
a -Classic and -Star
Composite Edge Fiberglass Single Dow yft
" fr. memo
h.dAluckso-hard
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compliance I%Mock Evisgualion Report tom a
compliance Method: Evaluation Report frain I
Compliance Method: eyltustim Rapid ftm a
Co""ruious, Head and Sill configurations)
Fred* RopMmo Aramect m I Ucamsed Flwdo
Florida Roglitowd Aweliftot a a Licehired Florida
Floods RoglifluedAroldect ff. Licensed Florida
20
t Thanno-Tru Ritaf-Clessile and Smiewylli-Star
Nominal SSWSWO dquceN�.InmgdR:t&cIuot Opaque 121311=
No
Y"
No
NIA
Pror-loral Eralmiter
Prormselcul Enaneor
Pro-[ .. I Engines,
Composite Edge Fiberglars; Single Door wth
Scolito(s) QnswinglOubsWrig; XD. OX w OXO
FLMSI92ARProduds
FLO22mmspkk
FLMINki4tU
Ithadjoks
21
U. Thannimi Fiber-Clusle and Smooth-Stor
Continuous Head and Sill configurations)
Nomins I 630P. 8 squat; Nori.1 mindAcruct Glazed 12131/=
No
Yes
No
NJA
ANA PrpdmtModd.NLimbww&M
gudmAmugm Amwevailf"Urni AIRE222II19-ft
fto&dDwdcwn camKfaokodwkm lu HVHZ Outside 11111111
kum bodw
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Pruluct ModK Hurrkw w Mom
Ge"Ifir Assur-
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2sman
Pressure
CLWKYAasu�
Product Description contract Emrlim Do&
Answarved Fair Uries Approved! far Uss Impact DWO
in MVHz outwcb mva N*dKat Pfamm
Composite Edge Fiberglass Single Dow vAth
111211.111
,9doWto(s) (InsWrigglOutimoing. XO. OX of ONO
1 C-pluk Lap Selling
itsix-coment lop skiing 1203140n Y. Y-
NA N/A
I
11alict2l"Scluot Soft
VwR or Bad Very! l2t3li!2023
No yes No
IVA
I
OM Asphok Real Sh Ingles for w" in F BC nRx%4fVHZ Flowgion mil starood 34ob. larrin Rod, 5-lid, and 12MGM25
No Y" MIA MIA
Cominuous Hood wal Sill configurations)
2 Hwd.PkRk Lop Shfirg
lb-mut top king 1201/2023 Y. Y..
MIA N/A
2
b. Aquet.Alfistice TMAuct. SolM
V.1 . Solid Vinyl Some 1213142023
No Yes No
WA
jurmlevor. hipAndite suh.11 shingNs
22
v. Therrins-7ru F itter-Cleasic end Smoarth43tor
Nominal 6S#39:0&qucKNon-ImpwwAquot Glazed 121311=2
No
Y_
No
N/A
3
1. Aquot.Grownbrigir %4mistle Boadod. Sorn
Van; or Solid Very Sent 1213IZ202�
No Yee NO
N/A
Composite Edge Fiberglass single Door wth
I
it LqUdt.054,Wdt� SdIft
V. or sd:: virryl Sam 12023
No Yet No
MIA
Sclelloo(s) (InavvingtOutreArry; XO, OX or OXO
t I Lqudt chrow orikaeluot; Sam V-:-Sd Viryloft �2m/24023 No Y.. No MIA
23
w Thering-Tru FIber-Claselc and Sinnoodi-Stor
Continuous Head and 911 confIgurateins)
Nomina I 6&M;S iliquitchlon-I nipandliquot; Opaque 12i3wo22
No
yes
No
N)A
I. &q.d;Supar Sixmlkq�.t. SUN
VetarSdidVen,18.11111, IV31=3
No Yes No
N/A
Composite Edge Fiberglass Door Panels YAth Vmntrd
Sdolilloo(s) Ons"nonOuterwins. M )DX or XXXUK
configuralignsi)
24 x. TherrrwTru Fiber-Clusic ai Smoodo-Star Nominal 01039,0 t9quothlond ripawfilquat, Opaque 1213112M No Yet No NJA
Composite Edge Fiberglass Door Panels V.M Vented
96910o(s) 0nwmng�OuRrmmm%g)OL)=or)O00(
..'figurriti.me)
25
y. Thanno-Tru F bor-Cluttle and Smooth.Ster
NoriftwelS ;8 13,cluMNam4micultIquot Glazed 1213111=1
No
Yes
No
WA
Composite Edge Fiberglass Dwr Portals vAth Vented
Sclolite(s) OnsviingifOutirivii )CK XXX w X)O(X
Florida Department of Business Professional Regulation
Fees 1 art
Flaride Department of Business & Professional Regulation
Palatal
Florida Department of Business Professional Regulation
28
z. Thomma-7. Filow-Classicand Smooth-Sta,
configurations)
Nomiml$&40:0&qtic;tNon-Impacl&qua� Glazed 121311=
No
Y"
No
NIA
Building Codes and Standards
Building Codes and Standards
1 BM21
Building Codes and Standards
lAY=1
C:ompoWeEdge PhrorglassOcar ParvalsvAth Vented
Sldwlltca(i� ons%ingiOutowing, XX XXX or XXXX
Product Approval Application Dertall
Product Approval Application Detail
Product Approval Application Detail
oonflaufaflons)
0 "Wo-e., F '00 "L R K
W11
27 as Thimme-Tru, Filow-Classic and Smaoth-Stor Nominal 65031 &qxro0on-impervilliquot. Glued 121311= No Y" No NIA
Composite Edge Fiberglass Single Door with 3S#*,0
mide!Ws) OnvilmolOutsviing, XO. OX a 0)(0
_K
ocanlaurallons)
Endw us a" am, Panels-
but
;m
@mow a
Igift an Rat Pending ftf
�aft
lindly w
ga am Dab melm 292
25
zb Tlhawrns-Tru Fiber-Clarmiloand Smooth-Stor
NorninsIG&M;e"Non-Impmo*Auot, Gued 12131/2022
No
Y"
No
N/A
Mtn varelm, litsolisholm
contend KnaircurAl.1cons, gdddldk yAbaw $LbbW FAC Ami-W
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manure4turw Conrad &Wnw A License W~ air
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Composite Edge Fiberglass Double Door %fth
Revisor, 2920 TAMKO Building Products LILC
Kamil FAIR A clean Nrommain John W, Knaravloh. Pr 1004r= 0Q/29n020 Ioji2r2o2o
12115=20 Approved
Rwslw 2020
L V Thompson. Inc. dos Thomproin ArchRieturol
Tony Chmstmon Zed" R� Primit St"wit A larch. RE
01M ?t2020 09114107020 oltmalta 12115=70
Appmved
Rim,10on 2D20
Flood& M&M Pf"oft Inc. Clark "to J &met L Bucket P F.(j Strison K Unch PE
OPM12020 011,5515020 1010412020 12AGOIX20 Approved
3039.0 Wellcome (Ins"IngirOutemving. O)Q(O
Qd9gw. Rodho
(417)1124�81144 PE159186 fqm)772�0224
Mm%1,,C-ipanYt1'AIMC0)
(813) 248-3404 P111,74021 i'17)3174454
caregaw. Reding (904) 7L`IaAGG CRUCK mighteri (717)3il-8454
29
to, TherymTru Fibw,Clei*c end Sinniath-Slar
configurnation)
Nominal U#30,.O kuttliNon-Impoi Glued 12/31/2=
No
yes
No
WA
Subcategory: UnderimemeNs
Compliance Mothock Evskjohan RIPON Irom a
karri-eadonciterk. otimm
Coo": Roaring
"Cusparr. Roofing MmsWet that at# an
leminag-oitskoding.�
11,11aCtsi Rol.g A.—iss that we 01.11"unco.com PE-31242
Integral Part Wth. Roolmg system
Composite Edge Fiberglass Single Dow with Mit
Sidelitill (InsimAngtOutinving� XO, OX or OXO
Florida Registered Aroftect Its Llmw planes
Integral Pan ofthe Rooting Sydam
awnwilaronalldhod; Evaluation Freportf...
owfigurat n
NA;08cruotition-ImpactAcluct;
Poltictional Engine.
Compliance IllediDd: Evaluation usporn torn a
PladdlossipstmodArchroict- consedshorlds
Florida R"I.N.ClArchosert .. U-.d Flodd.
pnolseskmil Engliaer
30
zd Thermil-Tru Fiber-Clagoic and Smmth-Smr
Notiminal Glazed 12131/2=
No
yes
No
MIA
Prorshish:0 Engineer,
Comprises, Edge Fiberglass Double Dow vvkh
PL*12321.UProdude
P"il"lProduale
a 0 Slarelftras (InannIngiOulamining; OXXO
ammkagmumt Ab,,,Vd f, Us, Approved 1, U,
IM" gleam
ELdhOnBAI*�uk
31
as Thomirmi-Ttis Fliter.Ckasse and SnioulloStar
oonfigurwbon)
Nominal 7&939,0"No�Impact&Qu0( Shurtir 1241 r2022
No
Y"
No
NIA
PtdmtDnMWB,, cooked Kreallmillan Date 1, HVHZ character glya
Retibinut P,-,
Quality Assurance
Appointed for Use Amoved for Logo IM
21M
Am"
QARv Atwomy
Wkmafjg woo-
Amaraved for Uss Aparoved for Lots taw ROM
an HVHZ oubild, HYM Allow ammm
Set ams Composite Edge Gleaned Fiberglass Single
l TAMKO Rod L14dIftYYwnft(HVHZ)
Rd.oddayorml. f. us. in F 6C HVHZ OVAJ2023 Yes No
MIA WA
pl� 0 ... kim, sgmLlgxARtdkcAsa
Ina= aamgL= Anium
zalmn
3
fl tft ale Oval ve re A, Q u at: ft�u a lar Whiruld two fabreatral 12nift
No yes No WA
Door WON or vAthoul 1&0111 Sdolie(s)
(InarvringlOutiriving. X OK XO or OXO configuartions)
2 TAAAKO Fred UriderlitymermithION-HVI-GE)
jumadatione,
R-turided.yont. In ;8C ..444-12 0819/20" No Yea
MIA WA
2
= FM1='Vb*n1 *am Saffin, lor Tie
TAMC0 Gooseneck Vue
20 :L stalo rootywOWa wNh battle OWOM028
20 L 0~06
Y" Y" MIA
No Yes NA
WA
-QiLlob
fr.. 0 026! A....on
jurisdo"s.
3
TAMCOOIPRWUOROOrVmtOM Base
209L doft ro0yeallactor *Ith Integrated baffle 091OW020
yes Yes NAA
N/A
4
TAMCO Round 7*p O%RIM@ Yam with Bar% set Tile
20 go. stalc r�f"rMida war battle oommom
Yee Yes MIA
N/A
Florida Departfirtiont of Business Professional Regulation
p.gal at
Fiords Departments of Butriness & Professional Regulation
Pert as
Florida Department of Business & Professional Regulation
pi,sai d I
Florida Department of Business and Professional Regulation
Building Codes and Standards
Building Codes and Stanceirds
110=1
Building Codes " Standards
Building Codess, and Standards
3/15/2022
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
01 IM-52,41"
oft
1112111 Xl= sowalwm
R."i.m 2020 Lamence
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SHEET NO.
March 6, 2023
.1 PA 1. 2
Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30/2020
MMFor direct links to all SST approvals rated below.
For additional Informallon regarding FIW(Wg Statewide Product Approval System and Mlarni-Dede, County Nolte of Acceptance (NOA).
FL#2356-R?
AMA Product Description
I ifttbn Stainless of Concrete & Masonry Screw (17N-SS) 1/4" diameter Titan stainless st"I masonry screw
FLO96MR6
All!"
Product Descrintion
I
SDI 01 12DBB
Outdoor Accents Connector Screw
2
SD91 12. SD9212, SDI 0112. SDI 0212
Strong -Drive SO Connector Screw
3
SD9112SS, SDO212SS
Strong -Drive SO Connector SS Screw
4
SDCF22434, SDCF22512, SDCF22614. SDCF22700, SDCF22858. SDCF221014,
Strong -Drive SDCP Tirnber-CF Screw
SDCF221134, SDOF221334, SDCF271Q58, SDCF272358
5
SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858. SDCP22912,
Strong -Drive SDCP Tim ber-CP Screw
SDCP221100, SDCP221134, SDCP271400
6
SDHR27400, SDHR27614. SDHR31400, SOHR31614
Strong-Driviai SDHR Combo -Head Screw
7
SD625112, SDS25134, SDS26200, SOS25212, SDS25300, SDS25312, SOS25412
Strong -Drive SIDS Heav y-Duty Connector Screw
SOS25500 SDS25500, SDS258M
8
SD8251128S, SDS252OOSS, SOS25212SS, SDS2530OSS SDS25312SS
Strong -Drive BIDS Heavy -Duty Connector SS Screw
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730
Strong -Drive SDWF Floor -to -Floor Screw
FLUID007-RB
AKS
Product Model, Number or Nana
Product Descrlg=
I
ATR318, ATRI/Z ATR5/8, ATR314
Threaded Rods
2
ATUD5, ATUDS-2, ATUD9, ATUCG-2, ATUD9-3, ATUDI 4, ATUD14-2
Aluminum Take -Up Device
3
BPW8-2. BP1/2. BP1/2-3, BP5/6-2. SP518-3, BP314. BPW4-3, BPRTUD3-4
Bearing Plates
4
CNW3/8. CNW112, CNW518, CNW3f4, CNW5/8-112, CNW314-5/8
CouplerNuts
5
CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88. CTUD97,
Coupling Take -Up Device
CTUD98, CTUDQQ
6
N3,144. N5. N8
Heavy Hex Nuts
7
RTUD3, RTUD3B. RTUD4. RTUD4B, RTUD5 RTUO8. RTUD7, RTUD8
Ratcherting Take-U p Device
8
TUD9, TUD10
Take -Up Device
9
TUW38
Take-UpWasher
10
URS3
310" Uplift Rod Run Tiodowri System
11
URS4
1/2" U plift Rod Run T*da*n System
12
URS6
5JB" Uplift Rod Run Tieclawn System
13
URS6
3/4" Uplift Rod Run Tiodown System
F1.111110441-ftill
9
,dhJ1
ProdUat Model, NUMber or Name
Pmduct Descriptlon
1
DTI`2
Hold-down
2
HDC1014. HOC10M
Hold-down
3
HDO8, HH001 1, HHDOI 4
Hold-down
4
HDU2. HOU4 HDU5: HOU8, HDIU 11 HOU14
Hold-down
5
HPA28, HPA3,5
Strap -style purlin anchor
6
LSTHD8, LSTHDSRJ
StFap-style hold-down
7
MASA,MASAP
Foundallon anchor stralp
8
MPA132, MPAI"
Strapistyle purlin anchor
9
PA18. PA23, PA28, PA35. PA51. PA68
Strap -style purlin anchor
10
PAII8, PA123, PA128. PA135
Strap-shite purlin anchor
11
STHD1 0, STHDI ORJ
Strap -style hold-dowri
12
STHO14 STHDi4RJ
Strap -style hold-down
Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W420
MMFor direct Inks to all SST approvals %#ad below, CLICK HERE
For additional inicrinstion regarding Forda's Statewide Product Approval System and Manni-Dade County Notice of Acceptance (140A).,q�.
21
LB series he ngers
Top flange hangers available in Width of 1 -9/116"and heights
ranging from 5-3/8" to 15-1/8"
22
UBAZ series hangers
Top flange hangers available in Width of 1-9/le" and heights
ranging from 9-3118" to 13-118"
23
LEG3, LEG6, LEG7 sense hangers
Top flange hangers available in wilthis ranging from 3-1/4" to 8-
718" and heights ranging from 9" to 33-1t2"
24
ME05, MEG7 sores hangers
Top flange hangers available in widths ranging from 6-1/4" to 6-
7/8" and heights ranging from 9" to 32-1/7'
25
MIT series hangers
Top flange hangers available in vvidthis ranging from 1-0116" to 5-
1/8" and heights ranging from 9-11N'to 24"
20
PF. PF9. PFDB. PFDS8 series hangers
Top flange hangers available in vAdth of 1-91116"and heights
ranging from 3-V8" to 7-118"
27
FIR
Ridge rafter connector
28
WP mores hangers
Top flange hangers available in widthe ranging from 1 .9116" to 7-
If8" and heights rainging 9-114* to 32".
FL#10960-R5
1U19 . -- __
I ABA". ABA44R. ABA48, ASA48R, ABA86. ABA6eR
2 ABU44, ABU441R, ABU46, AEU46R. ABU5,5. ASU5.6, ABU65. ABU66, ABUSOR. ABU88,
ABUSBR,ABU1010,ABUIDIOR ABU1212.ABU1212R
3 ABW44Z. ABW44RZ, ABW48Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7
4 AC4, AC4R, ACE4, ACO, ACOR, A0156
6 BC4, BC48. BC4R. BC8, BC8R, BCS, SCS2-2/4, BCS2-3/6
6 C844, C648, CU8, C988, C888
7 CBSQ"-SDS2. CBSQ46-SDS2. CBSQ66-SDS2. CBS086-5DS2, CBSQ88-SDS2
8 CC. ECC, ECCU Series
9 CCCI-SDS2.5, ECOQ-SDS2 5 Series
10 CPT447, CPTi CPT86Z
11 EPB44A, EPB", EPW, EPBW
12 EPS4Z
13 LCB44, LCBW
14 LPC4Z,LPCOZ
15 MPB44Z, MPBe8Z, MPB88Z
16 PB44. PB44R, PB46, P1366, PBSOR
17 PSS44A, PBS46 PSMO
is PBVO,PBVlo
19 PC44-18 PC46-18, PC48-16 PC84-10. PC4k!-16. EPC44-16. EPC4a-16, EPC48-18,
EPC04.16, FPC86-16
2D PC4Z PC4RZ, PCSZ, PCORZ, PC8Z, PG8RZ. EPC4Z, EPC4RZ, EPC8Z, EPG5RZ. EPC8Z,
EPC8RZ
21 PPB"-4Z PPB".aZ
22 RPBZ
&9MILM
AW Pirroduct Model, 14 umber or Name
I FJA, FSA
2 FRFP
3 01-146-8, GH4", GH48-6. GH48.8, GH41 0-6. GH410-8, GHWO, GHW8. GH6B-6. GH68-
8, GH61 OL8, GH610-8
4 GLB5A, GLB5B, GLB5C, GUBSE), GLB7A. GL87B, GLB7C, GLE17D
5 GLBT512, GBLT812, GI-ST516, GBLT816, GLST520, GBLTS20
e HGLBA, HOLBS, HGLBC. HGLBD
7 HGT.2, HGT.3, HGT-4
8 UFPIO-SD83
9 URFP
Product Description
Adjustable Post Base
Adjustable Post Base
Adjustable Post Base
Post Cup
Post Cap
Embedded Column Bass
Embedded Column Bass
Bolted column caps with WI ranging from 3.114" to 9-ItT and
W2 ranging from 3-518" to 7-1/2"
Scravved oolumn caps with WI ranging from 3-1/4" to 9-1/Z'and
W2 ranging from 3-"" to 7-1/2"
Concealed Post Tie Base
Embedded Post Base
Embedded Post Base
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Post Bass
Embedded Post Base
Round Post Base
PDstCap
Post Cap
PostBase
Retrofit Post Base
Product Description
Foundation Anchor
Flat Retrofit Foundation Plate
Girder Hanger
Glulam Bearing Plate
Glularn Bearing Plato
Heavy Gluland Bearing Plate
Heavy Girder Tiedown
Universe I Foundation Plate
Universal Retrofit Foundation Plato
Simpson Strong -Tie 2020 FBC Approved Products
For direct Inks to All SST approvals listed below.
