HomeMy WebLinkAbout6346 Back Forty Lpiin ir v i m � � r. -, 1
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INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1.1
FIRST FLOOR PLAN
1.2
SECOND FLOOR PLAN
2
EXTERIOR ELEVATIONS
3
ELECTRICAL PLAN
4
ROOF PLAN
5
FOUNDATION PLAN
6.1
FLOOR FRAMING PLAN
6.2
ROOF FRAMING PLAN
7
SN
LINTEL PLAN & DETAILS
STRUCTURAL NOTES
ABBREVIATIONS
SN1
S3
DETAILS
DETAILS
AB or A.B. Anchor Bolt
FIX or FXD Fixed
RA or R/A or R.A. Return Air
ABV or Abv.
Above
FLR or Fir. Floor
RAD or Rad.
Radius
S4
DETAILS
AC or A/C
Air -Conditioner
FUR SYS or Flr Sys Floor System
RAG or Rag.
Return Air Grill
ADJ or ADJ.
Adjustable
FOM or F.O.M. Face Of Masonry
REC or Rec.
Recessed
S5
DETAILS
AFF or A.F.F.
Above Finished Floor
FP or F.P. Fireplace
RECEPT
Receptacle
AHU or A.H.U.
Air Handler Unit
FR DR French Door
REF or Ref.
Refrigerator
S6
DETAILS
ALT or ALT.
Alternate
FRT Front
REINF
Reinforcing
ST
STAIR DETAILS
BC
Base Cabinet
FT or Ft. Fool/ Feet
REOD or Req'd.
Required
BF
Bifold Door
FTG or Ftg. Footing
RM or Rm.
Room
SS
RETROFIT DETAILS
BK SH or Bk Sh
BookShelf
FXD GL Fixed Glass
RND or Rnd.
Round
D1
SECTIONS & DETAILS
BLK or BLK.
Block
GALV or GaIv. Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G.C. General Contractor
RS, R/S, R/SH or R&S
Rod and Shelf
D2
SECTIONS & DETAILS
BM or Bm.
Beam
GFI or G.F.1, Ground Fault Interrupter
SC
Solid Core
WP
WATERPROOFING DETAILS
BOT or Bot.
Bottom
GT or G.T. Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd. Gypsum Board
SGD
Sliding Glass Door
PA1.0
PRODUCTAPPROVALNUMBERS
BRGorBRG.
Bearing
HB Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC Hollow Core
SHT
Sheet
- — — — — — — — —
— — — — — — — — — — — — — - — — — — — — — — —
PA1.1
PRODUCTAPPROVALNUMBERS
CAB
Cabinet
HDR or Hdr. Header
SHWR or Shwr.
Shower
— — — —
PA1.2
PRODUCTAPPROVALNUMBERS
CIR or Cir.
Circle
HGT or Hgt. Height
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H. Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
SH1.0
HURRICANE SHUTTER PRODUCT APPROVAL
CLG or Cig.
Ceiling
HORIZ Horizontal
SPF or S.P.F.
Spruce Pine Fir
SH1.1
HURRICANE SHUTTER PRODUCT APPROVAL
CMU
Concrete Masonry Unit
HS Hard Surface (flooring)
SCI FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO In Lieu Of
SQ or Sq.
Square
SH1.2
HURRICANE SHUTTER PRODUCT APPROVAL
COL or Col.
Column
INSUL or Insul. Insulation
STO
Storage
COMM or Comm.
Community
INT or Int. Interior
SW or S.W.
Shear Wall
SH1.3
HURRICANE SHUTTER PRODUCT APPROVAL
COMP or Comp.
Compressor
KIWALL or K/Wall Kneewall
SYP or S.Y.P.
Southern Yellow Pine
SH1.4
HURRICANE SHUTTER PRODUCT APPROVAL
CONN or CONN.
CONT or Cont.
Connection
Continuous
KS or K.S. Knee Space
LAUN or Laun. Laundry
TB
TEMP or Temp.