For additional finfamation regarding Florida's Statewide p1r0dUCt Approval System and 10111TV-Dade County
Updated 12P,012020
Notice Of Acceptance (INCA), QiQJLjd=
FIL010446-116
22"
Product Description
1
A21 A33, A34. A36, A44
Angles
2
APA21, APA4, APA8, APVA21, APVA4, APVAS
Outdoor Accents Angles
3
APB44. APB44R. APVB66, APBWR, APBW. APB88R, APS1010, APB1010R, APVB44.
Outdoor Accents Post Beam
APVB44R. APVB86. APVB66R. APVB88, APVB88R, APVB1010, APVBIOIOR
4
APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT24, APVDJT2RA, APVE)JT2-6.
Outdoor Accents Dock Joist Ties
APVDJT2R.8
5
APHH46, APHH48R. APHH610. APHH01 OR
Outdoor Accents Heavy Hong or
6
APL4, APLI5, APT4. APT6, APIVIL4, APVL8, APVT4. APVTO
Outdoor Accents L and T Bearn-to-Column Ties
7
APLH24, APLH24R. APLH26. APLH2eR, APLH210, APLH21OR
Outdoor Accents Light Hangars
8
BVLZ
Brick Veneer Ledger Connector
9
CBT2Z. CST4Z
Concealed Beam Ties
10
CJT3Z,CJT4Z.CJT5Z.CJT6Z
Concealed Joist Ties
11
DJT14
Deck Joist Tie
12
DS
Dry Wall Stop
13
FCI� FCS
Framing Clips
14
FWANZ
Foundation Wall Angles
15
GAI GA2
Cusset Angles
16
112A, H2.5T, H8, Hl OA-2, H1 OS, H 14, HGA1 0
HurricansTies
17
HCJTZ
Heavy Concealed Joist Tie
18
HH4. HHO
Header Hangers
12
KBSIZ
Knee -Brace Stabilizer
20
L30, 1_60, L70. LQO
Angles
21
LCE4
Postcap
22
LS30. LS50, LS70, LSOO
Skowatils Angles
23
LSCZ
Adjustable Stair Stringer Connector
24
LSSJ28LZ, LSSJ20RZ, I-SW2812, LSSJ28RZ, LSSJ21OLZ. LSW21ORZ
Field Adjustable Jack Hanger
25
LSSRI.81, LSSR2 1, LSSR2.37, LSSR2.56 LSSR210-2, LSSR41 0
Field Adjustable Slopeable/Skewable Hanger
26
LTP4,LTP5
Tie Plates
27
ML23Z, M1_24Z, ML282, ML28Z ML21OZ
Angles
28
MUH8
Root Tio-Dowin
29
MMHC
Hinged Root Connector
30
MMLU26, MMLU26-2, MMILU28, MMI MMLU210, MMLU1211, MMLU139, MMLU1311
Face -Mount Hangers
31
RBC RBCP
Root Boundary Clips
32
RST-3
RootTia-Down
33
RTC22Z, RTC42, RT02Z, RTC44
RtId Tie Connectors
34
STC STCT,DTC.HTC4
TruesClips
35
TJC37. TJC57
Truss Jack Clips
36
ZZ Z4, Z44
Panel Stiffener Clips
FL#1 0447-R5
Sea 0 Product Model, Nurn bar or Name
I AHEP
2 DSC2R-SDS3, DSC2L-SOS3. DSCSR-SOS3, DSC5L-SDS3
3 GBG
4 HCP1.81. HCP2, HCP4
5 HHRC2-2, HHRC42, HHRC42-2 HHRC4/1 81, HHRC44, HHRC5.2513.25. HHRC5.3713,12,
HHRC68
a HRO1 81, HRC22
7 URU26, LRU28, LRU210, LRU212
8 LSU28. LSSU28 LSSU210
9 TRE-4, TBE6
10 TC24. TC26. TC28
11 THA29, THA213, THA21 8, THA21 5.2, THA222-2, THA413, TKA418. THAC418, THA422.
THAC422 THA426. THA422-2, THA428-2
12 THAI 1 81122, THAl2 06M, THAl2 1122, THA1222, THA1322, THAJ3522, THA1422
13 THAL422, THAR422
14 THJA26. LTHJA20, LTHMA
15 THJM2-4-SDS3, THJM2-5-SOS3, THJU28, THJU28�W
16 TSBR2-24
17 VPA2, VPA25, VPA3, VPA35, VPA4
18 VTCR
MIER " Simpson Strong -Tie 2020 FBC Approved Products Updated 12rVA20
For direct Inks to all SST approvals listed below,
Far additional infan ation regarding Florida's Statewide Product Approval System and lillarn4)sdo County Notice of Acceptance (NOA). CLICK HER
FLA40466-R5
§210
I
BT, BTB. BTH
Brick Ties
2
CMST12, CI CMSTC18
Coiled Straps
3
CS14. CS16. CS`18, CS20. CS22
Coiled Straps
4
CSHP18, CSHP20
Coiled Straps
6
CTS218
Compression/Tension Strap
e
DSP,SSP,TSP
Stud to Plate be
7
HI. HIOA, H2.6A, HS. H6, H7Z His, H185, HIS-2, H16-2S
Hurricane Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
9
HS24
Hurricane Tie
10
HSS2SDSI 5, HSS2-2.SDS3, HSS2.3-SDS3, HSS4-SDS3
Heavy Stud Shoo
11
HST2. HST3, HST5. HSTO
Straight Straps
12
HTSIO.HT$20,KTS24,HTS28,HTS30.HTS30C
Heavy Twist Strap
13
HTSC11 5KTZ. HTSQ20KTZ
HeavyTvAstStrap
14
UFTA
Light Floor Tie Anchor
15
LSTA9. LSTA12. LSTA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36
Straight Straps
16
LSTI49, LST173
Straight Straps
17
LT82D, LTB40
Bridging
18
LTS12, LTS16, LTSIS, LTS20
LightTwistStrup
19
MGT
Medium Girder Tedown
20
MST27, MST37, MST48, MST60, MST72
Straight Straps
21
MSTA9, MSTA12 MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49
Straight Straps
22
MSTC28, MSTC40. MSTC52, MSTC66. MSTC78
Straight Straps
23
MSTC4893. MSTC8863
Pre -Bent Straps
24
MSTIX MST136, MSTI48, MSTISO, MST172
Straight Straps
25
MTS12, MTSIS, MTS18, MTS20, MTS24C, MTSW, MTS30C
Medium Twist Strap
28
NCA2x1O-12, NCA2xI2-12, NCA2x8-16, NCA200-18, NCA2x12-10
Bridging
27
RCWR12. RCWB14
Wall Bracing
28
RPS18, RPS22. RPS20
Repair Plate Strop
29
RSP4
Stud to Plate Connector
30
SPI. SP2, SP4. SP6, SP8
Stud Plate Tie
31
SPH4, SPH6, SPH8
Heavy Stud Plate Tie
32
SS1.5, SS2.5t SS3, SS4.5
Stud Shoo
33
ST9, ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST8215, ST6224. ST@236
Straight Straps
34
TB20. TB27, TB30. TB36, TB42, TB48. TB54, TS56 TBOO,
Tension Bridging
35
TWR10, TW612, TVVB14
Wall Bracing
36
VGT,VGTR,VGTL
Variable Proh Girder Tiodown
37
WSIOS. WBIOBC, WB12e, WBI28C, VVB143C
Wall Bracing
Prod uot Description
I
CBH2 376.5, C81`12.37x7.63, CBH2.37xg.75
Adjustable Hip -End Connector
2
DU, DHU, DH UTF series hangers
Drug Strud Connectors
Gable Mace Connector
Hip Corner Plate
3
HGV3.63-WS. HGU5.25-SDS, HGU5.50-SOS, HOU5.62-SOS, HGV7.00-SDS, HGU7.25.
Heavy Hip to Ridge Connectors
SOS, HGU9.00SDS
4
HGUS series hangers
Hip Ridge Connector
Rafter Hanger
5
HHGU5.25-SDS. HHGU5 50-SDS, HHGU5 62-SDS, HHGU7 OMIDS, HHGU7.25.SDS,
Light Slopeable/Skewable U Hanger
HHGUQ.00-SDS
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS21062, HHUS46, HHUS48. HHUS410, HHUS5.MIO,
TrussClip
HHUS7 25/10
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Adjustable Truss Hanger Sized for Wosills
Skewed Truss Hanger
Multiple Trust. Hangers
8
HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTV210-2
Multiple Truss Hangers
9
1 HUC series hangers
Truss Spacer -Restraint
Variable Pitch Connectors
Valley Truss Clip
10
HUCOI.81/9-SOS, HUCOI.81/11-SDS, HUCO210-2-SOS. HUCO210-3-SM, HUC03110-
SOS, HUC041 O-SOS, HUC0412-SDS, HUCOS.2519-SDa HUC05 25/11 -SDS. HU0061 0-
SDS. HU00612-SDS
Simpson Strong -Tie 2020 FBC Approved Products
Updated 125(M20
For diroot Inks to all SST approvals listed below. CLICK HERE
For additional information regarding FlordiVs Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOAJ,,Q�.
AJU
Product Model. Num ber or Name
Product Desiaription
I
HHUS210-3, HHUS210-4
Joist Hanger
2
HRSe, HRS8, HRS12
Strap Ties
3
HU00210-2-SDS, HU00210-3-SOS, HUCQ310-SOS
Joist Hanger
4
THGB2, THGB3, THGBH2, THGBH3: THGBH4
Joist Hanger
5
THGQ2-SDS3, THGC3-SOS4 5. THGQR2-SDS3. THGOH3-SDS4.5, THGOH4-SOSO
Joist Hanger
e
THOW3-3, THGW3-4, THOW4-3, THOW44
Joist Hanger
FL#11473-R5
0
Adag
Product Dowricytion
1
DETAL20
Double Embedded Truss Anchor
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
3
H18, HISS. H18-2 H18-2S
Hurricane Tie
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
5
HETAL12, HETAL18, HETAL20
Embedded Truss Anchor
6
HGAM10, HM9
Masonry retrofit connemm
7
HHETA16, HHETA20, HHETA24, HHETA4D
Heavy Embedded Truss Anchor
8
LGT2. _GT3-SDS2.5, LGT4-SDS3
GirderTiodown
9
LTA2
Lateral Truss Anchor
10
META12, META16, META18, META20, META24. METAAO
Embedded Truss Anchor
11
MSTAM24, MSTAWS, MSTCM40, MSTCM60
Strap Tie for Masonry
12
MTSMIO, MTSM20, HTSMI6, HTSM20
Twist Strap for Masonry
FL#i 14WR5
0
adt"
Prod uct Modal, Num bar or Name
Product Descrintion
I
DTT1Z
Dock Tension Tie
2
HD12, HD19
Bolted Holdowns
3
H03B. H05B, HD7B. HDgB
Bolted Holdowns
4
HTT4, HTTS, 14TTS-3/4
Tension Ties
6
LTTIP, LTT20B, LTT131
Light Tension Ties
FL#1 3626-RO
SULA Product Description
I SB&8x24, SB?/bx24, SB1x30 SI3 Anchor Bolts
2 SST81 6, SSTB20. SSTB24. SSTB28, SSTB34, SSTBX SST81 Si SST82OL, SSTB24L. SSTB Anchor Bob
SSTB28L
FL*i 3072-R4
Alit" Product Model, Number or Name
I CMSTI 2, CMSTI 4, CMSTC1 6, C51 4, CSIO, CS1 8� CS20, CS22
2 HRS6. HRS8, HRS12, FHAB. FHAQ, FHAl2, FHAIS FHA24. FHA30, MSTI26, MSTI38,
MST148: MSTI80, MST172, StMST27, SIMST37, SIMST48
3 HTS16,HTS20,HTS24,HTS28 HTS30,HTS30C
4 LSTA30, LSTA30, LSII LST173, MSTA9. MSTA12, MSTA15, MsTA18, MSTA21, MSTA24
5 LSTA9, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292. ST2122. ST2115, ST2215
6 LSUBH3.25, SUBH3.25, MSUBH3 25
7 LTP5
8 LTS12, LTS16, LTS18, LTS20
9 MSTA30. MSTA36. ST8215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52
10 MSTO68, MSTC78, STS236
11 MTS12, MTSIO. MTSI8. MTS20. MTS30, MT824C, MTS30C
12 S181.56. SIB1.811, S/B2.06. S1132.3T 862,58. S182.68, SIB3,12. SIB3.56. SIB3.62, SIB4.06,
S/B4.12. SfB4.28, S/134.75, SIB5,50
13 SIBA2.12ffl, SIBA2.12/10, S/BA2.121`12. SIBA2.12/14, VBA4.1818, SfBA4.18/10,
SIBA4,15/12, SIBA4.18/14
14 SIHIA
15 SIHOSS, StHO88, StHDIOS. SIHDIOB, SIHDISS, S1HD15B
16 S/HDU4, SINDUIS. S/HDUQ. S/HDU1 1
17 SIJCT, S/HJCT
Product Description
Called Straps
Straps 97 mil (12 g a)
Heavy Tvyst Straps
Straps 43 mil (18 go)
Straps 33 mil (20 go)
Brdging Connector
Lateral Tie Platte
Light Twist Straps
Steps 54 mil (10 go)
Steps e8 mil (14 go)
Medium Twist Straps
Top Flange Joist Hangers
Top Flange Joist Hangers
HurricaneTis
Holdowns
Holdowns
Joist Hangers
Product Dow ription
Concealed hangars
Face -mount (OU, DHU) and top -flange (DHUTF) hangers
available in widths ranging from 14/16'to 3-9116" arid heights
ranging from 9-1/8" to 23-15118".
Face -mount hangers
Face -mount hangers available In Wifths ranging from 1-518" to 7-
3M" and heights ranging from 5-5/1161c, 12-718"�
Face -mount hangers
Face -mount hangers
Skewed tace-fricurn hangers available in widths ranging from 3.
1/8" to 6-lffl" and heights ranging from 4-314" to 16-314".
Concealed flange version (HSURC, HSULC) available for all
double 2)(and 4X models: only acute flange A concealed
Face -mount hangers
Face -mount hangers available in widths ranging from 1-9116"to 7-
112" and heights ranging from 2-718"to 19-114". Concealed flange
version (HUC) available for all models having width equal to or
greater than 2-9/16".
Face -mount hangers
Simpson Strong -Tie 2020 F13C Approved Products Updated l2rJWM0
For chrool Inks to all SST approvals listed below, CLICK HERE.
For additional information regarding Florida's Statewide ProdictApproval System and Mandi-Dads County Notice otAcceptance
18
SILBVI.56, SILBVI.81. SILSV2.06, StLEV2.37, SILBV2.56. SILBV2.68, S/i_BV3.12,
Top Flange Joist Hangers
S"V3.56, S)LBV3.62. SILSV4.06, S/LBV4 12, S/LBV4.28, SIL BV4.76. S/LBV5 60
19
SfLTT20, SfDTT2Z, S/HTT14, HTT4. HTT5
Holdowns
20
S/MSTeO, SMT72
Straps 118 mil (110 go)
21
SP4, SPS
Stud Plate Ties
22
SSP: DSP, TSP
SW d Plato Ties
23
STC. DTC
TrussClip
24
TBD2*2
Truss Brace Diagonal
25
TJC37
Truss Jack Connector
FIL81 3904-RS
1W
Product Model, Num bar or Name
1 CCQM3 62-SDSHOG, CCQM4.62-SDSHD(31 CCQM5.50-SOSHDG. CCTQM3.62-SDSG,
OCTOM4 82-SDSG, CCTOMS.50-SDSG, CCCOM3.82-SDSG: CCCOM4�62-SDSG,
CCCOW,5Q_SOSG
2 ECCLOM3-62G4(T, ECCLOM4.62G.KT, ECCLOM5-50G-KT, ECCLLOMD3 02G-KT,
ECCLLQMD4.SM-KT, ECCLLOMD6.50(3-Kr. ECCLROM03.62G-KT, ECOLROMD4.820-
KT, ECCLROMD5.50G-KT
3 HGUM6.25r HGUMS.50, HGUMTOO, HGUW.25, HC3UM9 00
4 LGUM213w2. LGUM26-3, LGUM264, LGUM28-2. LGUM2", LGUM28-4, LGUM21D-2.
LCUM210-3. LGUM210-4, LGUM46. LGUM48. LGUM410
5 MBHA3.12/9 25, MBHA3.12111 25. MEHA3.5W 25, MBHA3.5619.25, MBHA3,56111.25
ME*4A3.56/11,88, MBHA3 56/14, MBHA3 56116, MBHA3,5811 8. MBHA5.6Of7.25,
MBIHA5.5019,25, MBHA5 50/11 25, MBHA5.50/11 88 MBHA5 50114, MBHA5 5018,
MBHA5.50118
6 MBHU3.5M.25, MBHUS.56/11.25, MBHU3.5&1 1.88. MBHU3.56/14, MBH U3.56MG,
MBHU3.56/18, MBHU5 5019 26, MBHU5 50111 25, MBHU5.5C/II 88 MBHU550114,
MBHU5.50/16. MSHU5.50118
FL#t3975-RO
8" Product Model, Numberor Name
I SDW22300, SDW22338, SOW22438, SDW22458. SOW22500. SDW22000, SOW22eW.
SDVM634
2 SDW0154W: SDWCI58O0
3 SDWH1Q3OODa SDWHIQ4OODB, SDWHI9SOODB. SDWH1QSOODB, SDWHIQiOOODB
4 SDWH27400G, SOWH278ODG, SDWH278ODG, SDWH271ODDG, SDWH2712DOG
5 SDWS16212, SOWS16300, SDWS16312, SDWS18400
a SDWS19600, SDWS19712, SOWS224OO.SDWS225OO SOWS2251Z SOWS229DO
SDW=800, SOWS-22900, SOM221 000, SDWS221 100. SDWS221200, SOWS221 500
7 SDWS223000B, SOWS224CODS. SDWS225OODS, SOWS225000B, SDW5'228OODB,
SDWSnIO0ODB
8 SDWS223120BS, SDWS22512OBB
9 SDWS2730OSS, SDWS274008S. SDWS275OOSS, SDWS276OOSS. SDWS278OOSS,
SDWS2710OOSS, SDVVS27120OSS
10 SDVVV13400
11 STN22
FI-81621,113-1113
ANI Eroduot Model. NuMber or Name
I AS 16, AS I &OZ. AS 1898
2 AS 2DHS
3 AS-20
4 ASHP
Product Description
Masonry Pier Caps
Masonry Pier Caps
Heavy Masonry Hangers
Masonry Beam Hangers
Masonry Top Flange Beam Hangers
Masonry Beam Hangers
Product Description
Strong-Orve SOW EWP-PLY and TRUSS -PLY Screws
Strong -Drive SDWC TRUSS Screw
Strong-Drivo SDWH TIMBER-HE)(Sorew
Strong -Drive SDWH TIMBER -HEX HOG Screw
Strong -Drive SOWS FRAMING Screw
Stong-Drive SOWS TIMBER Screw (Interior Grade)
Strong -Drive SOWS TIM13ER Screw (Exterior Grade)
Outdoor Accents Structural Wood Screw
Strong -Drive SOWS TIMBER SS Screw
Strong -Drive SDVVV SOLE -TO -RIM Screw
Outdoor Accents Hex -Head Washer
Product Dmirlotlon
18 go Truss Plates
20 go. High Strength Truss Plate
20 go. Truss Plate
Hinge Plata Connector
FL#I 5730-114
11
JMA uct Model. Number or.W= Product Description
1 Fr.HP Ad hesilya Anchor for concrete
2 GAC. GDP, GDPM-50, GDPM-75, GDPM-IOO, GDP$, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies
3 POPA, PDPA-K, POPA-MG, PDPAT, PDPATA PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies
PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4
4 SET-3G Adhesive Anchor for concrete
Simpson Strong -Tie 2020 FBC Approved Products
For direct Inks to all SST approvals listed below,
For additional information risoardino Florida's Statewide Prockicl ADDrovell System and 11,1111111-0
11 HUS; HUSC series hangers
12 IU S series hangers
13 LGU3.25-SDS, LGU3.63.SDS, LGUS 25-SDS
14 LU24, LU26, LU28, LU210
15 LUC26Z. LU021 02
16 LUS sores hangers
17 MGU3.e3-SDS. MGU6.26-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS
18 MIU series hangers
19 MUS26, MUS28
20 SUR, SUL SURC, SULO series hangers
21 U series hangers
FLAII M7-11116
AW
Product Model, Number or Name
1
SA series hangers
2
DGBIF series hangars
3
DGF series hangars
4
DGHF series hangers
5
EG5. EG7, EGg sores hangers
6
EGO "rim hangers
7
GLS series hangers
8
GLTV series hangers
9
H8 series hangers
10
HGLS $ories hangers
11
HGLT sores hangers
12
HGLTV series hangers
13
HIT series hangers
14
HUSTF series hangers
15
HUTF HUCTF series hangers
18 HWP series hangers
17 HWPH series hangers
18 ITS series hangers
19 JB series hangers
20 J13A series hangers
Updated 1
of
Face -mount hangers available In widths ranging from 1.518" to
f
9116" and heights ranging from 4.511 W'to 11
version (H USC) available for models haying width
greater than 3-9116"
N
Face -mount hangers available in Wdths ranging frig 718' t6
A�
Z:
5/8" and heights ranging from 9-1/4" to 16'
LJJ
Face -mount hangers
Face -mount hangers
11:0
C;6 C
12. 0
Face -mount hangers
CC C
a0 1:1
Face -mount hangers available in widths ranging from UA
rn UA
4-
4-
5/8" and heights ranging from 3"bo 10�15,lls`
-U
Faos-mount hangers
) -0 C-.2
In I.
Face -mount hangers available in wdths ranging from I.
CA co C.4
CC
W
118" and heights ranging from 6-15116"to 19-112',
W
3:
Face -mount hangers
Skewed face -mount hangers available in widths rangi gfro I-
9110" to 3-W16"and heights ranging from 3-1116 )1 4"
"101
W
Concealed flange version (SURC. SULC) available to 11
r 911
r
CC 0)
2X and 4X models; on ty acuts flargo is concealed
in
m
Face -mount hangers available in widths ranging fro 1-9/1
Wand heights ran g Ing from 2-5/8"to 11-114"
ZZ
CC
CIN.-
Top flange hangers available in vidthe ranging from 1-9/le"tc, 7-
1/8" and heights ranging from 7-118"to W',
Top flange hangers available in widths ranging from 3-5/8" to 7-
1/8" and heights ranging from 9-1/4" to 24".
Top flange hangers available in widths ranging from 1 -lrZ'lo 3-
518" and heights ranging from 7-114" to 24"
Top flange hangers available in widths ranging from 1-3/4" to 3-
5/8" and heights ranging from 9-114" to 24"
Top flange hangers available in widthe ranging from 5-1/4" to S.
7/8" and heights ranging from 11 - to 32-1rZ',
Top flange hangers available in widths ranging from 3-5ff'to 7-
114" and heights ranging from 11 .11*'to 37'
Saddle hangers available in vvidths ranging from 3-1/4" to 8-7/9'
and heights ranging from 8-112" to 28"_
Top flange hangers available in widths ranging from 3-1/4" to 7-
118" and heights ranging from 11" to 32"
Top flange hangers available in widths ranging from I -9/16"to 7-
112" and heights ranging from 8" to 3W
Saddle hangers avallable in wdths ranging from 5-114" to 8-718"
and heights ranging from 10-117'to 26'.
Top flange hangers available in widths ranging from 3-1/4" to 8-
718" and heights ranging from 7-ItZ'tc 32'
Top flange hangers available In widths ranging from 3-1/4" to 7-
1/8" and heights ranging from 14" to 33"
Top flange hangers available in widths ranging from 2-5116'bo 3-
9118" and heights ranging from 1&'to 26'
Top flangejcist hangers available in widths ranging from 3-1/8" to
3-9116'and heights ranging from 5-3/8" to 13-1/8"
Top flange hangers available in widths ranging from 1-9116'bD 5-
1/2"and heights ranging from 3-7/le" to 15" Concealed flange
version (HUCTF) available for all models having %-Aft equal to or
greater than 2-9/1 e,,.
Top flange hangers available in widths ranging from 1 -91161ci 7-
1/8" and heights ranging from 5-318"lo, 28"
Top flange hangers available in widtho ranging from 1-9116" to 7-
1/2" and heights ranging from 5-3/8"to 32'
Top flange hangers available in widths ranging from 1 -9110" to 3-
518" and heights ranging from 9-1/8"to 18"
Top flange hangers available in width of 1.9116'and heights
ranging from 5-3/8" to 7-14'
Top flange hangers available in width of 1-9116'and heights
ranging from 9-3116" to 13-1/8"
1MM Simpson Strong -Tie 2020 F13C Approved Products Updated 12r"MO
MMFor direct Inks to all SST approvals Isted below, CLICK HER
For a4diticnal Information regarding Flordo!s Statewide product Approval System and Mismi-Dado County Nodog of Acceptance INCA), &6&AW,
5
SET-XP
Adhesive Anchor for concrete
0
Strong -Bolt 2 (M2, ST824SS, STB2-OSS)
Strong -Bolt 2 Wedge Anchor for concrete available in carbon
steel and Types 304 and 316 stainless steel
7
Titan HD (THO-H, THO-HMG, THD-H4SS. THD-H8SS, THD-CS. THO-CSOM
Titan HE) Heavy Duty ScrewAnchor for concrete and masonry
available with hex head In carbon steel and Types 304 and 316
statinless steel. or with countersunk head in ciartion steel and
Type 316 stainless steel
8
Titan HO Rod Coupler (THD37634RC, TH050934RC)
Then HD Th readled Rod Coupler for concrete
9
Titan HD Threaded Rod Hanger (THD825158RH, THDB371 58RH, THD37212RH,
Titan HD Throoded Rod Hanger for concrete
THD50234RH. THDIO212RH)
10
Wedge -All (WA)
Wsdgs-All Anchor for masonry
FL#16230-RO
A2g.g Product Model, Numbaror Name
1 AT-XP
2 ET -HP
3 SET-XP
4 ftong-Boft 2 (STB2)
5 Titan 2 (TTN2)
6 Titan HD (THD-H4SS. THD-HOSS, THD-CS6SS)
7 Tirten Turbo (TNT)
FL#1693?-R3
§W Product Model. NuMber or Name
I X34BIO10-5K, XISIO16, XIS10184K, X01S1018, XQIBIOI8-4K
2 XLQI 1 4TI 224, XLQ1 1461224-2K
3 XM01 14SI '224, XMIQi 1481224-21K
4 X011481224, X0114BI224-2,5K X1 14SI224, X0112SI224, XCI 1281224-2K
5 XUMIOI6, XU34B1O16-5K
FLOM20-RO
finj Product Model, Numberor Name
1 DSSCI343.5 OSSCS46, DSSCM, DSHS
2 FC943.5. FC845 5, FCB47,5, FCB49,5. FCB411,5
3 FPHSDUS1016, FPHSD34B1O18. FPHSD3481016-5K. FPHSD34S1214,
FPHSD34B1214, FPHSD34B1214-5K
4 LSFC2.25, LSFC4.25, LSFCO.25, SFC2 25, SFC4 25. SFCO.25
6 LSSC4,25, LSSC8.26, SSC2,25, SSC4,26. SSC6,25, MSSCZ26, MSSC4 25 MSSC6.25,
MSSC4.25KW, MSSC6.25KW
6 RCKW3, RCKW5,5, RCKW7 5, RCKW3S; RCKW6.5S
7 808435, SCB45.5, 90647 5, SOB49 5, SCS41 1,5, MSCB45.5, MSCS47 5
8 SCS32-5197, SCS62-5/97, SCS02-6fl 18, SCS82-6/1 18
9 SCW3.25. SCW5_5
10 SJC8.25. SJC10.25, MSJC&25, M5JC10.25
11 SSS3518
12 XLSH3451414, XLSH7681414
13 XQ1S1O1 8. XQ1 B1016-4K, X01SI214 XQ181214-3.SK, XQ78S1224, X07881224�31<,
X0114S1 224, XQiI 481224-2.5K, XCI 12SI224, XQ112BI224-2K. )C3481016-SK
X1 81010. XI 8101 e4K, X11 S1 214, XI 81 214.3,5K
Product Description
AT-XP High -Strength Acrylic Adhesive tar concrete or masonry
ET -HP Epoxy Adhesive for masonry
SET-XP H igh-Strength Epoxy Adhesive for masonry
Strong -Bolt 2 Wedge Anchor for masonry
Titan 2 Screw Anchor for Concrete
Titan HD Heovy-Duty Screw Anchor for co ncreto available in 304
or 318 sts Inless steel with hex head. and 3`16 stainless steel win
oountersunk head.
Then Turbo Screw Anchor for concrete or masonry
Pmduct Description
910.18 Strong -Drive X Metal Self -Drilling, Topping Screws with 03
Drill Point
N12-24 Strong -Drive XL Large -Head Metal Saff-Drilling, Tapping
Screws with 06 Drill Point and Large Diameter Hex Washer Head
#12-24 Strong -Drive XM Mediurn-Head Metal Solf-Drilling,
Topping Screws with #5 Drill Point and Medium Diameter Hex
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6
Drill Point
#10-18 Strong-DrIve XU Metal Sol -Drilling, Topping Screws with
#1 Drill Point
Product Description
Bypass Framing Drift Strut Connector
Bypaor Framing Fixacl4lip Connector
#10-18 and #12-14 Strang -Drive rPHSO Framing4o-CFS Sell -
Drilling, Tapping Screws
Steel Framing Con riector
Stool Stud Connectors
Rigid Knee Wall Connector
Bypass Framing Slide -Clip Connector
Bypass Framing Con doctor
Head -of -Wall Slide -Clip Connector
Stool Joist Connectors
Bypass Framing Slide -Clip Strut Connector
#14-14 Strong -Drive XLSH Shouldered Solf-Drilling, Tapping
Sciews
#10-16 #12-14, and At 2�24 Strong-Orive X Metal Self -Drilling,
Tapping SCF&MA
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MIAW XUAW-DADECOUNTY PGT Industries, Inc. PGTIndustriesjuc. 2
C:)- C=
ram FRODUCTCO!N=OL SEMOS PGT Industries. Ltc. ct o 2
11805 SW 26 fteeLl Room 208 INOTICE OF ACCEPTANCE: EVEDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBIffrTED 0 (D cu -10
DEPARTIJENTOF ItEGULATORY AND ECONOIRC RESOVRCES WM) MinciL Flohcb 33175-2474
(D (D
Mk= AND CODE ADNONISTRATIONDWISID-4 T(M)31',52590 FC-ft)315-2599 NOTICE OF ACCEPTANCE: EVEDENCE SITB_M[ITTED C-) 4- Cn -t-
R
NOTICE OF ACCEPTANCE (NNOA) 1. Evidence submitted under previous NOA D. QUALITY ASS LTRANCE co Co -cu Cn
B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (KER)_ cz) 0 -0 .0
PGTIndintries,luc. A. DRA"TiGS
S. Testreporton 1) Air Infiltration Test. per FBC. TAS 202-94 (D
1070 Technology Drive, 1. Manufacturees die drawings and sections. cc CP
North Venice. FL 34275 (Submifted under.-VOA.,Yo. 11-01OZ 04) 2) Uniform Static Air Pressure Test. M FBC. TAS 202-94 E. 1LAXER14L CERMCATIONS 0 0 3r.
0 LL
SCOPE: 2. Drawing No..M2D-5570.0, titled IVinyl Sliding Glass Dom NOA (LMY', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1 . Notice ofAcceptance No. 1 ".528.14 issued to Vision Extrusim Ltmited for their 3:2 CD 0 CU
This NOA is being, issued under the apphcable rules and regulations governing the use of construction materials. Mw through 21 of 2 1, prepared by manu6cturer. dated 10,05/15. with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 -Mikite Rigid PVC Exterior Extrusions for Wndows and D oors7. dated 08113/ .01 =-.r- 0 >
Cn
-0 E 2
docunientatton submitted has been reviewed and accepted by Nfismi-Dade CounlyRER -Product Control Section to 04iW17, signed and sealed by A. Lynn Miliff- P.E. 5) Cyclic Wind Presme Loadingpff FBC, TAS 203-94 cq** on 0930A9. CZ CD
2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusim Limited for ther -S Cn U) CL
A co CU
be wed mbfiassuDade County aW odwareaswhere allowed by die Authosity Hav4 huisdactux (AM. 6) Foiced Ewly Test, per FBC. TAS 202-94 1-02 40
cc
This NOA shall not be valid after the exForafton date stated below. The Mmmi-Dade County Product Control Secim C
-up drawings and installation di of vmyl sliding glass door, prepared 1000 Tan 202 and lighter Shades i�NonWhit*) Rigid PVC Exterior Extrasions for U)
B. TESTS along with marked
(In Kianu Dade County) andlorthe AW (in areas o1her Ilan Miami Dade Cmwy) reserve the right to have this I - Test report on 1) Uniform Static Air Press= Test, per FBC_ TAS 202-94 by Fenestration Testing Lab. Inc., Test Report No- FTL 8.1,49. dated I IW!l 5, signed and W mdows and Doors". dated I 21108e'l 6. expiring on 1129i2 I
product or ma*rial tested for quality asuranceputposes. If this product or material fails to perform in the accepted
2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega. P. E_ (rest repat revised on 110415 and 02/1116) 3. Notice of Acceptance No. 1-"528.15 issued to Vision F-vtrusion Limited for their
manner, the matrafictuzer will incurthe expeuse of such testing and the AHJ may immediatelym, oke. mo dify, o r 3) Cyclic Wind Premm Loading per FBC, TAS 203-94 'Brown Coated (Painted or Laminated) White Rigid PVC Extetior Extrusions for
suspend the . use of such product or material within iheir jurisdwton. RER reserves the right to revoke this 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94
acceptance- if it is determined byNfiami-Da& County Product Control Section that this ptoduct ormaterial fails to along with mailoed-up drawings and installation diagram of vinyl shdmg glass door, prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 WIndows and Doors", dated 08113�1 5. expiring on 09,130d9.
I by Fenestration Testing Lab, Inc., Test Report No. FTL 8717. dated Vv'074 5, signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4. Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA,
meet the requirements of the applicable budding code -
This product is aplxoved as described hesein and has been designed to comply with the Florida Building Code. sealed by Idalmis Ortega. P_ E_ (Test report revised on OZ�l 516 and 02,2446) 4) Large Missile Impact Tea per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid FVC Exterior
I Extrusions for W indows and Doors" dated 0915.116- expiring on 01-04121.
Test report on 1).Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Prmw Loading per FBC_ TAS 203-94
including the 11igh Velocity Hurricane Zbne� 2) Unifarm Static Air Pmswe Test. per FBC, TAS 202-94 5. Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA,
DESCRIMON: Series "557V_ 770" Vinyl Sliding Gla ss Door (Reinforced) w/wo 900 & 10 corners-L3U. along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared
3)Water Resistance Test, per FBC, TAS '102-94- by Fenestration Testing Lab- Inc., Test Report No. FTL 9552, dated L 11WI 5, signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
MTROVAL DOCIMENT- DrawingNo. _MD-5.470.0 Rev B, fided "Vinyl Sliding Glass Door NOA (M".:shees
I through 21 of 2 1. preparedby manufacturer. dated l0i05A 5 and last revised on 01101;121. signed and sealed by 4) Large Missile Impact Test per FBC. TAS 20 1-94 sealed by Idaltnis Ortega, P. E_ (rest repoit revised on 024R,2_016) Extrusions for Windows and Doors" dated 09/15116- expiring on 04/l&20.
5) Cyclic Wind Pammare Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test.
A. Lynn Miller, P-E.. bearing the Nhami-Dade CountyProduct Control Re%isioa stamp with the Notice of . per FBC, TASM2-94 & Notice ofAcceptance No- 16-0712.03 issued to ENERGI Fenegrati011 Solut i0115 USA,
Acceptancenumber and expiration date by the Manu-Dide County Product Control Section 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "N%Ike Rigid PVC Exterior Extimsions for Windows and Doors"'dated
along with madmd-up drawirigs and installation diagram ofvmyl sliding glass door. paIxtred 3) Cyclic Wind Ptes=e Loading per FBC. TAS 203-94 081104 7. expiring on 0128118.
MISSELE WPACT R-ALTING: Large and Small1fissfle Lmpact Resistant by Fenestration Testing. Lab, Inc., Test Report No. FTL &1;46- dated I 1106-15- si �ned and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared
Limitations: L 7. Test reports No(s). I 0-W-492(A), 10-06-MO52 7. 535 75 3-09. per ASTrvl]E-84�
I . See table I (sheet 2) and table 2 (sheet 1) for applicable SGD unit sizes- design pmsures. reinforcements types- sealed by Idalmis Ortega, P_ E. (17est report revised on OliO4iM and 02111,02016) by Fenestration Testing Lab. Inc., Test Report No. FTL "38 (iamples A-1 thru A-22), dated ASTNID1929 and ASIND-635, issued by EXOVA toVisim Eunr-ion for cellulosic
3. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 11 /19/10, signed and sealed by Jorge A_ C auso, P. E - (Subw Ned an der X0_4 X6. 11 - composite matenal
glass rypes, sill met (see tablesB-1 & B-2,sheets 7-8) and anchor layout sheets requirements in 11 thru 16.
2) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 0107.04) (Suhnibled under NVA X6. 11-0107 04)
2 Rigid White PVC. Tan (Non -white) Rigid PVC and Brown coated (Painted or In-ated) white Rigid PVC to be
labeled per referenced NOA's requireumts. 3) Water Resistance Test. per FBC, TAS 202-94 9 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 & Notice of Acceptance No. 14-0916.11 issued to Kiumay America., Inc- for their
3. Egress operable doors must comply with min clear width or heigtit per FBC requirement as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Ptessure Test, per FBC, TAS 202-94 -SentruGlast (Clear and NlUe) Interlaver". expiring on 07iO4/1 8.