TowelBar
Tempered
IE Il
17 7E:1 0 F] M D
U
SH1.5
HURRICANE SHUTTER PRODUCT APPROVAL
CSMT
Casement
LAV or Lay. Lavatory
THIKN or Thilen.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F. Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL Lintel Length
TOM or T.O.M.
Top of Masonry
DB
DBL or OR
Door Bell
Double
LT Laundry Tub
MAS or Mas. Masonry
TOP or T.O. P.
TP
Top of Plate
Toilet Paper Holder
El ElE] E:l
DCF
Decorative Cementitious Finish
MAX or Max Maximum
TR
Towel Ring
00
DEC or Dec.
DED or Ded.
Decorative
Dedicated (outlet)
MC Medicine Cabinet
MFR or Mfr. Manufacturer
TRANS WDW or Trans.
TYP or Typ.
Transom Window
Typical
DIA or Dia.
Diameter
MGT Management (room)
UC or u.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min Minimum
UCL
Under Cabinet Lighting
DIST or Dist
Distance
MIR or Mir. Mirror
UNO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
ML or M.L. Microlarn
Vorv.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono Monolithic
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro. Microwave
VERT or Vert.
Vertical
DV or D.V.
DryerVent
NTS or N.T.S. Not to Scale
VL or V. L.
Versalam
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E. Owner's Entry
VTR or VTE
Vent through Roof / Exterior
MEAN ROOF 15 FT. HIGH TYPICAL
DWorD.W. Dishwasher
OPNG or Opn'g. Opening
Worw Washer
EA or Ea.
Each
OPT or Opt. Optional
W/ or wl
Wth
FOR SINGLE STORY HOMES
ELEC or Elea
Electrical
PC Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
PED or Ped. Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH Phone
WD or Wd
Wood
MEAN ROOF 30 FT. HIGH TYPICAL
EW or E.W
Each Way
PKT or Pitt. Pocket (Door)
WDVV HDR or WDW. HDR.
Window Header
FOR 2 STORY HOMES
EXP or Exp.
Expansion
PL or P.L. Parallam
WH or W. H.
Water Heater
THIS DRAWING AND DESIGN IS VALID
FXT or Ext.
Exterior
PLF Pounds per linear foot
WIC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PUSIT SHLF or Pit. Sh. Plant Shelf
WM or WM.
Wall Mounted (plumbing fixture)
FOR 12 MONTHS AFTER THE DATE IT
FDN or Fdn.
Foundation
PILT HT or Pit. Ht. Plate Height
WP
Water Proof(ing)
IS SIGNED AND SEALED OR WHILE
FFB
Finsh Floor Break
PSF Pounds per square foot
WS
Water Softener
CURRENT CODE IS VALID
FG
Fiberglass (Shower Pan)
PT or P.T. Pressure Treated
VWVF
Welded Wre Fabric (Mesh)
CODE REFERENCES ARE SUMMARIES
FIN
Finished
PW or P.W. Pre -wire
FIN FLR or FF or Fin. Flr.
Finished Floor
PWDR or Pwd. Powder Room
REV. 06.23.22
OF CODE SECTIONS.
I
I
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
PLAN
REVISIONS
DATE VERSION DESCRIPTION
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
04/25/12 1.00 NEW BASE PLAN
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
06/25/12
2.00
GRADE BEAM FOUNDATION
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
08/26/15 3.00 2015 NEW CODE UPDATE
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
03/06/18
4.00
FBC 2017 CODE UPDATES & MODEL UPDATES
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.
05/30/19
4.01
MOVE KITCHEN DOWN, ADD 6" WALL AT REF.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
12/19/20
5.00
FBC 2020 CODE UPDATE
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
1525
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 Engineefjs knowledge, information and belief,
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE: 1/4" = V-0"
VENEER KEY PLAN
SCALE: 1/4 "=1'-0"
NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
VARIES, 2" LESS THAN
CABINETS BELOW
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CABINETS---------,
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CABINETS
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OVERHANGS THAT
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SCALE: 1/4" = V-0"
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SHAPE CMU
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G.T.