4. Pocket walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Pmsme Loading per F3C_ TAS 203-94 9. Notice ofAcceptance No. 16-1117.01 issucil to Kuraray
3) Water Resistance Test, per FBC, TAS 202-94. . America, Inc. forth&
L.AZELLNG: Each unit shalt bear a pennanent label with the m cturer's name or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile InVact Test per FBC, TAS 201-94 Ultraclear. Clear and Color PVB lnterlayers7, expiring on OT081 9.
following statememt-.1diatni-Dade County Product Control Approved", noted herein. along with marked -up dom ings and mstallzttoa diagram, oftinyl sliding gbm door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
RU�'EWAL of this NOA shall be considered after a revewal application has been filed and there has beenno by Fenestration Testing Lab, Inc.. Test Report No. FTL 91.547, dated 12,104-115, signed and 6) Forced Entry Tev,. per FBC_ TAS 202-94 F. STATEMENTS
change in 1he applicablebuildizig codenegatively affecting the petIcanance of this product- sealed by Id2hnis Ortega, P. E. (Test report revised on 0:1115116) along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared I . Statement Letter of conformance with FBC-5A Edition (2014) and FBC-dtk Edition
4. Test report on I)Air Infiltration Test. per FBC_ TAS 202-94 (2017), issued by manufacturer, dated OW140, signed & sealed by Lynn Miller. P�E_
TERAW�ATIO-Nofthis NOAwilt occur afterthe expiration date or if thete has been a revision or change in the by Fenestration Testing Lab, Inc-, Test Report No- FTL 6337 (samples A-1 thru A-5). dated 1- -tter of no financial interest. dated 04/1 & 17. issued by m2mifactuirr- signed
2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 - Statement le
materials. use, and'or macufkture ofthe product orprocess. Nfisuse ofthis NOA as aneadorsemetit of any product., 12,106,40. signed and sealed by Jorge A. Cam, P. E. (Submiffed underAWAX6. 11-
forsales. advertising or any otherpuqmesshaUautonnucal�v*nnwa*diis NOA.Failureto complywithany 3) Water Resistance Test. per FBC. TAS 202-94 010 7. OR) & sealed by Lynn Miller. P.E.
wtion of this NOA shall be c muse for terminafion and remm-al ofNOA. 4) Luge Mmsile Impmet Teo per FBC, TAS 201-94 3. Letter of lab compliance. part of the above test reports
Z
4. RER. Test Proposal No. 17-0387, dated OS05�1 7. signed by Ishaq Clianda- P.E.
ADVERTISE-ME-N-T: Tlie N OA number prec eded by the wo rds Nhasni-Da de C muty. Florida. and fo llowed by th e 5) Cyclic W ind Pressure Loading per FBC. TAS 203-94 C. CALCULATIONS
expiration date maybe displayed in ad-vwfising literature- If anyportionof the NOAn displayed. then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 L Anchor verification calculations and structural analysis. complying with FBC-2014, G. OTHER
done in its entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door- prepared prepared by PGT, dated 1 /094 5and Lul rmised on 01151167 signed and sealed by
LN SPECT10'.X: A copyof this entire NOA shall beprovided to the usff by the mamActuter or its distributors and by Fenestration Testing Lab, Inc., Test Report No. FTL WU_ dated 12,.'04/15- siglied and AnthonyL milier. P.E. 1. Notice of Acceptance No. 15-1210,01, ismed to PGT Industries, for their Series
(Submifted under JYOA Xe. 154210. 01).
shall be available for inspectim at thejob site at the n-qmt of the Building Official. sealed by Idalmis Ortega, P. E. (Test report revised m OL0416 and QA146). 2, Glaztgcowpbes with ASTIvIE-1300-0. 1557 012770" N'invi Sliding GLass Door (Reinforced) - WMI'l- cqming on 04/14�21
Thi;%N0A revises & renews -N-OA420-0429.05 and consists of thispage I and e-Mence pages E-1. E-2- E-3. E-4,
E-5 & E-6 as well as appro-ml document nx4tioned above-
hhaq L Clunkda, PJE, Isha q L Chanda, P.E. Ishaq L Ckanda, PEI
'Me wbinitted documentation was mriewed by Ishaq L Cbanda, P.E. Product Control Unit suporrisor Product Control Usit $apervisor Product Control Unit Suparriser
IN10A NO. 21-01.09.03 TN'Ojk 2N*. 21-0209-03 Nolk N.o. .1 1-0 2 OS.03 NOA.No.'211-020.03
ExpiratianDatet Aprill.4,!026 ExpirationlInk. Aprill,4,2026 Expiration Dart- April,14,1024 Expirmfionl)3te: April 14,12026
Approval D*#*:Mxreh 2S, 2021 Approval Dato- March'25. 1.011 Aipproval Nt*z March 26,201.1 Approva I Nte: March !9, !021
P2Zt6 I E-1 E -2 E -3
PGT 1ndusttie!6 hK. CGI Windows and Doors, Inc. PGT Industries, Inc.
NOTICE OF ACCEPTAINCE: EVIDENCE S!UB-Nff rTED N01ICT OF ACCEPTAINCE., EN71DENCE SUBM[TTED NOTICE OF ACCIEPTAINCE: EVIDENCT S"Un'TE
2. Eildence Submitted under preirlons submittal E. MATERLAL CERTIFICATION'S (continue) 3. New Evidence Submitted
5. Quaum Part Sam- SRa,Ser Standard complying with ASTM C518 Thermal Conductivity
A. DRAX%T. iGS 0-881 BTU-inl br.-ftl--F, ASIM F l249WTRPass. ASIM D3985 OxygenPass� AS11, 4 E NGS
A. DRAWL
1. Drawing No. MD-5570.0 Rev B, titled'-VinyA Sliding Glass Door NOA W-, sheets 190 I.G - Durability -No Fog -Pass. (Submitmd under presious A70A.Vo. IM409. 05) 1. Draming No- NED--k,570.0 Re,%- B, titled "ViMi Sliding Glass Door NOA W'. sheets I
I tbrough 21 of 21, prepared by mamifacturer. dated 10,10515 and last re%ised on through 21 of 2 1. prepared by nmufamm. dated I OiD51 5 and last revised on 02/01,,2 L
04,22-20, signed and sealed by A- Lynn Miller, P-E. 6. Quanex Part Durase complying with ASTM C518 Thermal Conductivity =12 BTLT-in) signed and sealed by A. Lynn Miller, P.E.
hr_ft2-'F, ASTM F 1249 WVTR-Pass. ASTM D 1434 Argon Pemwance-Pass- ASTM E Note: This revision consists replacement of same existing installation screw with flat head.
B. TESTS 2189 I.G. Dumbility-No Fog, ASTM E 546 Dew Point Devekpment -20'OF in 48 lirs.
1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subm INd under.N"0.4 No. 15-0469.0 1). B. TESTS
2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7. Vision Extrustoms, Ltd- Parts complying with PVC-AANIA 303-13- Voluntary Specification
3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chlonde (PVC) Exted" Profiles for Vision ExWBwns� Ltd. -VEX- I by 1. None.
4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestrxion Extenor Profile Comfiration Progratil. (Stibmifted under jV0.4 No- 15- C CALCULATIONS
5) Cychc Wind Pressive Loading per FBC, TAS 203-94 0409.05) L None- E
along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8- Vision Extrasior& Ltd- Parts complying with PVC-AAMA 303-13
representative units listed below and tested to qualify Dow sil 791 and Dowsil 993 silicones. f.Subm iffed tinder IYO-4 No. 15-0-469.05) =3
prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9- PVCAAb1A 303-13, Voluntary Specification for Rigid Poly�ninyl Chloride (PVC) Exterior D. Qt%-kLrYY ASSILTRAINCE
Profiles for Vision Extrusictis, Ltd_VEX-1 by AAMA Fenestration. Exterior Prof 1. Mitami-Dade Department of Regulatory and Economic Resources (RER).
FTL-7997, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,0314 Caff"ion Program fle Z CD
FTL-20-2107.1. PGT SGD780 Alurnimitra. Sliding Glass Door (unit 7 in proposal) IFTL-20-
2107.2, PGT CA740 A lum Outswing Casement Window (unit 8 in pruposal) FTL-20- 10. Notice of Acceptance No- 19-1217.14 issued to Energi Fenestration Solution, USA. Inc. for E. 'ALkTERL43L CERTIFICATIONS
2107.3, PGT P%7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4- their -ran 3040 & fight shade (non -white) Whke Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No. 19-0305.02 issued to Karm-ay America, Inc. for their >
PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/220. all signed Windows and Doorif', a4*iag on 02,04,121. "Trosifoft, t1track-ar, Clear, and Color PVB Glass Interlayers-, expiring on 07,0&24. 0
and sealed by Idalmis Ortega. P_E� 11- Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, USA. Inc- for 7. Notice of Acceptance No. 17-080&02 issued to Kararay America, Inc. for their
CL
C. CALCULATION'S their se mi "White Rigid PVC Erjerior Extrusions for Windovrs and Deari_ cq4ing on "SentryGlasl (Clear and NXI&) Glass Interlavers"_ ex;w'Wi on 07/04.Q3_ > CL
02028-123- 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limdted for their "Brown
1. Anchor verification calculations and structural analysis. complying with FBC 7" 12. Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution. USA, Inc. for Coated (Pointed or Laminated)Wdre Rigid PVC Exterior Einvilons for Windows 0
Edition (2020), dated "22)'20, prepared by manufachirer- signed mid sealed by their 'Bronze & hot shade cap coated X%Ilte Rigid PVC Exterior E"-usion% for and Daors�' expking on 0930.�24. 6-4
0
Anthony Lynn Nfiller, P.E. Windows and Doors", expiring on 04,16,25. 4- Notice of Acceptance No. 18-1106.11 issued toViqion Extrusions Limited for th& series =:3
2. Glazinicomplieswith AST.ME1300-0.4,-09. -12 and -16. "'VE 1000 Tan 202 and lighter shades (Nion-111fte) Rigid Cellular PVC Exonlor _0
D. QUAL ITY AS SILMLN C E F. STATEMENTS Extrusions for Windows and Doors". expiring an 1 _129,2 1. 0
Miarai,Dade Department of Regulatory and Economic Resources (RER). 1. Statemerlt letter of conformance to IFBC 71% Edition (2020), dated 0422,20. issued by
m2nufamm, signed and suled byAnthotky Lynn Millm P.E. F. STATF31[ENTS
2. Statement letter of no firiancial interest and of independent, issued by manufacturer, dated 1. Statement letter of conformance to IFBC 71 Edition (2020). dated 02,01,21. issued by
E. '_%fATERLXL CERTEFICATIONNS I
1. Notice of Acceptance No. 19-030-4.02 issued to Kuraray America, Inc. for their 044 8/20, signed and sealed by Anthony Lynn Miller, P�E_ manufacturer. signed and sealed by.Anthony Lynn Miliff, P.E. Cl)
"Trosifolt, Ulti-aclear, Clear, and Color PA-B Glas�lnterlayer!f'_ expiring on 3. Private Labeling Agreetumt document beftreen PGT. dated 03,30JI5 and signed by all 2- Private Labeling Agreement dated 03,10&21 between. PGT Industries, Inc. and CGI CU
07%24. involved parties. Windows and Doors Inc.. signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of M
2. Notice of Acceptance No. 17-0803.02 issued to Kwwaray America, Inc. fortheir both companies.
6'sentryGlas,lt (Cllear and X11ifte) Glass Intertivers-'. expifing on 07/04/23. G. OTHERS
3- Notice of Acceptance No. 18-1106.10 ismied to'Vision, Extrusions Limited for- their 1. ThisNOAre-,!w, NO.A# 17-0420.06 (PW ivCGI) and updates to FBC2020 (7* Edition), G. OTHERS
"Brown Coated (Painted or Laminated) Wlike Rigid PVC Exterior Extrusions eViring 04?2li21_ 1. This NOA reiises & renews N0A# 20-0429.05 (PLA w/CGI),.expiriag 041W26. -0
for Windows and Doors-- expir* on 09/30;24, 2. RER Test proposals *19-1155 dated 011-10,Q0approved by Ishaql. Ch2nd2., RE. expiring 2. The cmmt associated PLA CGI file #21-020.4.01- expiring 04/14;26. L_
4. Notice of Acceptance No. IS-1106.11 issued to Vision Extrusions Limited for their 04114,2 1 CU
Uj
series "VE 1000 Tan 202 and lighter shades (.Non--Alite) Rigid Cellular PVC M
Exterior Extrusions for Windows and Doors". expiring on 12/2902 1. <
IsItaq L Clkanda, PJE, Ishaq L Chanda, P1. Z
hkaq 1. C%aadn, P.E. Product Control Unit fAperyisor Product Counral Unit Sup"Tisor Z
Product Control Unit Supwvizor X01A NO. 21-0206.03 '-%,CA No. 21-0.105.03 <
NOA No. 11-0109.03 Expiration Dato: April 14,2016 Expiration Dat*: April 14,2026 _j
ExpiratianDatet April 14,21026 ApprovallIate- Marck 2.4, 2021 Approval Date- March 25, .20.21 Q_
Approval Date: Marck !9, .10.11 E _4 1-6
E 4 SHEET NO.
March 6, 2023 PA 1.4
MIAM� MIAMI-DADE COUNTY
606whiGMEN PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (796) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamiJade.2ov/econom
Cast -Crete USA, LLC
6324 County Road 579
Seffner, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (in Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: (Cast -Crete) 4",6" & 12" High Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E., on January 22, 2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small M[Issile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
M HAM &,_4 k NOA No. 20-0630.15
OUN"
Expiration Date: 09/11/2023
L/I 7 Approval Date: 08120/2020
" 0 ?_ 0 Page I
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1.
prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing No. LT4612, titled
"Casi-Crele 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., dated March 24. 2003, last revision #1 dated April 28, 2003 both
drawings signed and sealed by Craig Parrino, P. E.
B. TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
sealed by Christopher A. Hamon, P. E.
C. CALCULATIONS
1. Calculafionsfor Casi-Crele Lintels, dated 05129103, 207pages, prepared by Craig
Parrino. P. E., signed and sealed by Craig Parrino, P. E.
z Calculations for Casl-Crele Linfels, dated 05129103, 140 pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P. E.
D. MATERIAL CERTIFICATION:
1. Quality System Manualfor Cast -Crete Machine Made Precast Linfels revised on May 1,
2002.
2. Cavt-Crete QualifySystem Manualfor Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1.
prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No. LT4612, filled
"Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
I . By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
ProeI;imy'A. Makar, P.E., M.S.
uc4tControl Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
E-1
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details " sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
March 22, 2012.
B. TESTS
1. None.
C. CALCULATIONS
I . None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment, and Regulato?y Affairs.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed
by Craig Parrino. P.E., certifying compliance with the Florida Building Code, 2010
Edition.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
� dL4�,=
_��eluiy A. Makar, P.E., M.S.
Pr (ruct Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08n0/2020
E-2
Cast -Crete USA, LLC
5.
A.
B.
C.
D.
E.
F.
9". e��
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
'AS;
,
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903dS
C�
C�
C,> C-A
DRAWINGS
"Precast eoff
% - g
I Drawing No. FD4612, titled and Prestressed Lintel Details"
V;
1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6'; & 12
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112 1
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
TESTS
1. None.
CALCULATIONS
1. Calculationsfor Casi-Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
prepared by Craig Parrino, P. E, signed and sealed by Craig Parrino, A E.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. None.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
A. DRAWINGS
1. None.
B. TESTS
1. None,
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Compliance Leiter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
6��,Uefmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
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Cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. None.
1. None.
B. TESTS
B. TESTS
1. Mone.
1. None.
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. None.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade Counry Department of Regulatory and Economic Resources (RER).
1. By Miami -Dade County Department of Regulalo?y and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
_60
1. None.
1. None.
(1)
F. OTHER
F. OTHER
(1)
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
U)
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building C ode, 2020 Edition, issued by Cast-
co
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E.
0
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
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1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
0—
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1
0
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through 3 qf 3, prepared by Craig Parrino, A E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on
January 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
—0
F. OTHER
1. Article of Conversionfor a name change.
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C;,tielmy A. Makar, P.E., M.S.
0/ Helmy A. Makar, P.E., M.S.
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Product Control Section Supervisor
Product Control Section Supervisor
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NOA No. 20-0630.15
NOA No. 20-0630.15
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Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
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Approval Date: 08120/2020
Approval Date: 08/20/2020
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March 6, 2023
SHEET NO.
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TILLIT TESTING & ENGINEERING COMPANY
__ —
2Z_WT REPORTS:
Large missile Impact and fatigue load tests were performed under Protocols TAS
S. MATERIAL CHARACTERWICS AND - - PECIFICATIONS:
Shall be strictly In accordance with General Notes and Componerds indicated on
TILLIT TESTING & IINGINEgAING CnP4P I MY
__ __ __ -------. -..----
2N2_7JT_REMT%
Large missile Impact load tests were performed under SSTO 12-DO standard as
WAITRR A.TILLfT, JIL, ?Is. tiltic
J.0 �2t.co
201, 203 as per sectlon 1626 of the Florida Building Code. Uniform static loads
sheet 1. 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
W=illt.A. M�JT. TK, PZ fillecuC440I.Coal
PRODUCT EVALUATION RE FIA' 1,I.-N ALU67
per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
ILL C A U.- W 00061 19
=
as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
No.20-176. Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of
IL1.e,.L-.�,;X1I9
Section 1709.8.3, per ASTM E-330. Test reports prepared byAmodcan Testing
Testing. Inc., Reports # 96-669 dated 08/09/1 996, #W570 dated 0911 8/1996,
26, of Product Evaluation Document (P.E.D.), drawing No. 20-17&
Lob of South Florida, Report # 0814-01 -01 dated 03111102 witnessed by William
PRODUCT EVALUATION REPORT
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
REPORT NO.: 20-0727.02
R. Mohner, P.E., Bortz Maroz, P.E. and Henry Hattem, P.E. and Report No.
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and
0219.01-09, dated February 26, 2009, signed and sealed by Edrrundo
0 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS ANDL-CONDITION11 OEALSE,
DATE: July 27,2020
Largesapeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada.
loadings per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida
REPORT NO.: 20-0728.01
P.E. and Henry Haftem. P.E.
7.1. Shall be strictly In compliance with General Notes No. 1. 8 thru 14, indicated
PRODUCT CATEGORY: Shutters
Building Code. Test Report prepared by AmeMcon Tesfing Lab of South Florida,
DATE: July 28, 2020
on sheet I of 25, as well as General Notes # 11 thru 4 and 1 1 thru I 6, Indicated
Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jullo E.
Tensile test report No. PCM-1 97 by QC Metallurgical, Inc,. dated March 13, 2OD9.
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT SUB -CATEGORY: Storin Panels
Gonzalez, P.E.
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate. P.E.
prepared by TIltaGo, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
Tensile teat report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2009,
PRODUCT SUWCATEOORY, Storm Panels
2"TRUCTURALL ENGINEERIN CALCULATCHL,
,
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
PANEL
signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on section 1620.2 of Me Florida Building Code.
per CIC Metallurgical Report No. I OKM-1 318, doted December 1, 201 0 signed
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind bad, as well as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: Global ProtaclJoin Pxaducts,=
and sealed by Jerry Jaclofanor P.E. as per ASTM E-8.
MANUFACTURER: Global Prichiction PmducblLQ
length based on ratfon2l and comparative analysis. and In accordance with
section meof the Florida Building Code. Calculations prepared by Tillow, Inc.,
7.3. Product shell only be Installed Into poured concrete, concrete block, and
wood frame structures.
4800 S.W. 51 Street
Davis. Florida 33314
2.3-81I.WMEAL ENGINEERING CALC9LVJ=-
4800 S.W. 61 Strelat
dated I 1 103108 arid 03/12115, signed and sealed by Walter A. Til lit, J r., P E.
On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design
Davis, FloOda33314
wind load, as well as maximum anchor spacing vs. design wind load and panel
1. PURPOSE OF EVALUATION:
3. MISSILE IMPACT RESIUANCE:
Product Evaluation Report prepared by Waiter A. Tillit, Jr.. P.E. (Florida License
1. PURPOSE OF EVALUATION:
length based on rational and comparative analysis, and in accordance with
This is a Product Evaluation Report issued by Waker A. Tillit, Jr., P.E. (System
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44167), President of Tilleco, Inc. (Florida CA-0006719).
This is a Product Evaluation Report Issued by Wafter A. 71111t Jr., P.E. (System
section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo,
Inc., dated 1211 0/10 and 08/27/13 (for this revision), signed and sealed by Walter
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
ID All 1906) to the Global Protection Products, LLC, Rule Chapter No.
A Tillit, Jr., P.E.
6 i 020-3, Method I D of the Florida Department of Suet nose and
C WIND LOADS RMSIANCL-
vIIIIII011#01111", 14,
,4,�� Ilk, T/Q/, 0 �
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ge �
61 G20-3, Method I D of the Florida Department of Business and
Professional Regulaltion.
Proliessforital Regulation.
- .
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
.. ........
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3. MISSILE IMPACT REWTA
. NCE:
Large
This product Is being Issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
16, 26 28
. .. 1.
1. . I I
_-,:�2�� 44167 I-
I
This produpt Is being Issued an Evaluation Report as described herein, and has
missile Impact under section 1609.1.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
been verified for compliance In accordance with the 2020 Seventh Edition of the
19, 25 and of of Product Evaluation Document (P. E.D.), drawing No.
_7:7�_ � . -,-. . =
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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
20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 1 1,
I -- - -��!,
:
71 4 ��-*�r _A%-�-, STATE OF
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Florida Building Code, and to verify that the product Is for the purpose Intended
at least equivalent to that required by the Code.
14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document 4P.E.D.),
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at least equivalent to that required by the Code.
4. WIND LOADS RESISIANGF.;
This Product Evaluation Report shall be subject to review and revision In case of
drawing No. 20-176.
INSTALLATIONo
, ........ R110 I.,
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NA�,,
1101011111110111
This Product Evaluation Report shall be subject to review and revision In case of
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 1 0, 1 1,
a Building Code change that may affect Its lImItabons and conditions
5.
Installation shall be performed strictly in accordance with details indicated on
a Building Code change that may affect Ila limitations wild conditions
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
2. E14DENCE SUBMIT TEM-
sheets 3 thru 7, 10 thru 20, 23I, 24 and 28 of 26, of Product Evaluation Document
WAT�LL
D7� TILTECOADMON RECORDS 1P. E. REPORT20 kOLOBAL PROTECTION PRODUCTS. LLC t 20 GA43E
2. EVIDENCE SUSMITLTED1
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.
2.1. PRODUCT EYALUATION DOCUMENT (F&AA�
"20
(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
GALVANOM STEEL STORM PANEL% DRWO*2O-11I1%R5PQRT 012"720,01
2.tYRQRUGIZYALUAPDA=UMENTAP".).:
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
Drawing No. 20-176, trded "GE GALVANIZED STEEL STORM PANEL",
sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
(P.E.D.), drawing No. 20-176.
Drawing No. 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard.
Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part , I I Is
Evaluation Report, 0,%LTRA fit
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Tillit, Jr., P.E., dated 0712712020. This drawing is an ints
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6355 N.W 36th Street Suite 305, Miaral, Florida 33166 - Pb=: (306) 871-1530 - I I
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GMERAL NOTES.
C4%ajmt-m-� IM ftMAD
I STORM PANEL SHOWILI 7WO t PRODUCT EVALUATION DOCUMEN1 (PE.02 HAS Sam VERIFIED FOR COMPUAL,tt IN
ACCORDANCE Ifam THE AFT EDITION) OF OIL FIORIOA BUILDING ODE
DESIGN WIND LOADS SHALL BE DrIEFIANNED AS PEA SFCnOM 161FOOF THE ABOVE M0001103 COX,
NOR A WWO SPEED AS FICOUTIL1.0 BY TFK JURISOCTION WWW THESE SHUTTEFS, WILL PC I 11 AND
FOR A DMCCTKNA'Ty FACTOR Kd-O.Ob USING ASCI 7-16 AMD SMAIL NOT EXCEED IMF = A,So)
DESIGN PRESSURE RATINGS INDICATED ON SKIETS I TIM 12, 14. 15. it, 19 AL 20
N OROM TO VERIL T141 ABOVE CONOTTION. ULTMATE OrSIGN WOO LOAM Or"MINED PER ASCE 7-16
SHALL. K nFIST REDUCED 10 AS 0 OLSION "NO LOADS BY MULMILLYNO THEM BY 0 6 IN DRIVER TO
COMPARE DIM W/ MAX (ASO) DESIGN FNIIFSSLARF RATINGS INDICATED ON SHEETS I THRU, 12. $4, 15, 14, Is A 20
IN ORDER 10 VERIFY THAI ANCHM ON THIS P ED AS TESTED WERE NOT OVER STRESSED. A 33% IFILMASE A AJOWAFILA
SMSS FOR WIND LOA05 WAS MI USED IN THOP ANALYSIS FASTENERS SPACW. 10 WOOD HAS W(N D17ERWWD IN
ACCORDANCE WITH MD.& 2018.
STOW PAMI'S AOILUUACT FOR IMPACT AND WIND REWANCE HAS RUN 440'" IN ACCORDANCE *rW SECTION 1526 Of
THE ADM MEMIFOWD COOF AS POF HURRICANE ENOMCERWC a TCSIIFKT INC REPORTS 96-509. 96-570 a 96--T49 AND
FEWS`RATFD4 TESFIK LAS K , AICPOWTS #12032 III 02124 . AS PROTOCOLS TAS-701. TAS-202 AND TAS -"%
AS TRtU AS AMERICAN ITW LAB Of SOUTH FLORIDA ftDFGW`I 00219,01-09, AS PER ?AS 201. TAS 207 AND
CAS 703 %1ANDARDS
2 ALL ALUWNUM EXTRUSIONS re, BE 6065-16 ALLOY AND TEMPER (UNLESS OtWIN013% NOTED) SEE %.Hrr 2
I ALL ALUMINUM SHEET METAL USLO AT CLO-AMES ��Atj HAVE 1tO5-HI4 ALLOY
4 ALL STEEL SHEET MLIAL PAWLS SHALL HAVE "�A)rYVNAL QUALLIer STEEL ASTIM A-65� CRAIDE 50 w,omtw. G-W
GALVANIZED STEEL DESIGNATION W/rY- V_ 5 ,.I IALFTIER ROLLED)
5 At SCREW`% ITT of STMAIM STEEL 30. OR 310 ANSI SLRAS OR CORROSION RESISTANT COAWD CARBON SIELL AS PER
rANI 5001a w/ SO NIL INTO STRENGTH W 90 FAT nNISILLE STRENUTH 4% 34N. L COMPLY W/ FLORDA BUILDING CCCT
SfCnON 2. " !IL3'
6 WLTS TO K ASTM A-307 GALVAJ*Z0 5rC[L. 09 ANI 304 $qobil, ViANINKLU SIEEL. WITH 30 FALL MINLIALIM ,,LrLUD
STRENGTH
4 ANCKYRS, TO WALL INALL BE AS �OUCAVS
(A) MX=IMG�JWF=_CQ40M
- - ,/!'# TAPCON ANCHOF-I AS MAKILLIF ACTURED 01 I 7 W QNJILPEN. INC (MLL, C, - 312W P-)
,,4 IN - 7/ " CA" -IN ANCHOWs, AS MANUALACTLIFIff, BY DEWALt tNC (MIN I'v-3000 ILL.-.)
- 1/4-IN . 3/4!SOLID-SET ANYHORS. AS NSTRiBVIED BY ALL POINI SCREW, WILT A, SP(CALFY CA
(NIF "C'30M PL.1)
- il 14- I 0 PAIIELMATI FEMALI FO & PANCIMATI PIUS ANCHORS. AS MANUFACTURED By EICIO ComstRUCTION, PRODUCTS
(MIN 1".33W P-)
- 1/4 � 0 Cr TAP -GRIP ANCHORS. Ov, MILLNULFINOLRED BY TRV-FA57 CORPORATION ('1-3640 PILL)
A 1) No TMUW MKLWNT Of TAFICON ANCIVIRS INTO POORED CONCRETE $MALI RL I 3/4"L 2' 'OR "ANIfLUNTF FIUME
ON= PANCIMALrE PLUS AND 1 1/4- " CF IAP-GHIP ANCHORS
&2) CAIX-01 # SOUD-SE! ANCHORS �., K EMBEDDED I/W ATo THE POUPED CWArM NO LWKDKNI INTO
STUCCO SHALL K PERMITICID I , 4' 0-20 VWWS USED SHALL BE 1 1/2' LONG OA04WAJM SHOULD STUCCO EXIST,
LIM I. NPLAMON FDA WALLS VILITT, MO STUCCO. AM MAY Or HFAMV SLIVI OR N.L THREADED SCRIEWS �/U -11AD
*JIM MW
BUT � Mtn
A 3! FLIT CASE PJAT. FNLMT SrONL INKC411 MKILIVE PARRS. PAVERS. S7VCCQ OR WOOD BOWS K FOUND ON T,#
EMSPNIX WALL OR FLOOR. ANC� SHALL FIE LOW. ENOUGH TO REACH 'THE MAN STRUCTURE BEHIND SUCH
PO4US "Nokia SMALL HE AS MENTIONED LIN A 1) AND 44 A 2)
(11) !DlfxfstM CONCRETE &.QQft_WAU._A11N.Q�2Q
/4 T IN RLALOEX. INC
_ I 4: : TAKVN ANCHORS AS MANUFACTURED BY I
/ , 7/9' CALk-N ANCHORS� NIL MANVNACTVKr UY UC*AL1 INC (MIN e-1.500 p-)
. I/* .. TI 3/4' Sato SET AMCHOLRS. AS Cie-TRIOUTIO By ALL POINT. .%CREW, boo a sPEr,iAtry to
(MIN I. F-1800 ..j.)
. 1144- ,,, PANU.MiAtt FEMNI ID AND PANTILMATt PLUS k4CNM. AS 4040FACTURED FIT ELCO Comrwurf,om
PRJOUCTS (M. V?071 9,�) ,,,
I /4* 0 % LAP-GRYP ANCHORS. Ab MAhUFAC"ED BY TRU-FASI �OFNIQAATILFI I
.
0 Ii MINIMUM DADEDMIENIT OF TAINCON ANCNOR',. ELCO PANUMATTS AND Cr TAP-60P ANCHOR. INto 114 . . .. .
..
wocv LIMIT SNAI K I 1/4- -701: I 'IN
Q?J CALK-Jh & SOUD-SET ANCHORS SHALL BE I-ILASEWCO I/r $%'TO THE CONCRETE [KOCK UNIT N *
INTO STUCCO 96&�L OF FFfbArTtV '14- 0-20 SCft� USED SHALL 81 1 0" LONG MINIMUM �_117_
EXIST. AND 1� MMWW FOR WALLS Ai� 40 STUCCO .q-. I
8 3) IN CASE FHAT PRECAST SIONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOANOS K LYCift ON THE
EXISTING WALL. AFIC"M SHALL K LONG DMIXTIGH 10 OLIMCF, 1.4 MAIN EIRLICIONE BEHIND SUCH PAAELS
ANCHORAGE SHALL BE AS MENTIONED IN 0 I) AND IN 5,1).
�C) TO.-Dulma.1sm �Elft SpLar.. L.Amn- � �=I_Wit�
1/4'0 TAPCON AWPORS, AS MARIONACTURED BY I I IN BUKDrX. INC
- #14-10 PAINEUNATIE FOLAILL 10 LUNT PAWINATIF PLUS ANCHORS AS MANUFACTURED Err IUCO CONSTRUCTION PRODUCTS
- 1/4*0 LAC SCRIM PDT FIGS,
- 7/"I'. 1 5/5' WWO BUSHING. AS visiltaL O, MI 'Jim SCOEIN BOLT 6 SPECwn CO
C 1) WFLIANUILLI "CADLV PENEIRAION WOO 40M Of TAPCOM ANCHORS SMALL WE , ip� ANC, 2* FOR &CO PANQUALTE PLLTS
AND PAWIIANE FINIALS to
r. 2) MWMJM NREADED PENCIPAt" Or LAC SCHEIN, ATO 14C WOOD FRAME UNIT SHALL BE - 1/2' W I-PEADED
PENETFAIIFON INTO STUCCO SMAL_ Of CONSIDERED AS PAM Of IFIR REOLiPMED "CADED PENETRATION
C 11) MINIMUM [DO[ DISTAW1 OF LAC SCRIEWS. INTO WOOD SMALL BE AS flNOLC&Tt`) IN �. DRAWING
C 4) MMMIM PENIETRATION Of *ODD FLUSHAIG %NALL BE i/8' 1/44 9-20 SCFM USED SHALL 10 I 1/7* LONG �OULIM
SHOULD STUCCO COST AMID I* MINIMUM RINI WALLS WITH No STUCCO
C 5) A rk-F THAT PRECAST STOW. OR PRECAST CONCILICIT PANE,$, STUCCO OR WDOO BOARDS K rOkM ON THE EXISTING
WAL� 4400ORS SmAu BE LONG ENOUGH To REACII ?P1 MAIN STRUCIURE &D,110) SUCH PANELS
ANCHORAGE SHALL * A$ MINTPOWD IN C I I C Z) IN C 4)
(I)) ANCHOW SHA� RE IkSTAL(I'D FOU.MW ALL Of THE RLOOMMINOATFO�S AMID VECTIT0001NONS or THE A,CWDR1S NANLFACTUPTLF,
6 PAMVLS MAY ALSO Or INSTALLED HORIZONTALLY FOLLOWNIG INSTALLATION DETAILS $FLOWN ON !VLCDOM 3 n4ROLIGF. 30. ($HEETS A
THROUGH b) fACM THAI MCADERS CA Q SMALL NOT BE VSF.D
9 17 SNAU K 14 RE~104,ITY Of THE CONIRACTOR TO VERIFY THE SOLINOWTS, Of TNI STRUCTURE WHERE SHUTTIOR IS TO K
ATTACI" TO INSURF PROPER ANCHORAGE THIS SHUTTER SHALL UNIT BE ATTACHED to 00FIC01"t BLMX ON WOOD FIVA"t
FANIC'Mm
'O CAC4 REGULAR STORM PANEL With LENGUTS OVER 6-8 T401OUGH 12' 4'. AS PER SECTIONS 0, S. I 6 10 AMC ALTE'RMILTMI's ft,
SW A JOW ON 94EETS 3, 6 0 12 RESPErTNELly. SFALLIA HAW A LECIRLE APO AEADII VISIBLE WARK040 INSVILICTITIG OWNER OR
TENANT TO SCCURE PANELS WL APPLICABLE ROkFORCIEW17NIT DURING PEP"S Of IIURfhCANk WARTIONIC
It It*. tNitABAWN CONTRACTOR IS 10 SEAL/MLS &L SHVTtER COMILOWNT EIDGES MKICH REMAIN IN COWINuOUS CONfAC1 MIN
THE SUALONG TO PR"CW WIFFWFAIN INTRUSION
12 STORM PANEL INSTALLATION SMALL COMPLY WM4 SPECS LINUCATED 0 T"M DRAWING PLUS ANY WLDIN9 AND ZONING RrQ"?K)4IT
PACiViDID BY THE JURISDICTION WHERE PERMIT 1% NPPuf0 TO
1.1 to) tAS PROPULCI EVALUATION DOCUMENT (P E D I PREPARED BY THIS LNORI 15 GENERIC ANO Wlrl; INCYT PWM13E Off"CLIMAILIDN
FOR A sio, sr%rAqc PRojff,,T, WHIERE nI( ',Itf CONUII)ONS DEVIATE FROM 14E PELL
Th) CONTRACTOR 70 BE RIESPONSIBLE FOR 14L S1kFC1KAL. PURCIASE AND TNSrALLA`FONF INCLUDING LIFE SAFETY Of THIS PROOLLICI
BASED ON THIS Pt.0 PROVIDED "US041. DOES %OI OEMATIE FROM THE CONDITIOLIS DOAR01 ON Titr DOCLA"T
CONSTRUC71ON SAFFTY AT SITT ,S THE CONTRACTION'S RESPORSAINRY
W IFKS PRODUCT EVALUATION DOCUMENT WILL 91 CONSMERLD INVALID if MODIFIED
(LIT SIR SPEC" K. PFUKCIS SHALL III PREPARED By A FLORIULA FROISTERED ENGINEER ON ARCHLY" WI WILL BtCQVE 04
fILIOUNCER Of RILCOAD (EON) FOR IMI, PROJECT AND WHO WrLL Or RESPONSIJILE FOR THE
PROPER V%E OF THE Ptl). ENGINEER OF RECORD. ACIM &S A DELEGATED ENGINCON TO THE
� t 0 EFFI' ,FNEER. SHALL susmin To THL6 LAnrk IN( sat SPECIFIC DRAWINGS FOR "w
I.) THIS 9 LD. SFAL, BEAR THE GA4 AW, ORKIPLAIL SCAI AND SIGMILft IV rKE PROFESSIONAL
ENGINEER OF RECORD tFAY FIREPAREC, IT
14 SHUTTER MANUFACTUAIER'S LAWA SHALL BE LOCATED ON A READILY msov IOCArION AT STORM
PANEL S"UrTUR IN ACCORDANCE WITH SECTION 17099.3 Of RORIDA ElUft,0040 CODE, ONE LAM
SFIAI L BE PW,TD FOR VVIFRY OPENING. LARIELING TO rOQPL V WITH SECT" I YO9.9 2 OF �HE
TLORIOA BVLDINKG CODE
lift,111- 761t Of FLORIDA
S GULAR & LIFE SAFETY ST
(SCALE 1/2-I-)
- 16 I 9r (TOTAL WIDTH) - - - - I .- - 1. I 5 I"' (TOTAL WIDTH) -
- I - . � � . � I 12-500' (EIFECIVE WIDTH) . _;
I - I . 6 1/4' . - - - _. I - If 2W _ -_ I
: , � � 13POP - , - I O* -� -- 1.3r, -, , � _500, - . N I Sac.
I I [ "i% I � � - 1 350" - � OL03r MIN. IMICK , 1.350 - /', .. k
- �, - Ic ___ "� qkvAw
I , '11. ___ , : - "��' /.---T'�" * . C
/, , 0 am, Am INC /I � i GRADE Do 06=7 mw., 4,
1 2 far , I �/ " t'4" t �.esr F
,,, . _1 I I �"_ "T-K" ' __\ A-
� 41 1, 4=ALMW= 5=1 "DMIa" 1" , F , , 11 C-80 �
, I - �
- �,_' /,7A,
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2,000 24. ; , HIEW1,1111 TYP ASYM A-433 2. 2 - I OrWAID TYP. , .
"" . �- -
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EDGE \� _ 7
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_ _ - - - - - - - I . � I - . - - ;
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__�- I 350" , �
--- $1250' __ - 1,150"
(D SMRW PAN (4 END STORM PANEL
- - -
. f I
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PANEL *5 00 UP .1 . I I . 100 . At 125* - .7-: - W`us T/41220.. !Ill
W/ 'evAr em � " 11 .., ., .. I . � - Aw R a 1.250 1 iA- - .125, is iTuo ,11,4 =,,,, � .ISO-
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. 2 DOC , - Is' 9;0, SEE
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ISOMErRIC VIEW DETAIL A I V, L-- 2 000' -w<
/ � - __ 2 Doc- -
ROUNDED CORNER 0 ENDS Or PAMrt'S XA`
M UP W/ HEMWID EDGE, (1) "'b"-flEADER (� *U* HEADER (�) ANGLE (�� ANGLE WtH STUD @ ANGILE WlTN
(TILT S) REVERSE STUD
I - I- _11 wim
I WE be,
- :: - F _J 1/94 & 2/11 .374'
T 0 IVP w 0" - .Der in �374* aw - 750--
1 I - !.1901 I . or PAM lw-- , I v- .- J
� I .1 I - I 'ID, - 125' , ;(.-.-M 39K SERIES
- I _r UL� ARIEM TO
I 1 407'1 063' 375 , � 3-*0 1 Al- +- I, .Mo* , B I ./2' OC.
- ,
-_ R
I&
625' I I , 1 87 - F , I \ . ,
I 1 .390* � 67 , 4 1
I �
I I Oil,., 11 'A3 , .062' -WO'l - "
( 8 � N
F to,*
� -MIN .011 I - 093, "015, .
LOCATION AT __
P . 750
, I . I - --R.1 5, i
EVERY PANEL OVERFAIN .957 . - . I Dec. t
( )
I . W AM* I cw.
7000' (�) KEY NOLE WASNER � - � 125��_ _� _/ - - z000* - - - MLYIN )
- W. _ (1) 'F' TRACK ANGLE (4 3ZA' *r TRACK T IFIAT PLATED
"LVMZM STEEL I i.. - - �?441 ) . ,%, WITH STUD
Dom* ("I.) ,_Dle ,�, (----- ,,Oioou.#.!A
I ,:- � ,.%
: - .. W'OK �, � ,� �.J!47
. 4151'
- ,
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1
1 , .3810 675*0 . -
375'0 1 I
I ""I" I . . I
I I T_.SL - I . A i :
No, 44167 1.