2-01'
HB
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46
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H B
tGARAG\E
- - - - - - - - - - - - - - - - -
M N[ - - - - J- -J- 1-60-70-OVERHEAD DOOR
F_
19'-8"
C\1
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X254
S.H.
13
20X38J
18JX37i
S.H.
14
20X501
184X50
S.H..
15
20X63
184X624
S.H.
16
20 X 72
18 4 X 714
S.H.
11-12
27 1/4 X 26
26X254
S.H.
11-13
27 1/4 X 38
26 x 37 1
S.H.
1H4
27 J X 50 1
26 x 50
S.H.
11-15
27JX63
26 X 62 1/2
S.H.
11-16
27JX72
26 X 71 112
S.H.
22
37JX26
36 J X 25 112
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 J
36JX50
S.H.
25
37JX63
36JX62 1/2
S.H.
26
37JX72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52 4 X 37 J
S.H.
34
54 X 501
52 JX 50
S.H.
35
54 X 63
52 4 X 62 4
S.H.
36
54 X 72
52 JX 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
<e(2)
>
- 2X8 #2 SYP W/ 1/2-
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
RAG
(2) - 2X4 #2 SYP W/ 1/2"
FLITCH PLATE
I
Follow Q/S4. See Plan for
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
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET'
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
FIRST FLOOR PLAN - A.
SCALE: Y4"=1'-0"
General Notes
R302.5 Dwelling/Garage Open ing/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance With sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
I 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
FIRST FLOOR LIVING AREA 721 S.F.
SECOND FLOOR LIVING AREA 807 S.F.
TOTAL 1528 S.F.
GARAGE 397 S.F.
LANAI 60 S.F.
ENTRY 30 S.F.
TOTAL SQ. FT. 2015 S.F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONIC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-19 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
G.C� TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineees
signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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STAIR CALCULATIONS:
B TOTAL RISE = 10'-0 3/4"
42" KNEE WALL (16) RISERS AT 7 -9/16"
WITH 1X8 CAP 10" TREADS w/ 3/4" NOSING
& CASING
3/4" PLYWOOD--\,,, USP MP3 CLIP EA.
STRINGER TO BEAM/
DECKING FLOOR SYSTEM TYP.
FLOOR SYSTEM
141,
113�, 9
12'�
1 011
42" KNEE WALL WITH
9-� 1x8 CAP & CASING
STORAGE 8' B
mo? UNDER 36"H. CONT.
60 STAIRS 7' GRASPABLE
1xTREAD RAILING
(TYP.)
1x RISERS 1 x8 CAP &
(TYP.) CASING
op 3
2x FRAMED - 2x FRAMED 04 2 (3) 2x12
WALL WALL STRINGERS
'r--
2x4 #2 SYP. P.T. THRUST BLOCK --/*I
W/(2)- 1/4"x 3 1/2" TAPCONS @
16"o.c. AND 3" FROM EA. END.
TYP. STAIR SECTION_
SCALE: 1/4" = l'-O"
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the dear 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 % inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
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. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11 A 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.
SEE PLAN FOR LANDING DEPTH
MIN. (3) 2x STUDS R
@ END OF LANDINC
BELOW HDR. BEAM
STANDARD (3) 2xl
STRINGERS W/
SIMPSON A35/USP
MP34 CLIP TO
FLOOR SYSTEM 0
LANDING FRAMINC
(2) 2x HDR.
REQ'D @ ENI
LANDING FOF
STRINGERS'
CONNECTTC
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
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 1/2"
TITENS @ 16" O.C. MAX. FOR
MASONRY WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S. 9'-0" MAX LANDING LENGTH
CONT. HANDRAIL
RETURN TO_
WALL DETAIL-
B SCALE:NTS
4)
3.
Sim. w/ (1)
MSTAM36
FLAT STRAP
OWNER'S
SUITE
8'-0" FLAT CLG.