I I
11 rr 1 3M 7
I - -, 1,*: * ; FLORIDA SUILDING CODE (111119h Velocity NO can@ Zoriefl
I - I I . $ I - . 1*1
, _ .
, ., , ,
013, , � JtrMC NICKEL ON � " TAn .. ."" MTMI W. IR
L-� "7 . -wv' ,Ec ING Nut ME Bow"Fifico, -- , .. 20 GACE GALVANIZED STEEL STORM PANEL ORIGIN BY
I . L_ 2;0. _ 1 WIND Nut la�,O,.. I
,,, to 11,... - , . I -
' Xy HOLE ..... - I
- -2-ODO' -
- _�__, 11LIECOme. GLOBAL PROTECTION POODUCIS. U.C. PF..
RAH AT PANE 1,
- A`7
- \ '
", _1 ,
#166 , Aw NW. 51 SINU
2"X7`FXIL4"_ .WM".UY. UK WND NUT WIW / a::-.V ' WAL ---- *`W- " 'N'4
WO"Ourmc WA5HE3q W1 NODMIDNAL ,�., NA . (W)NO-.3.c FAX: C.,.. J20-176
IUMINUM ANGLE / _ - ININD �:
_ _
. 4
1101"313r *Mo�m (StwmLns - DRAWING FIN,
=
STM OR NICKEL PLATED STM), OIL KAL/1QONNrLWE,UT1L 9 �-- - 1 - —!�= i - ! " I - , . IT si.
F139 Z - - smart 2 " n
�
I
14�10)01004..Vff. - __ ---.. .1 IF
5. INSTALLATION; '_�
Installation shall be performed strictly in accordance with details Indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P:.E,D(
drawing No. 20-175. Minimum separation to glass shall be as indic ,� In
rit
sheets 3, 6, 13, 14, 1 5, 16 and 18 of I 8, of Product Evaluation Doc rit
.
(P.E.D.), drawing No. 20-175. K__ A
C"
, J-- C=
�
. CL. g =
-0, MATERIAL HARACTERISDUANDARECIE"WH&
tj CL. V
r cc C.� C-
co �w
Shall be strictly in accordance with General Notes and Components indicts?
.,0 i.1- C
-, C:
sheet I and 2 of 18, of Product Evaluation Document (RE.D.), dr g 14
,
li...%_
0 cc C= I
— C-4 .,
in -0
20-175.
C:=
10 - C-4 ..
.4c � I
Anchor specifications shall be as Indicated on sheet I of 18, of u
CW W
3; �c A. J,--
Evaluation Document (P.E.D.), drawing No. 20-175.
.S! r= =
!� 0 ��
cc 0 13:
7. LIMI BAND CONDITIONS Of Ufto
, 3; ca
2! ZJ
=0
7. I. Shelf be strictly In compliance with General Notes No. 1, 8 thru 14, Indl
-�_ I
:;: M =
0 I
on shoal 1 of 18 of Product Evaluation Document (P.E.D.), drawing No 175
1 1
prepared byTifteco. Inc. and signed and sealed by Walter A.T11111, Jr., P.E.
cc 4
0- ,
7.2. PrEiducl shall not be Installed within HIGH VELOCITY HURRICANE ZONES
I
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. T1111t, Jr., P.E. (Florida License
No. 441E17), President of TAB= Inc. (Florida CA-=6719).
VI
D:T TILTECO ADMON RECORDS k P. E. REPORT.20 %
GALVANIZED STEEL STORM PANEL k DRING 0 20-176 % RE
1/4. 2/4, 3/4, 4/4. 5/5, 7/5.
+IW/10. 2W/10, 3W/tO, 4W/10. +6/5
SW/10, SW/111 & 7W/11
L- 51 MAX . ANCHORS EDO CONCRETE SEE SCHEDULE ON SMELTS 0, & a - __J MAX-
t, MIN -- me w000 SEE sircri" oft sWr7s to a I I: U14
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0 0 , 0 6
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i iUMMIED PANELS l . . I , I i , : SOLIED PANELS W/ I/"
i !(SEE SECTIONS AS � I ' 4 i � I 1: I i 11 ! $S' ALL$' SOLT W/ 7/0" x 3132'
j AFYPt.ICABLE) � � : 1 . L i i ; VANGNUTS 0 Lk OVUibAP
F
: ! � i � (SEE SECTIONS AS APPLICABLE)
. I � I I L I i I I 1 .1
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1 � ! 1 1 , i i � ,,- � 1 , . I .
1 I - 11 I 1, , ! I , ' , T -1 � I
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(�) @-G)_@- (9)_1 '. .. - , 3' MAX
- I* AN 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. I' MIN -
4o., I W/10. 2W/10, 3W/10. 4W/10, �_S/s
5W/ I 0. GWI I I & 7W/11
ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS & & 0 -
- FOR WOOD SEE SECTIONS ON SHEETS 10 A 11
REGULAR STORM PANE J-)& 6—A) ELEVATION
NTS
2 67* 1/4" MINN. GAP
(Mk 0~ -1 NIHOLE VAILLM T
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INSTALLATION DETAILS FOR REGULAR RANEW1 & 1A END apmo DETAis Fog iNsrALLATioN mm= ammm
INTL) EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURE CONCOE 8= QR WOOD iNsTALLATioN DETAiLs Fog gEr,uLAR PANELsCt & dA
INSTALLATION DETAILS FOR REGULAR PANELSQ) & CIA `W OR PAMELANTE 1MID, VAUD FOR FMIAIL LIFE WM AND E-Z HANG SMIRM PANEL SYM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COPICNIETE ANCHM CONCRETE , NAFY --
(M S , ANCHORS FEW CONCRETE SEE SCHEPAILL ON SHEET 5
L PLUS ON or , � aw vsy �.
�_ (*I SCHILD'" ON I I U SCNODAX ON SHIST I IN 0) swm—= T) -� -. .. I.— i - , - �. I - - I.. FOR WOOD ELI! SECTIONS ON 3MErl 12 -,
CO.C." Aw"OR's SHEETS 0 rNFOUGH 9) a, ( � " ,"Ell 3' M.
(M 1C .. � �, e , - , #) CONCRETE BLOCK --m"..=12. 7KWOWVE am 3' Mo. 7,67' I' M.. Cn a
'. . - `� REDL*40 WITIOUNCID REOU01111 I MAULEY) Wit - :-
. 99URED CONCRI
NEPAL ON .1 I .. � r 4., ,)r I 1:iw , -
S.W$ 0 INWUC- -A CON '. EXISTING " --7--, - I - if -1 V.- I CONCRETE ANCHORS _. "'.161 OWK 0~-� " a)
CONCRM ANCHORS - - - CO.- C" ANCHORS. , .1 - I , .1111, "
(ur TcHtWAL ON- � . -.1 � � 4 I I - .01. a-= . (Wr lotrou ON CA f-11,Fjot-44 wtz
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=OUM.Wo. 04, grw-m = =11-1n =0
&4ffn a Two" 6) EXISTING POLOWD ==-= .I -.1 swrr 0) : S.W 0)
REP"O. - 1, '"" -1.1-0 I ,< ----
1-1� CONCRETE! I,. ..- N' t,06"0 POURED , I to . 1 (1� I , -0 - T_-_J
. , �", L ,,! I - CONC" I 11 ; . f I 1IF ; 0 0 ; P I ! , I I
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,1� 'I'. I _J 1/4- �,I,� ,E - * f - , .9" 4r,." "COUNED . ,� -VU , I � ; I I . -
.. 11 14k... -. �.'9.)yx.,-_�' - - - I . . I . I I I , , � , . - I � � I
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=101", ! 4 ; .I '' , 1. : : �,� : I : I � : , U)
REQUIRED , I _14) 9 : : Q3 J Castm POURED I - a, I ! ,�,
. COWAM REOUMD., I ,'.., li�'11 , �, : -
1� LL , ... I I - � I ,;,' ONK .,� -` , : /,o R (Xvim: POURED, : I ,- I , 1-1. I I : ! ; r L I � I I : I OF .L.
�, I I 11. 1� ) . N CONCRETE 04 i ki�`&` - I � I', __ -I- 7 to. 1 ; , to . ! 1 : I MAX 1i
I ! � . , � � . . - .. ! . �. - � - - I j, ; j ; � ..
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11 LIr me I - - ,= - _J ,,,A - � 1, ',- I � " ,.-� � I I ��,,, �,.�",, �1, � ,,,, �,. ! , ; I .; I .1 � -_ �
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FA IONIAN WM June. i - I I k I I , I I i I
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NOT 4 12 I/r o.c. Eo . F=XST*4 , I : I � ;
-� 1 im I ;, EXWNW, POURED �, , PO to . 'I 'Ir 0. - , 0 Is 1/2* be I � , 41.0 /-- ; - I I I 9 - _111AW-11,
= ru, Ip " : ON, ; I : : .1 " ,.& . Cr , I ;_ / : , I - I -
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=RESPONDING MAXIMUM ANCHOR SPACING SCH 13ULE AT rM FOR a 0 2 'Ir Oc
+I. 7*_t, 2 & 1w/15 INSIALLATIONS 114TO CONCREEE A CONCRETE BLOCK SIR
MALMO)
*14. 2/4. 21V4. 3/4 PIT 4/4 24 �W/15
� i
ALTERNATE LOCATION
-J 004 In SAFETY PAWL
AR WHO Lift SAFETY PANIC LKATIC10 to cum SIDWAram
ms or 13,4- 1 10 QLAU
OF mAmum wVROL f
in 10 10 to
AS = TO CDNC*M To CmIcAm Lam v OIL)
IT REGULAR, PANELS W/ OR SAM pmr _�Er NOW IRELOW) PINK MAKIMUM ASA Mpm OF UP-W Qkx_ PARnmet FUME 0 to G
W/O REGULAR IRACKS 151, NO" I DEVIGH To am
To K "VAUD "WOIFLW To SEE OW IS FOR ANCHM TWE & SRACINO FOR INSTIALLATIODAR, Offa WORD PIUNE RULDM
PANEL OPENINCT I= CONORM CONMU or THEM
PIETRIEft ANCHONS. SMkA TO~ t-I I cimm"t BLOCK BLOCK *Atp I
AIWAIS UNNARK ANCHOR SPACING11 AND hWWJU I= OBITANct IN "ICAPP) " THIS WaCKU fca to Go
N/A
S S.w FILM 10 1AC.%A=.0'lICN7.= 1.0 UX TWA INDICATED ON SCHCOULE REDUCE ANCHOR SPNONG BY WAYIPLYRO W%CPKF
CISCRAX c" OPTION Al FOR L,JEE S6EETY STORM a' M/A N/A M/A N/A N/A
COMIC
IMSTALLE OR KWOVED FROM INSIDE +$5,0, -72.0 OR LESS DOW ON SCHEDAE By THE FOLUNISIN VACTOW FOR THIS OPOWMA TO K POOkL
COME% Amcmm PANEL(l) & (14 OF KSImm"Ilt 0 S_ 9' 9" 9" 9 1 (00nom) s'-w REDUCCID SPACINIC ONTAND UW FACTOR W44LL NOT K USS THAN NPINUM VRCIMIC
a It C Iz- ELEVATION 00CAPJ0 FOR EACH ANCHOR TYK AT ANCHORS LOWCft WOO PIATI
.z .65.0 -72.0 S' N/A /A 141/11 S- /A *' N/A 11- I/A 1 1 2 To ?,-a, mr4v*m
WALL MOUNTING iNSYALLATIQN WALL AND n= MOUNTING INSTALLATIO SCALE 3/32--t- 1. -a- a 7 4/2* a' 1. 1. 1. 1 (sortow)
NOW I"
MIA 1 2 PICK crwume
sEcnoN_l SCALE; 3/8' - I' SEMON 2 SCALf: 1/5. 1. r-I/e kP 00 +55, a - 7? 0 IF N/A 6 N/A 1. ?'-s^ To ir-ti, CIO Q_
A- S. a' fil I M
NICNIII, wam 0.) 3 3 3 a 1/2
""I'mum � 1 3 s
JIMAWAILOAD211- 12:�11 Z=� 4 Z" "a --) 3 3 i-lw,- -;-Iw ALTERNATIVE 3 ALTERMINE
I UFIC SAFETY STCOFN PANEL CAN ON LOCATED AS AN END PAWL ' "T ca al- ANK a& OK new
OR AS AN INTERIM PANEL CAW PANEL LOrATION IN KTINI T1 -Nt�)" d�t mzlrr- f 2 AL DAN/I 1/2-
", ON'. . ;0.'. .14 ICKM IF 0 C
UFF SAFETY PANELS MAY 04 MAY NOT Bt INSTALAXI) ADJACENT NIELS 11 '11r ' 1-m r44m�m PDGMvk
Owl CIA W/O REG" T%MXS,) /4'1 Q.Vr U*00 VINIS MAROC W/
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SECDON 8-0 SPECTIONEf T1 MAXIMUM PANEL I= Iw Im 03 1/4'.-20 PARITUAVE MWAt K) OP ALTERNATIVE WOOD rRAME CONDITIONS A ANCHOR LOCATION
(ft.) - - loop= PENEWITION to 0=44 WOOD
2. In PANEL CONSISTS OF 0.0.39" GJUVAMIZCD STEEL STEAM PANEL AS 0VNNNN,% -_ '' " 3 � - . - _7_ a r 01C W/ 1 1/21 1*,
PER . SHOW 2 Or ORANAMIL SCALE 3/32*-1* PRESSURE To - CoMsOmmo, LIOMM meadu W I'
THIS FIL-0 ITSELF TO BE REMOVED OR FROM THE NSIbF OF RATINIC I-f � CONORM OF KAM Irm, CLAX11
STALICTURE. +49.2 -01.5 3 2 (1101-TOM) 7*-G* OR LESS
3. LIFE SAFETY PANILL REOUIRES TOP TRACK 10 OL CumPoNCNT(z)& BoTrom TRACK ""IFFINON 4528 -66.0 3. A- w �CEN";p WALL MOUNTING INSTAUATIO
10 e 2 (80"T r-Ir OR LESS
ALTERNATIYE 1
COMPONENT HE INSTALLED WALL OR FLOW MOUNTED FO LOWING SECTIONS -72 0 2 1/2- 2 1/2" 3 1/2' 2 (sorrom) 71-6* OR &LESS a 44167
BE COMPON WAS PER SPW 2 OF THIS DRUNING. LLJ
NS
ON THIS AS DETAILS Se SOME- 3/0" V
115!2 -�2!2 2 N/A N/A 2 (BOTTOM) Pl'-Ir TO z*.
FLORIDA BUILDING CODE (Ml2h Velocity Hur cone Zo s) X- t4o, a t 11L
2 WR AS WELL I & 2 ON SHEET 14.
FLORIDA BUILDING CODE (Mgh Velocity Hu cone Zone) FLORIDA BUILDING CODE (Nigh Votocily Marricane Zone) <
Max ANCHIM SPACM FOR COMPONENT QDANCHORAGE AT WrrOm IS QNfN ON I... _";01 3. 1
4- MiI, LENGTH FOR COMPONENT 0 13 IV. 2 H/A 2 (BOTTOM) am w-Throm. Bit mytec. M.
*m "Mo. INC. rp F-P L STORMI PANEL
20 GAGE CAVANIZED, STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAIRE GALVANIZED STEE
SCHMLE3 J& 2 SIHIXT 14 V; OPIUM, 61, NOTION ORION In: z
COMPONENT MAY'K PERMANENT OR REMOVABLE. TOO: Qc
I INSTALLATIONS ARE ONLY V" FOR INAILDINICS INTIN X X DENON "AM UP TO
GLOBAL. PRO-mcnom PMMCT% Lm S&b. -72.0 PO AND PANE1.1 LENGTH LOP TO V-e GLOBAL PROTECWN PRODUM, LLC.
I E =CO,,, Eo, �f 7E0;
5� SEE DIETAILS rDR INSTALLATION IN70 WOOD fPAME RUNLICH045 ON SHEET IS �11..po% IC OR GLOBAL MTECTION PRODUCTS, LLC. 11.111. IFF�0, pt I
am &W. 3t3nw an 6. . 91 STACE7 2 NO NEW WOOD TRW C WOODD MEMBERS 10 K SOVPMCAN 51 SWw z
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714a (W)uo-n.& FIX 20-176 Aft -MO. F� (154ANI-02111 20-176
(*U)M- . 20-176 cep)aa, pox No 2. W/ SPIOCIFICODMITImm`00POrso am EQUAL Now NH OWIL n 3"1.
6 SEE SHEET POP CVAJL APPLICAINE TO THE NECESSITY FOR THE INVALLATON OF WNIL I. _m,
SPACERS AT*TRACKS INSTALLED ANIACEXT A40 BEYOND TO STUCCO/*GDP RAPIDS. Mo kr. I= 14. "X"= "`*1;1-Z1s1"'0,, <
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7
AN04ORS (SEE SECTIONS ON $HIM 17. 18, 19 & 20)
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to bUy
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[*$AW/10. 7AINI 9 & &W/20 SK11111110111t OW/116 MKIIS & SIMV/30 I WIN
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01RDON J2 FOR LIFE SAFM STORM PANIELO) ELEVATION
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PAW lt.W
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SECTION A -A
Be"
F-Vi 17 OM 01 *4 lei IN J.4 *-**i§J zil 30:7-1 #111 1 i0f."ill
MAXIMUM AS ' 0
Max. PANEL LENGTH
I
DESIGN PRESSURE
L (f
MtNIMUM SEPARATION
PANEL
RATIAIG (p.s.0
(SEE SE(
TO GLASS
CONDITION
+55.0. -72.0
81-8"
1 2 3/4-
UNBOLTED
17m.
to vim
TWA
10, 11)
0 RUOR *.fi-i IR Les"'Plol 'Wig zillsi tlj
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WALL IdOUNTM Itau I ATION WALL ATION ALT&hrM RIEWLAMMANEL &ARMVIE 7BW
HAW EN.Ift SCALE 3/Ir-l- IL UFIE SAFM PMEL
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1004 ARL ONLY OLD FOR IIUKJMM "I" A.SO. DLS" LOARS FLORIDA BUILDING Cot
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COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
(SCALY 1/2-l)
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20 UGE G&VANgED STEEL STORM PANEL
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ORI GLOBAL PROTECTION PRODUCTS, LLC.
3"'W(Max.) AWIM1. ANGLE STOP BAR Y Uxxi
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6003-T5 Alum. ALLOY
INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EXISTING POURED CONCRE-11E OR CONCRETE BLOCK SIRUCTURES
TIA. IAPCON ANCHOR; !/4- IAKIM MC"OMS lAFCQR ANCHORS _�'4' TAPCON MCHORII
0 91 orc. 0 r Oc oc.
POURED GOING
POURED CONCRETE CONCICTE
OR Cow-41m OR CONCRCX OR CONCRETE POURED CONCRETE
OR CONCRETE
BLOCK REQUIRED -cl J, BLOCK IWOUNIED J BLOCK REDUIWD BLOCK REQUIRED A
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REOLINED REQUIRED REQUIRED PEOUIRED
WAU MOUt= DWALLATioN WALL kMPMNG INSTAIIATION WALL WOUPHO I III WALL MOUNTING INjAIIATION
ME" 0 RRUMANEL
0 M M AM Llh!�NEL III LIFfiffERTIMPMEL
SCALE 'A. -I . SCALE 3/91*-" SCALE 3/8'.1 SCALE 3/0--1-
Mallm le"MM'"w"'TV"
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INSTALLATION
DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INTO EXISTING WOOD STRUCTURES
T�!� 0 61 D.C.
7MKADLID
IE� Bit,
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HEADER
HEADER
11/2-
41/4
2-
WOOD HEADER
U J
0`0
cm $DAM"
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W. IEPAmno.
10 QLKM
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v N...