CARPET
G.T.
5-4- 40 S-5" ----701 1
D2
TYP. @5
25 SH tCONERS
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- - - - - 4
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-DRYER VENT
THRU ROOF.
LAUN
8'-0" FLAT CLG.
-TILE
1140C
R FV 10. 1 20 CAR
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-011
2x4
SYP #2
16" O.C.
SPIF #2
91-011
2x4
SYP #2
16" O.C.
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN 9�-O", THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-O"END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
@ 12" O.C.-
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS -
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18JX254
S.H.
13
20X38J
184X37i
S.H.
14
20X50J
18JX 50
S.H.
15
20X63
18JX624
S. H.
16
20X72
18 J X 71 J
S.H�
1H2
27 1/4 X 26
26X25J
S. H.
1H3
27 1/4 X 38 J
26x37i
S, H.
1H4
27JX501
26 x 50
S.H.
1H5
27JX63
26 X 62 1/2
S. H.
1H6
274X72
26 X 71 1/2
S.H.
22
37JX26
36 JX 25 1/2
S.H.
23
37JX38i
36 J X 37 3/4
S.H.
24
37JX50i
36JX50
S.H,
25
37JX 63
36 J X 62 1/2
S.H.
26
37 1 X 72
36 4 X 71 112
S. H.
DOUBLE 2 WIDE
75" TALL
734WIDE
S. H.
32
54 X 26
52JX254
S. H.
33
54 X 38 J
52 J X 37 J
S. H.
34
54 X 501
52JX50
S. H.
35
54 X 63
52JX62J
S.H.
36
54 X 72
52 4 X 71 J
S. H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79X59
N/A
S.H.
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
<e>(2)
- 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP WI 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W1 1/2"
FLITCH PLATE
<e>(2)
- 1 3/4" X 11 1 /4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
RAG
(2) - 2X4 #2 SYP W/ 1/2"
FLITCH PLATE
Follow Q/S4. See Plan for
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
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
rA �
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
1
140 MPH
6
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 1 -39.7
SECOND FLOOR PLAN - A
SCALE: Y4"==1'-0"
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 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fail prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fIr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
I I I I I 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
1 ST FLOOR LIVING AREA 721 S.F.
2ND FLOOR LIVING AREA 807 S.F.
TOTAL 1528 S.F.
GARAGE 397 S.F.
LANAI 60 S.F.
ENTRY 30 S.F.
TOTAL SQ. FT. 2015 S.F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-1 9 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-1 1/R-1 3 KRAFT FACE
(GARAGE / LIVING)
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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T.O.P.
FIN. FL
T.O.M.
FIN. FLR.
ALL TRIM LINE
ARESCORED
HDR.
�FG_T.
FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTURER
SPECIFICATIONS
6068 SGD
FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTURER
SPECIFICATIONS
12
��5.9
35 SH
A -----------------------------
REAR ELEVATION - A
SCALE: 1/4" = V-0"
12
�:� 5.9
-------------------------------
6"
mc�or�P. I./
FLASHING
24 SH k
12 25 SH
4
FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTURER
SPECIFICATIONS
12
��15.9
6-0" RIDGE VENT
12
Z_�5.9
-------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - T. 0. P.
HDR.
EXTERIOR PLASTER
7ON FRAME
EXTERIOR PLASTER
ON FRAME 9 00
Ci F_
FLASHING
12 FLASHING—\
25 SH -___j3 12
------------ -
12
4 FIN. FLR.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _�TO - M�
- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CJ / WEEP
- - — - - - - - - - - - - - - - - - - - - - - - HDR. "-TEXTURED
CEMENTITIOUS
FINISH ON CMU
0?
TEXTURED ;0 60
CEMENTITIOUS C?