PANEL LENGrH
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PANEL LENGTH
(SEE NOTE I BELOW)
S S. M.S. W/
NUT
G
Fj
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E
2".4* WOW PLATE J/VO . 3142 YANG NUI
REQUIRED WA54EA 0 9 ;/4- OC.
014-10 PANIELMATE
0 6 1/4' D.C. I�yir. 7
MAI. THREADED
AT MIDIWOTHI OF PLATE
WALL WOUlIMS ION
'i lNgAW
ALTERNATIVE- .
Ion
Ill REGULAR ku I
SCALE
I Wh4ATIONS ARE ONLY VALAD FO* 11KIIIIIINGS WITH ALS D. DES" LOADS
UI M +".1% -72.0 PSF MO PANELS LENGTH UP 10 6' _W
T MR NEW WOOD FRAME CONSTRUCTION- WOW MKMlK*S TO BE SOUTHERN
PIKE No 2. W/ SPMM WNSITY OF 0153 OR COUAL
E 1 9
2-.4- 7/8'0 3/32' .1
REQUIP "DOID "TE
1ED
WASi 0 (BEYOND)
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0 6 1/4 O.C,
MIN THREADED NEIV1104
AT MMAM OF PLATE
WALL r1ralWWW"ON
III UFE SAFrff PANIEL
SCALE 3/8--1- FLORIDA BUILDING COOK
Y/24 p I anow)
SIAS V/24 10 4'/24P W/ ON (lar "Dirt 2 avlm Mo 2'/24 1P V/24111- (IIM mm i onm
Ti�_
fIs
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or la LAWS SONODUIJ; a. S-Erl V win,
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4 (00 PAULL) (Nftmm (MINOR PANEL) pmaj il"I"
Bit: Fort L 3. 4 saaw j Ut NOTE 2 1 4 BELDIN
.4-
I I i i i ; 17 (�, I I t
1141
V�v
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all
K., A�SFDIIUI�
40 4 'L'
44
SET NOIT 4 KLOW. . 3,
Cr I (D
S SIMP M BE WVAury AT EACH
10 K OWAUM AT IDICH ALWAYS K PROWIDED W/ I
Ot OWT
TYPICAL EUNABON FOR ALVAS - TYPICAL ELEVATION EQR JES 100
A INTENDED TO K VISTALUM TOM a Tru
E-Z HMG STORM PANMS&Sff. -OFSTWUCTW'=- E-Z HANIG STO Lip
l."M ft"
--Ar _f/., Mat, CAP 7 ao, M.. W 1/4' M.. CAP
IP
i x \.z 777 7 \ 7"= 177
SECTION 0-
KU vW - r
NOTES (7) DEFINITION OF SERIES I i E - I HANG STORM PANEL SYSTEM CONSISTING OF PANEL I,
TRACKS At TOP III PANCLUATE PLUS OR IV LONG
(frAi BOTTOM PMELMAns,
(1) t - 7 KAJIG STORM PANEL SYSTEM CONSISTING OF PANEL W/
C-1. TRACKS Top & 901 (2) END PANELS SHAU ALWAYS BE CONNE7 'T�LDISAM
_&L WALL BY MEANS OF
(2) PAWL$ $HALL ALWAYS K CONNECTED 70 BOTTOM TRACK OTtIERNISE A STOP BAR PANCLUAIIES ON. IF YW/ I L K AT END PANELS
SPOILL IN: C I/V#-2U4n.S. I/ i.
IfD $HALL SIC PROVIDED AT TOP OF SUCH PANELS
"Fir Nul, on I ;�. I
,�IUAASMC M CEPT As
(3) IF END PANEL.� ARE 001it#� T *TM TRACK. CMTQN SHALL CONSIST Of DUMBED On (3) OW),
ULS W W 32 WIND NUI OR 1/4 M.� TOU108"fill
;yd"
TUJIS
TAM/4
(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/
90170111 LOCATION F FASTENERS MAY AT EITHER OF TWO l.QoNG-1&(p AT
EMAM FLAT nANGES OF END PANEL END PANELS ARE NOT .. TO It STOP BAR
r-lM % PROVIDED AT TOP OF SUCH PAljELS.
(4) 01 CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM TRACK (1.9 A STOP SAR
IS ONLY (4). FOR INSTALIAlIONS WHEN M PP14CLS AND SOME INTERIOR PANCIA AM DIRECTLY
UM AT TOP) AT LEAST TWO PANELS SHALL K CO44CCTEn TO BOTTOM TRACK MOUNTED 10 EXIST
ECS INDICATED ON NOR (3) AW4. rL� EMIS Or PANELMATITS. ONE WrCOCQ PANEL
USING. S IN SUCH CASE. CONNECTION OF ftNELS TM
MAY BE US13D JOIN AT BOM
= AXTACWNC BOTTOM MACK M WALL
to go" Pow TRACK MAY OCCURSAT ANY PANEL LOCATION TWO PANEVIIATES FEE X ON ELEA,
V 4".
(5) SEE SECTION 1'. 3' 4' ON HEET 24 SEE ANCHOR SCHEDULE ON 54EET 25. COW DISTANCE. - THIS GAS CS
%0141411"OUN Nat NEED TO 13E COW== I. m = HISIAULM
SUCH THAT ADJACENT PANELS LEFT & Ron smi Pma) HAVE
�J THOR OVERLAP$ WAM By %
FLORIDA RULDING CODE (INIVIT veloolty Nu can* Za
M TILYUM W- "p
No, 4 167 % 20 GAK WIVANIZED STEEL STM PANEL owm W.
OF A 0 Ing GLOBAL PROTECtM PRODUCTS, U.C.
1" 4 11LIEC = S.W. Ill swap
1�0 0D HoW, EUN ow M ...... 20-176
.. IN:
XVAVA
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INSTALLABON DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INTO EXISTINQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
I -CON ANCHIM I!., WCON A-104M
,,14* Til
91 O.0 V Oc.
POURED CONCREW AM: "ecoNcIllem
OR CONCRETE BLOCK Oft LICK
KOLARED "tousm
1/4
U..
1
CD
G
tox,
. if
%010,0 PANELMATE PLUS li�
3/32- WIND HOT 1060111t
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OR CONCRETE BLOCK
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WALL MOM LLATION
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OPOWON M ME POnWE KW=
SIVIC" oirrAou to" ram Slea NOT
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ED 0
j/)84-`lO*0 PANCLINAn PLUS W/
"* . 3/32, INIQ NUT VASHOR
(KYOND)
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ON CONOFIM BLOCK
RECKONED,
WALL IJMHS IWALIATION
Mna
UF[ W&UPANEL
SCALE 3/V-I"
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4*12
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ch
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STA ;
20 CAGE GALVANIZED STEEL STORM PANEL
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I E-Z HAM STORM PAWL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D) HAS BEEN VERIFIED FM COMPLIANCE IN 11A) MINIMUM DANOMENt OF TAPCON ANCHORS AND PANELMAIE ftMALE 0 Ar PAPNELMATE PLUS INTO CONCRETE
ACCORDANCE WITH THE 2020 Qltb EDITION) 0 THE FLORIDA BUILDING CODE BLOCK SMALL BE 1 1/4"
DICSIGAI WIND LOADS SMALL BE DEnItMNEE) AS PER SECTION $620OF THE ADM MIENTIWD CODE, 0-2) MINIMUM EMBEDMENT Of 1/4'0 X 7/V CALX-04 ANC40RS SHALL K 15 7/0' INTO CONCRETE.
FOR A WIND SPEED AS RfQUIRED W THE JURISDICTION WHERE THESE SHUTTERS WILL OF INSTALLY AND NO EMBEDMENT WIG ANY FINISH MAI!ERML SMALL BE PERMITTED
FOR A DIREC104040TY FACTOR KJ-0.85 USING ASCE 7-16 AND SWI NOT EXCEED THE MAXIMUM Flls.b�)
1/4* 0-20 $3 SWVALK BUTS USED SPINJ. BE LORD tMOOGN(SOOULD ANY FIN&I MATERIAL EXIST) To
OVAN PRESSURE RATINGS IN06CATO ON SHEETS 2b A 26. ENGAGE 5/4" INTO ANCHOR$.
IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DES3010 WIND LOADS DETERMINED PER ASCE 7-16
$14ALL BE FIRST RLDUCED TO A&D. DES" WIND LOAD$ BY MULTIPLYING, THEM By 0.6 IN ORDER TO &3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON tHE EX49140 WALL
TO COMPARE THESE W/ MAX. CkSLO) DESIGN POESSURC WINDS NOICATED ON SHEETS 25 ar 26 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MOWN STRUCTURE KNIND SUC34 PANELS. ANCklORACE
SHAUL BE AS MENTIONED IN 0.1) Mo IN 11.2).
:N ORDER TO VERIFY IFAT COMPONENTS AND ANCHORS ON THIS PXD AS TESTED WERE NOT OVER STRIESSIEDP 0, = INCREASE
N ALLOWABLE SIAM FOR ONO LOAN WAS NK USED IN TMEIR ANALYSIS FASTENERS SPACING TO WOOD t4AS BEEN
DETERMINED Rd ACCORDANCE WITH NLO.S. 2015� (C) AKNCAS SkAll BE INSTAULED FOLLOWING ALL OF THE RLCOUMVIM7"S AND SPECIFICATIONS OF THE ANCt"'S
MANUFACTURER
STORM PANEL'S ADEGUACY FOR IMPACT AND I'ATGUE RESISTANCE I" K" VERIFIED IN ACCMMCE WITK SECtION 1626 OF
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2, TINS SYSTEM HAS BEER DESIGNED to BE INSTALLED DN THE OUTSIDE Of TNIE OPEWPIG ACCESSING IK OPENIVOI FAIN THE OR WOW FRAME "LOINGS.
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INSTALLATION IS REWRED TO K PERFORMED FROM THE INSIDE OF Slftuctm. 14 ATRIUM WINOCNIS AND DOORS. lK. E - Z HANG STORM PANEL SYSTEM- IS FAM9 BOOM
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WIN THE 42 11th EDITION) 00 THE FLORIDA BUILDING CODE. THIS. SIORM PANEL SMALL HOT BE INSTALL0 AT MGM - 0 T4- Ill PAMELMATIL FEMALE 0 AND PANELM*n PLUS ANCHOR!, AS MAALWALIURED LIT ELCO CoNSIRul POOOUL '
YELOCITY HURRICANE ZONES (MIAM-DADE / SAGIVARD COUNTIES) . I /4'0 LAC SlI FUR NOS
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EESAW WtWEI LOADS SMALL BE G[TEAMINEV, AS PER SECT" 1600 OF THE ARM MENTIONED CODE TOM A BAW WIND - 7/16"o . 5/11' WOOD BUSHINIG. AS DiSTRIBUTIM By ALI POOP SCREW. II & SPECIALTY CO
SPEW AS RLOUWD BY VOL JVRLSVW," WHERE STORM PANEL OIL EIE INSEAI 40 $OR A DIRECTIONALTIV FACTOR
KO-085, U604G WE 7-16 Q40 SHALL NO EXCEED THE MOVILIM (ALSO) DESIGN PRESDURE RAT440S 010CATED ON SHE LTS C 1) MINIMUM THREADED PERIJIULlIGH INTO WOOD OF TAPCQN ANCHORS 5HAUL BE 1 1/7* AND 2' " LLCO PANEL Lw
-
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3P 9 THRU 12 & 17. Is AND PANCUAALI FEMALL' III *
IN CA" VERIft THE ARM CONDITION, ULTIMATE OESK)N INI LOAM DErEAMI PER ASCE 7-16 SMAU BE FIRST
To
-
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REDUCED TO AS.U. OES" PRESSURE RAIING by MULTPLWkr THEM BY 0 6 IN OME TO COMFAK THESE W1 W (AS P I C 2) MINIMUM tHREAOrD ilrAUPATION Of LX SCREW. INTO THE WOOD FRAME UNIT SHAU BE 1 1/2' 140 -.1%
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MAN PRIVISSURE RATINGS INDICATED ON SHII 3. 9 THRU 12 Al 17. 10 PChTIVATIDIN INTO STUCCO SMALL BE CDNSfO[RW AS PART Of THE ROOLARM THREADED PENLTRAIV� C-2
IN ORDER TO VERIFY THAI ANCHORS ON INS P.Eb AS TESTED ROE NOT O" STIVIESSED, A 33% INCREASE IN AAXOWABLA
JIV-
sIARI FOR WAND LOAO�S WI Wn USED m twill ANALYsm rilsiINERs SPACING To WOOD i,ms III DETERMINED IN (� J) LMNPUAVU 6DI OISTAI OF LAC. WR17WS, INTO WOOD SHALL Of AS INDICATED IN THIS DRAWING
C"
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ACCORDAI OW NAS. 2019 6
S ADEOuI top IMPACT AND WIND RESISTANCE HAS BEEN VERITIED IN ACCORDANCE WITH SECTION IGOI OF (;.4) M1NkMUM PENLIWATION, OF WOOD W."ING S�Mil OF 5j8* lj'4* P-211 5CRM USED SHMI BE I 1/2* LONC 4
aw
THE ABLIVE _ DOOMED CUM AS AMERICAN TIEST LAS Of SOUTH FLORIDA REFORM PORI 4 01 -01 AND #0219,02-01, AS SHOULD STUCCO EXIST. AND I' MINIMUM Faff WALLS WITH NO STUCCO .s
V
PER wo 12-0 A; ASTV C 330-02 STATICAROS, AND AMERICAN tEnM LAN SOUTH FLOR93A REPORT #I Mal- 10 AS PER t 5) IN CAW THAI PI 5TONIr. UP PRECJSP CONCRETE PANELS. STUCCO OR WOOD POMMS Of FOUND ON 14L 0 -!�
,A$,-201 AND TAS-20 Poolol . INALE . ANCHORS SHALL BE LON5 EHOUGII TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL$ -
IIJORIOA BUILDING CODE �;
ANCHOPLAGE SHALL BE AS MENTIONED IN C 1). C 7) k C.4) :r�l
-0
2 AtL� Riummum ExtRusioNs To it SoVI ALLOY AND iEmPER (util oTmEwst HouED) SEE SHtT.r 7 (0) ANICHI Sl,Wl, 40 00I �OLLQIMMYJ ALL Of FINE RECOMMENDATIONS IVI SPEZIFICATIONS (* THE ANCHOR'S MAJNU ft
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3 ALL ALUMINUM SMELT MEJA USED P. MOSURES S�WL HAA 3106-kil* AUOY
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4. Aft STEEL SMELT METAL PANELS SMALL KAYE STRUCTURAi WALITY STEEL. AI A-W CRAVE 80 MRAMLIM. r-60 GALVANIZED 14POUGM 5) CYCEFT THAT tiCADERSO & (D SMALL Not OIL USED. .
s
STEEL DESfG4ATM WI 922 k. (AFIER ROLLED) 9 17 SMALL OF IMF IRES"SIBILITY OF THE CONTRACTOR TO VCAVFY THE SOUNDNESS Or THE STRUCTURE WHICRE
C2
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ATTAC40 Trj INSURE PROPER ANCNOPAGE THIS WIUM.R SNAUL ONLY EVE ATTACISCO TO CONCRETE, BLOCK OR WOOD I
5, ALL SCALW53 TO OF STAINLESS STEE). 306 OR 316 AlSl SERIES OR CORNE)" RESISTANT COIUED CARBON STEEL AS PER DN BUILDIN0. �
3
50018 W/ 4II0 I.; II STREVIC74 AND " k. TENSILE STRENGTH AND $NAU COMP1.11 */ CIORIDA HURMINEI CODE SECNON
a
2411 33.4. 10 LACS REGUtAlt STORM PANE WMI LINWHIS, OVER 90'. AS PLO SEC11ONS 1, 2, 4. $. b AND ALIFRIVIATIVES ITS. 3w a 44w ON
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$OEM 4. 5. 6 A I RESPECTAITLY; SHALL HAVE A 1101N.T. AND READILY VISIOLE MARI INSTAUCTINIC OWNEA DR TENANT TO
It
6 BOLTS TO Of ASIN III 04VMIZCD NIEFL. OR AUSI 104 SA -RI S.T.Aftf$5 STEEL. WOM 36 km MINIMUM YiEto SIREAM SECURE PANELS WITI, AMW-48U REM900CEMENT OUANC PERIODS OF HURRICANE WARNING
- V.
7 AXC14MS 10 WALL $KAU Of AS POkiOWS 11 THE INSIALLAIVION CONTRACTOR IS to SM/CAULX ALI, SNUIT0 COMP0NiN1 F-DOCIS VI Ift"N IN CONHNUOUS CONI IlIi
THE SUILOW 10 PIREVENT *V4U/Rg% INTRUSION
(A) ESV+fAfSi,1af,PVjV=-Q2��
- 1/4'0 TAI ANCHORS AS MANUFACTURED BY LIM. BVII INC 0AI F'3M P-) 12 S;rOR%I PANEL INSTALLATION SHAU COMPLY WCN SPECS INDICATED IN INIS DRAI PLUS ANY BOILING MAD ZONAK; RECULAft(DIN
. 1 4- - CAUK T CAN, PROVIDED BY T14C AIRISCACTION WHM PERMIT IS APPlIED TO
7/0 -114 ANCHORS, AS MAINUFACIURIED A 0 t INC
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. ,4 I', 514- WE PO-SLI ANCHORS, AS DaMOMO BY ALI PONT SCREW, BOU & SPECIALTY CO 13 III) THIS PRODUCT EVALUATION DOCUMENT JP.L,D I FREPARM BY THIS ENCINEER 4 aMERPC AMC DOES tXIT ARMUE W�OVVMATIDM
.Yxo P...)
FOR A SITE SPECIFIC PAGUCCI, i,qf. IMM ft* $111, CONDITIONS MtI FROM THE PEO
44-70 PANIELMATE FFMAI Ill & PANEUAME PLUS ANCHORS. AS MANUFACTURED WY RCO CONSTRUMION PRODUCTS.
- �P
� I/ It'S ZAI "LIN ANCI-10FIS, AS MANUFACTURED &V DEWALI. INC ib) CONTRACIOR TO BE FICSPONSOF FOR IMF SELECTION, PURC4ASC AND LINStALATION INCLUDII LIFE $ArM OF THIS PRODUCT
EVAI ON THIS OED PROVIDED HE/Skk DOES FKA DVAAIE i'ROU IME CONDPIONi, GETAII10 ON ITITS fyj(-UMF.Nl
A 1) MINIMUM CNIIIEDWENT OF TAMON ANCHORS INTO POLIM CONCRETE SMALL BE 1 3/4'. 2' FOR CLCO PANELMATT. AMC
CONSTRUCTION Ul AT SITE 6 THE CONTRACTOR'S RMONISST1.11TY
1 1/4' FOR 1AMAC MAILIN ANCHORS
W THIS PROVII. rVALUATION DOCUMENT WALL Of CONW-RCO NVAUD it Wtonal
AI CAUI It SOUO-�El ANCHORS. SHAIL at CMUCOM 7/1I KIND IMF. POURED CONCRETE NO !M[W.DMENT INTO
SlI SNI RE Ptioillrlto. 1/4- IT-20 SCREWS, Ul $KILL BE 1 112- LONG Millivolt SHOULD STV= LXIS7� (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED ED A 11ORTUA REGSIFFIED ENGINEER OR ARCHUM WI WIU VVI 111F
AND I' UPOMIJU FOR WAI WITH 140 STUCCO, AND MAY BE HEADED SCREWS OR ALL THRIME0 SCREWS W/O HEAD, CAUNEEIT Of RECONVO (1,04) FOR INC PROJICT AND WHO WU ft RESPOINSI FOR THE
BUT *TIT WINC MUTS PROPER USE Of THE OF 0 EA014NEER CA RECORD, ACTING AS A DELEGATED ONGINI TO TO(
PC 0 ENGINEER, SHAU. SUOUTT IC W LATTER It* SITE SPECIFIC DRAWINGS FOR F&IVILIN
kl,) IN CASE INAt PREC" STONE. PRECAST LVNCRM PANELS, PAVER5, STUCCO OR WOOD BOARDS OF FOUND ON THE
CXA.MNC WALL Oft FLOOR. ANCHOM SM L OE I EIVIDII To REACH DO "N S`rRUCrURE BEHIND SUCH PANCLS I#) INN Pt.,O SMALL IWAR THE DAIL AND GWAhk SEAL AND SIGNATURE OF THE PROICIlSoth
AMCWAAGE SMALL BE AS MENTIONIED IN A-9 AND IN A,2). ENGINEER Or RECORD THAT PREPARED (I
(B) TQ, VISTINO .r.9KII&MAM �WI III � C -10 I A SMU"ok itWi�ACTU"'S LABEL SHAL� BE LOCATEG ON A REANLY VISIBLE LOCATION AT STORM
PANCL 'HutTER IN AEXOROAVKT VVITH SECTION 1709 9 2 OF FLORIDA BUll CODE ONE LABEL
;/4" IT TAPCCN ANCHORS AS MANUFACTURED By I t A BUILDEX. 114C
- PiALL BE PLACED ran fvtw OPENING LASCUl It) t`,OIAPLT WIN SECTION 1709S�3 PIT THE
. /4' 0 A 1/4' 04.9-101 ANCHORS, A� MANUFACTURED W, Ofllfihkf� ING FLORIDA BUILDING CODE
- X 514* SOLID -917 ANCHO" . AS DISTRIBUTED BY ALL POINT SCREW. BOLT a SPECIALTY CO
IfIl
;/ I'D" p
- : 10 PANELII rEMALF ID AND PARELMATE PLUS ANCHOR$, 05 MANUFACTURED IF, (LCv CO"TNurIK)N P Hilm, ,
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BLOCK vw SMALL at 1 1/4- .. .. . .