FINISH ON CMU &D
C='4 ;0
25 SH 25 SH
% FIN. FLR.,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RAISE BANDS
OR FOAM PER
COMMUNITY
SPECS
EXTERIOR PLASTER
ON FRAME
U U "—TEXTURED
CEMENTITIOUS
FINISH ON CMU
SANDED
;0
//-FINISH
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FRONT ELEVATION - A
SCALE: 1/4" = V-0"
T
00
FIN. FLR,
Z_T.O.M.
TEXTURED
CEMENTITIOUS
FINISH ON CMU
FIN. FLR.
FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTURER
SPECIFICATIONS
6-0" RIDGE VENT
LEFT ELEVATION - A
SCALE: 1/4" = l'-O"
EXTERIOR PLASTER
ON FRAME
ci 1H3SH Ci
12
4� FLASHING
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12
1��5.9
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fl-
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CJ /WEEP CJ / WEEP
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1113 SH
12
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RIGHT ELEVATION - A
SCALE: 1/4" = V-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTMI C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTMI C1063 or C1787, or as otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"A" crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coals,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTMI C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714, The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
9 At wall and roof intersection.
9 At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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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.
150A1200A INDOOR
PANEL CENTER
01 #14 to lights & outlets
NEMA 1 01 #12 to applianm and GFI
150 AMPI
200 AMP 0 #10 to WH
10 #8 to Range
10 #6 to HVAC
METER
n150=2/0
200 amp =r200=4/0 in 2" Conduit
150 amp
UNDERGROUND Disconnect
SERVICE BY POWER CO., 4 Bare Cu Ground
INTERSYSTEM
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 110-200 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
CODES AND THE LOCAL POWER/UTILITY COMPANY.
1. Electri I outlet heights as measured from finished floor to niter line or the box to be: 16 Ar r kgeneral).
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" oenterline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, Wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National ElectrIcal Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilafion to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6'of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
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SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
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LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
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EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[CH]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
7TV 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
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OPT. CEILING FAN
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STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
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STRENGTH
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SHEEr NO.
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TYP. @
LOW ROOF
U.N.O.
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
AND SPEED (ULTIMATE) 140.0 M=
AND SPEED (ALLOWABLE) , 108.4 M
XP
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WINE) AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
(SQ FEET) VALUE DENOTES SUCTION [4:12]-(12:12]
a=4ft
4
P%nr-p% rNIjur I 2n er a ae ar
HIP -35.94 1 -49.57 1 -49.57- -49.57 1
10 —
� GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 -60.99 78,581
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: 316" EXP. 1 CY16) or 1Y3j'EXP. 1 OY16)
TILE: 1%2" EXP. 1 (12/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
IA/IYLJ AQT%A CAAA7 DCDC-Al 1AA -3iq n v31- MAII 0 nD ACTRA ClOr7 0000 ". 41)A- MAII 11
% . . I - k X. 1
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=4ft
GABLE ROOF > 20 TO 45 DEG.
(4:12]-[12:12]
UPLIFT CONNECTION CROSS—REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
I
9 - 1 Od x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795(2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10- 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA90
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
IFGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
w/(12)WS3WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5t8' ANCH. / (26) 10dxl-1/2"
HTT5
5795
5WANCH. /(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'
X21/2"SDSWOCD
SCREWS & (1) 5/8- ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
—
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
—
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMEN .
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ SIMPSON "SET"
EPDXY
—TMYTWS
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
W7P2YT0 S NKERS &
(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 SINKAE
&
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Cd x 1 1/2*
Spi
555
535
10 - 10d
SPT22
735
8 - 1 Od
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2 1
590
555 1
12-1 Od x 1 1/2"
1 HHCP2
1 680
1 570
1 (20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 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. 1 28"x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48- OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1 1.��
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR
INTERSECTIONS. SPLICING rw/ 2
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION,
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
1fl(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
2 P IN N N N +
,�YCAR,�IER—J
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DETAILS
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SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, information and belief,
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Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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SHEET NO.
6.1
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TyP.
U.N.O.
L-------------------------
'P. @ HIP
)RNERS
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft
1IND SPEED (ULTIMATE) 140.0 MPH
/IND SPEED (ALLOWABLE) 108.4 MPH
XI __.- - - C
77FECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:121-[12:12]
AREA ROOF 1 2e 2n 2r 3 3e ar
HIP -35.94 -49.57 -49.57 -49.57
10 7�
GABLE -38.22 -38.22 -60.99 -60.99 60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C� ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O�C IN FIELD
ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O�C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 346" EXP. 1 (24/16) or IV32" EXP. 1 R16)
!!LE� %2" EXP. 1 (3311'6)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32-% SHEATHING SHALL BE FASTENED
1AIMU AC�RA Cl&a7 M11MO n-2 4nA ni/n n 4,)1- KIA11 C r%0 AC'rkA CIV07 0000 nA 'P 113n- KIA11 Q
x . I k .. 1
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 (I)PLY
1795 (2)PLY
9 - 1 Od x 1 1/2"
B
HETA1 6
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 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) 3/4" x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 1 Od x1 -1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
wl (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" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2'
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT - M
4940
3555
w/ (16) 1/4"x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
SIMPSON SET W/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4"x 3"SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22-10dx(1)5/8"ATRw/12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8"ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
—
V
- (2) LGT2
4060-M 3770-F.
3500-M 3240-F
w/ (32) 16D SnqKERSW—
LUGT2
31 00-M 4520-F
31 00-M 3800-Flw/
(32) 16D SINKER—S-U—
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
1 555
535
10- 10d
SPT22
735
8 - 10d
SP2
1 1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
1 590
1 555
12-1 Od x 1 1/2"
HHCP2
1 680
1 570
(20)10d x 1-1/2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24-
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3"GUN
NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR
INTERSECTIONS. SPLICING [ L/2
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)
OR 2 PLY
ARRIER
2 PLY CAR +
1�11ER—J —(A)
x CONT LED EIR
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN — ELEV — A
SCALE: Y4"=1'-0"
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is
only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 23-02469
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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-1-Intels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed LJ360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPRNED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MATERIALS
16 GAUGE POWERS
1. rc precast 11 tels = 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi wt
4. maximum 318" aggregate and 8" to 11 "slurnp.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
5. Concrete masonry units (CMU) per ASTM C90 wl
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1. Refer to manufacturer's specifications for in'tal ation.
a I
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel 1. prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7132 wire per ASTM A51 0.
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.
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
A bonding agent must be applied to the Steel Box lintels prior to
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND Is
applying the cementibuos 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)
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
UPLIFT
CONNECTOR
TYPICAL
(SEE PLAN) -
HOOK LINTEL
REINFORCING
INTO SIDE
VERTICALS -
PROVIDE STD.
900 HOOK W/ MIN.
25" LAP SPLICE
ON EA. END-,
PROVIDE
KNOCK -OUT
BLOCK FOR FIRST
COMPLETE CMU
COURSE BELOW
SILL & FILL SOLID
W/ (1) #5 BAR
CONT. PRECAST "U" LINTEL
FILLED SOLID W/ 3000 PSI GROUT
(SEE LINTEL PLAN FOR MINIMUM
GROUT TO BE SIZE & REINFORCEMENT)
FLUSH WITH STANDARD 90
TOP OF WALL---\ /-DEGREE HOOK
7, .7-
-lit
PROVIDE 3"x3" HOLE
IN BOTTOM OF
PRECAST LINTEL TO
EXTEND WALL REINFT
THROUGH AS REQ'D.
REBAR BOTH SIDES
. If k.
REBAR BOTH SIDES
OF OPENING U.N.O.
OF OPENING U.N.O.