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STOCT SHAII, K PERMITTED 1/4- A-20 SCRfWVS USED SHALL BE 1 '/2- LONG MINIMUM SAOVLO 0 rXIST. * I zr��- -,, \
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.
AND I* WAIMUM POIR WALLS WITH NO STUCCO. -.$ STATE p - . -, \ GLOW PROTECTION PRODUCTS. UIC. NMI
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WALL. MQU101 9
W%,;
WALL idgiumll"i I DIRECT MOUNT
Em,
,,, I I A'—
64
. . -
.� ... -..
FLORIDA BUILDING CODE (Non High Velocity Hu Ono Zone)
E,O, AA EDGE DISTANCE
MUL -QE-$Emm.
*
- . I`*
-: .. -
. .441 7 . I
j III * - i Vir s --;:�
S -�5-.. b TATE OF , �- -:-.-/
CION, wwwl -
24 GAK GALVANIZED STEEL STORM PANEL
-
- GLOBAL PROTECTION PRODUCIS, LLC.
11LIECO...
11.
a', 1,
attz"'W"
SAM
( SEE SCHEDULE ON
TOP & BOTTOM MOUNTINGS CAN BE
�
S O�*- A.4 1, - ... . .. � 1
I
-,, ;�i- ORID
I
41 FT
avoz-merv.
.101; III 51 ~
o�w� TV. 3I
SHEETS 9 & 10)
COMBINED IN ANY WAY TO SUIT ANY
ViSTALLAI
...
W" .1 ... Ir.>
--:,� ...
"I f�)M-7�o. FAA (".)no -am
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I
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INSTALLATION DETAILS FOR REGULAR PANELnl INTO W0012
I
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REOUIRED. STRULT :
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, I
ADEQUACY OF EXISTINKS WOOD � I . I � , , 7� -
KAM TO BE CtIMnED BY -1 : � .,- " i I 'i
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REGISTERED ENGINEER Oft
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ARCHITECT PRIOR TO SHUEILR - , I � �
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11 11 I WCOO ANCHORS ALTERNATE WOW AHC4I . 11 - I I . .- I* Ali, -
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' :*I .am Volm - tJI.
TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING .-- � ill'.
AI PANEL LENGTHS V* S TATE OF f 24 GAGE tMILVANIZED !nM STORM PANEL
)F
COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SNTSS'f� . .;-
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'I� - - 'QT - ,� 0 /mv
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PINE No */ SPECOIC
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-
APPLICABLE
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I
ISEE TABLE #1 FOR MAX. A.S.O. DESIGN LOAM & IAAX PANEL LENGTHS lVHE!N SPACER 4
I I=, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ,) IS I
MAX. &S.D.
DESIGN
PRESSURE
RATING
(P..I)
MAXIMUM ANCHORS SPACING FOR LM - AS SHOWN ON SHEETS 8 As 7
APPLICABLE
To
I,=
I OF THEM
MAXIMUM
PANEL
LENGTH
-L
Pij
TAPCDk
LAG SCREW
PANELMATE
FEMALE IQ
PANEL-
PLUS
Woco WSHM
t3"
13*
13'
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W
OR MOO)
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-
4 1/1.
4 1/2-
---..----
a 1/2.
6 1/2-
6 1/2-
2W (lop)
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on
LESS
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- - -7 ;be - --
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12 1/2-
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ISEE TABLE #1 FOR W. &S.D. DESIGN LOADS & %OX PAWL LEM7615-T01HEN SPNCER 0 13
I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
TABLE
it A .
ALSA DESIGN LOAD
MAXIMUM PANEL
LENGTH - -
40 PSF OR LESS
W-19,
- > 40 PSF TO 50 PSF
-
6'-2-
1 > 50 PSF TO 60 PSF
5.-").
A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
W/ PANEL MATE _FDAALE 0 OR PANEL MATE PLUS
ANCHORS At W/ " �P
.$RA.Pollhq,Q� 112- OX.
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- - ,
INSTALLATION DETAILS FOR LIFE SAFETY PANEL(l)
INTO POURED CONCRETE OR COKBETE BLOCK STRUCTURES
1/4's TN -CON POURED
"110 '11.�,- ... =- �- ANCHOR 0 91 b�C. * * ... on
0�`Jll, CONCRETE BLOCK - A:. COMCRETE BLOM
REQUIRED. �, e PEOUM�
��, I .;,- I
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UMMOHNIEL
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WT0 WOOD "^m BUILDING$-
MONOMN
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NPICATIAT ON THMI SPIEDULL too LAO LM TWJO
11011ATED
Oil SCHEVOLUE F&DUCE M40M SPACINIO By
POLUXIssit
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MOM FOR THIS OPGRONTION TO ME "MOLL
Notals SPAOW. OWAM UIINQ 0" SOMLL WCK K
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INS
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VOL WAL/sWINOOSMEMM
C.-ODWIS
- I
FLORIDA BUILDING CODE (Non Mah Velocity HurrIume
(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 OIL 5)
MAK, A.S.Dl
DCSOGN
PRESSURE
RATING
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wxmm ANCHORS SPACING no un ED. PER SCHEDULE BELOW *
ZIP
WIMAK
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A.S.O.
=10H
PRESSURE
RATING
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.-
APPLOCAW
To
a
Lutart.
11
IN.)
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EiNI3INlEE:RINC3 EXPRE880
PRODUCT EVALUATION RZINORT
Septernber 15, 2020
ApplIcation Number 17959.1 - R2
EX Project Number 20-31543
Product Manuhictuter All American Shutters and Glass
ManfulactuterAddresis 1540 Dome Road
West Palm Beach. Fl. 33409
Product Name & Description 24g& Galverized St" Storm Panels
Large M"Is I"Lliect Resistant
Scope of Evaluation:
This Product Evolustim Repon Is being issued in accordance with ft mquimrmnts of the Florida
Department of Bustriese and Projessfantal Regulation Tkarlds Building; Constrission) Rule Chapter
OIG20-1005. F.A C. for slailetwido acceptance per Method I(d) The product noted above him be"
tested and/or evaluated as suffirrairtzod herein to show compliance with the Florlds Building Code
Seventh Edition (2020) and is. for ft purpose Intended, at least oqt$va*r4 to that required by the Code
R*-evoluabon of this product *sell be required following partuarnit Florida Building Code Fraidificallons of
revision&,
Substantiating 008.
. PRODUCT EVALUATION DOCUMENTS
FX drawing 020.3 t543 Oiled '249a Galvanized Steel Storm Panels (HVHZ & Nor%-HVIH1Z)'. ithealls 1-5
prepared by Engineering Espress. signed & "aled by Frank Berouirdo. P.E, is an inlegial part of this
Evaluation ReW
- TIEST REPORTS
Uniform abbe structural perlionmence has been tested in accordance with TAS 202 laid standards per tat
row(*) OBT-ASG-17�001 by Bleckwallar Testing, Inc.
Larg mWalle impact resistance and cyok loading performance has been tested In accordance with TAS
201 TAB 203 test stenclards par test report(s) OBT-ASC;- 17-001 bir Blackwistat Testing. Inc
STRUCTUPALSHOOMNNOCALCULATMO
Structural origin" calculations have been prepared which evelade ft product based on
compendifivis andlor rationad analysis to quality the folb" design critems
I Musimum Allowable Sperm
2 Malifflum Allowable Spans
3 Mirilmum Gins Separation
4. AncAwSpiscing
160 SW 12'" Awe%ur SUITE 106, DEfi;t9JkLD BEACH, FLORIDA 33442
(954 ) 354-0660 1 (866) 396-9999
T1AN0ENGsN*Ej%INOExPReSS,coM
fiNGINFIftINGEXPRISS. CUM
ENGINEFFRIP,JG3
Page 2 of 2
All Anterican Shutters and Glass - 24p Galvanized Steel Storm Panels
No 33% Increase In allowable site" has boon used in the design of this product.
Separation from glazing Is not required W Installations outside of wind zone 4 and essential facillifea,
Impact Resistance:
Large Impact Resistance has been demonstrated as eViderseed in previously listed lost isport(s), ard is
accounted for in the eirgirifferiM design of this pioduol+
WInd Load Resistance
This product has been designed to reset wind too& as inclicaled in the spent schodule(s) an the
res"clivis Product Evaluation Document fil Le enginerenng drawing)
Instellatfon
This product %bell be installed In strict oomplance with ft fespocthre Product Evaluation Document (I a
engineering drawing). along with so components noted "sin.
Product components shelf be of Ow material spactled In dart product's respective Product Evaluation
Document (i.e. engineering drawang).
Limitations & Condlitlions of Use:
Use of INS product shelf be in strict accordance, with the respective Product Evaluation Document 0 9
enillnevirl" drawing) as noted herein
All supporting host structures shelf be designed to Postal 00 superirriposed looft end shall be of a Prialiedal
Irsted in this product's resperclive anchor schedule. Host structure conditions which are not accounted Iior
III INS product's respective anchor schedule shall be designed for on a sate -specific basis by a registered
professional engineer
All components which are pairtuartently tnob#ed shah be projected against corrosion. conterniftation. and
~ such damage at sit times
Thin; product has been designed W Las within arid outside the Ngh Valocity Hurnicanis Zone (HVHZ)
Respectfully
Frank Bermardo, PE
EklaiNEEFUNN; ExPREse
OPF004FI549 I Ceri Auth 9885
160 SW 12" AVERVI SUITE 106, Dfi[RFttLD BEACH, FLORIDA 313442
(9541 354-0660 1 (866) 396-9999
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INSTALLATION DETAILS FOR
INTO POURED CONCRETE, CONCRETE
SERIES
2000 E-Z HANG
BLDCK AND WOOD
S RM PANEL
STRUCTURES
"41* TARCON
CONCRETE BLOCK
"I'll PRI REOUPRIEV
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1 PANEL LENGM
10 (MASS I 10
SEPARATION
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OR
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CONCRETE BLOCK
REOUIRIED
REQUIRED
W&MR,
WALL MOUInNG
SCALE 3/8-1"
ALTERNOW
LZIN
SCALE 3/8-1"
is
Nows-, MIN. PANEL LENGTH
I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SF1JUJ BE 2 -6"
I
Z
471
PIT
I-,=
FLORIDA BUILDING CODE (Non Nigh Velocity Nut
24 GAGE GALVANIZED STEEL STORM PANEL
Suns Zono)l
tP
.
PRESSURE RATING +/- 40.0 1. AND 6'-0* MAX
PANEL LEHGTH�
- - GLOBAL PROTECTION PRODUCM, LLC.
STATE (,t�o IL ECO,mc
, 4
2. FOR NEW WOOD FRAME CONSTRUCTION: WOW
3 TYLLFT
A- 000I 3V S, TOM
IsAti. 'L. sm'.
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFW
M* 1.
DENSITY OF D,55 OR EQUAL
WiPs-
141
Petri 4 Or a
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HiVHZ)
_J
�_,PWIDIM UNUMITED
ERR TO PANEL SPAN)----
rOP MOUNT (CORN TYPI.
TYPE AS RIEQ1D)
OPTIC" 4120 STITCH
T
-11OLTS WITH WASHERED
WINGMUT'SFASTIENED
OVIALLAPS 0 MIO5PAN@(AJSe
�1� -
APPROPRIATE SPAN TABLE)
N
_7
PLAN V17
F-7
V
(CONP
110.3 VILA
MAYBE AT �7 0,375
- ."'M
iff"T'\ TYPICAL VERTICAL MOUNT ELEVATION
%QJ N T S.
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TOP MOUNT
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44
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TYPE
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ILOCATION MAY VARY)
LLLL IIIH I 1N.
BOrMM MOUNT (CONN-/
$PAN BELOW
TyPr AS RCQ'D)
OBSTRUCTION)
PANELS MAY ft AJOTCHID AS REQUIRED.
OPET ALW'-2DSMCH
DOLTS WITH WASHERED
PROVE OLD THAT CONNECTIONS AND
ANCHORS ARE USED INHICH SATISFY
WING NUTS rASTENED 0
SPANS ABOVE A. BELOW OBSIRI ICTION
OWMLARS 6 MI DSFAN (USE
APPROPRIATE SPAN TABIZ)
VERTICAL MOUNT
ELEVATION
t-2'\ (NOTCHED PANELS)
%%,V NJIS
ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
MINIMUM STORM PANU
'APAPLATION'ROM GtAi,
MV )U. WND I ONE 4 FSONTIA1 EACH I VFSI
DESIGN
ALWWARUII
INSTAL AIIUN5tFSS
INSIAI.IATK*,Giq,.qR
N"""t
SPANIta-)
FHAN30%MGRAOF
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WAN bLHtL)ULt NIL) I tb:
L. ENTER SPAPO SCHEDULES WITI- NEGATIVE
DESIGN LOAD rL FASTENER SPACING TO
I. #AND
DETERMINE 14AXIMUM ALLOWABLE STORM PANEL
S'AN SCHEDULE- IS ACCEPTABLE " USE WITH
00SITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS,
2 "PAKi FASTENERS* ARE STVD5 VSW IN
CON UNCTION WITH ALL MOUNTING EXTRUSIONS
('I""FAACK. 51VODEO ANGLE. ETC' I USE6ZS'
OC PANEL FASTENER SPACING TABLE VALUES FDA
ALL 14' AND"U"IMOERS (INCLUDING BUILD OUT
CONDITIONS)
1 LINE" INTERPOLATION BETWEEN LOADS IS
ACCEPTAME, OTHERWISE USE NEXT HIGHER LOAD.
GLASS SEPARATION NOTES:
I L44TER SPAN SCMW%M WITH POSITIVE DESIGN LOAD TO DETERMINE
MINIMUM ALLOWABLE SEPARATION MOM THE OPENING TO Of PROTECTED
2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY�
INTERPOLATION BeTWtEN LOADS IS ACCE"AbLE, OTHERWISE USE NhXY HIGHER
UOMI
3 Fool INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL
FACILITIES IN WM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT OQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING 15 REQUIRIED.
MAXIMUM ALLOWABLE -
-ej�
DESIGN PRESSURES:
FZ NOTED IN DESIGN
DESIGN NOTES: I 5TEDULES I
POSITIVE AND NEGATIVE If C LATED
FOR USE WITH TH 9 IST ?MSG L at DETERMINED PER
SEP ENG I 14WO IN "MM WITH
OF
.16 1 4 CHARR
,,, M Am
IW9 OF THE FLORIDA BUILDING E a
ORAUALTOTHE POSrrIyF OIL NCE&TIMEDISIGILL$6
P 4 COACT, VALUES LISTED MERL-IN FOR ANY
effsPILY Assmawis
GENERAL NOTES:
V131T Er-ALC.101316"
PIK 1 1:
11 I�P
*at
MINIM
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ANCHOR NOTES:
I kNCHOR SCHIOU 1.1 APPLIES TO KLL PRODUCTS MRIFIFIED HEREIN, BUT ONLY PROW ObS
MAXIMUM ALLOAAELA AACHCR SPACING. MAYINUM ALLOWABUIS"S AND PRMSQRfS INDICATED
I It SPAN SMEOULE SMALL APPLY .
Z INTER ANCHOR SCHEDU LF EASED ON PAW I FASTENE A SPAC ING. THE 6 XISTING ST 0 UCTURE
MATERIAL,11ANCHORT41PE SELECT DESIGN LOAD GRtATER THAN OR SCILIALTONEGATTV6 DESIGN
LOAD ON SHU1`7eR AND WLECT SPAN GREATER THAN OR EQUAL TO SHILITTKSPAICSILECT
CONNECTION ME BASED ON APPROPRIATE MOUNTING CDNDIYIC44 (SEE MOUNTING DETAILS ON
3 "PANEL PASITIPMERS' AM STUDS USED IN OWU PICTION WtTH ALL MOUNTING EnRUSIONS
("P'TRACK, STUDDED ANGLE, ffC) LISES-25-O.0 PANEL FA921YEASPACING TABLE VALUES FOR
ALL ` ANO'U`HLAIC�RS (INCLUDING SUILDOIrtCONOMONS)
4 ANCHOASSHA BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECIDPIMbNOATION&
5 HOLLOW 500k HOSTSTRUCIVRESHALLCOINFORM TOASMC90 %=.
6� MINIMUM ROLUMENT SMALL BE AS NOTED IN ANCHOR SCIHIFOULE,
7 MINIMU M EMBEDMENT AND WGE OISTA NCE CXCILU DES STUCCO, FOAM, BRICK, AND OTHER ALL
ADEQUATELY TOANSMOR LOADS rOHOST STRUCTURE
% CONCRETE AN04MS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAMD CONCRETE ONLY
9. WHERE ERISTINGSTRUCTUAIE IS WOOD FRAMING, EXISTING CUNDITIONS MAY VARY, FIELD
VEFEIPV THAT FASTENERS ARE INTOADEQUATF WOW FRAMING E*MSMS, NOT PLYWOOD. FASTENING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIrCES,
to. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENFIRShALL BE LOCATED IN
CENTEROF NOMW 2- X 4- (MIN,) WOOD STUD
Wr E DLST&NCE IS ACCEPTABLE FOR WOOD
FRAMING). WOOD STUD SHALL BE SOUTHERN G-OSS Olt dREATER DENSITY, LAG $011EW
5tHALL HAVE PHILLIPS PAN HEAD OR Hq HEAb.
It REMOVABILEANKMORSARE OSWALT PANILMATE, ALL-POINE13 SOLJO-W A GRASS SUSIALPIC
L2. MACWNE SCROWS &HALL HAW 1/2-04INVINIUM ENGAGeMENt OP 7MASA Us INTO THE BASE
ANCHOR ANO MAY HAVE EITHER A PAN HEA04 TRUSS HEAD OR WAFER HEAD (SIDEWALK BMW N�O
13. MINIMUM EMBEDIMEN I AND, EDGE DIST NCE EXCLU69 STUCCO OIL OTHER WALL FINISH
14, Ir DESIGNATES ANCHOA CONDITIONS WHICH ARE NOT ACCEPTABLE USES
RE"
Ls of . MOUNTING CCEIDITIONS_
1b. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHODULLS LISTED ON
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