12" OR LESS
T V'�
.a
INSTALL MIN. 25" LAP
SPLICE BETWEEN WALL
REINF. & LINTEL TOP STEEL
AT EACH SIDE OF OPENING
- TYP. CONT. BOND BEAM
8" x 8" x 16" K.O. LINTEL
BLOCK FILL w/ 3000 PSI
GROUT w/ (1) #5 DIA. REBAR
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SEE FOUNDATION PLAN FOR-/
FOOTING REQUIREMENTS
SEE FOUNDATION PLAN
FOR LOCATION
INDICATES
FILLED CELL
FROM FTG. TO
BEAM w/ (1) #5
BAR
801 x 8" x 16"
CMU U.N.O.
TYP. DOWEL
25" MIN LAP
(AC1530)
.SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS -
SCALE: 1/2"= T-0"
REVISION 10-19-16
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4'-6" LL
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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 engineedng portions of the drawing pages bearing
Engineers signature and seal.
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NO: 23-02469
SCALE : AS NOTED
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOAD$. 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(61 OMM) 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 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5fTMS 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.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE -rrH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1. DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED:
120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE:
150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK:
55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD:
20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS:
11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS:
12 PSF
2.1.7.
BALCONIES & DECKS:
15 PSF
2.1.8.
TILE ROOF
TOPCHORD:
15 PSF
BOTTOM CHORD:
10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD:
7 PSF
BOTTOM CHORD:
1OPSF
2.1-10.
FLOOR TRUSSES
15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD:
250 PSF
2.2.2.
GARAGELOADS:
40 PSF
2.2.3.
PARTITIONED ROOMS:
40 PSF
2.2.4.
BALCONY AND DECKS:
60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS:
40 PSF
2.2.6.
SLEEPING ROOMS:
30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM:
40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM:
20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE):
10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE):
20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAI L
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C', IMPORTANCE FACTOR"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3,4.
DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26', #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:
3'
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1 V
GROUT FILLED MASONRY:
Y4"
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.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksj
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):
31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES,
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS 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. AND TIE DOWNS:
-FASTENERS
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 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 protedion 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. Irrigationts
grinkler systems including all risers and
spray hea s shall not be installed within 1' -0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 518"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made forms. Permanent forms
with permanent metal or plastic must De
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C and mortar along the foundation perimeter
3e7ncrete ovep
must be removed be ore exteno soi treatment.
I
sy
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-1)" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vprlical chemical barrier must be install,?� after
is landscaping
construction complete, including and irrigation. Any so isturbed
after the vertical barrier is applied, shall be retreated,
12, FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin epartment
b licensed control before issued.
a pest company a certificate of occupancy will%9
Tge certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 -After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROILAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineees 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 beadng
Engineers signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4"-l" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:-) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
16GAxl-1/2" LONG (3/4%1"
CROWN) STAPLES @ 6"
O.C. VERT INTO STUDS
(NOTED THUS:-)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
101-011
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 000
51
-Ool
CD
STUB -OUT FOR
LO
GAS METER 0 0o -1
9
0
— — — — — — — — — — -- — — — — — — — AV — — — — — —
MEASUREMENTS ARE FROM FINISHED FLOOR
-IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12"OFF-CENTER
GAS CONNECTION DETAIL
' ry**
COUN
"ONLY APPLIES TO HILLSBOROUGH AND PASCO
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
71-51-
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10-41
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16--51'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
191-31'
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
61-11'
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-0t,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
'IT-011
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
1514"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
L
2x lumber
I —
Double 2 x — lumber
-
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL STD. 900 HOOK BOND BEAM
Lu
CONT. #5
STD. 900 F7
CONT. #5 BAR
i HOOK
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKINGfrJI
MASONRY WALL OR
INTERIOR BRIG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION
@ INT. BRIG. WALL
N.T.S.
1/8" min Small gap 2" min.
2" max '
"
.
max.
/71
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/PIywood/OSB web stiffener 2" min.
4) Place joists together and nail from each side with 2 rows of 10d nails requ
re
w
en
n
cate
or 4" max. 16
6-1
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers With side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pff max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
consideration. Check
wall or beam below.*
local building
code for appropriate
details in
One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" N Od) nails at 6" o.c.
Q�r,� Provide adequate bearling
for each lapped joist.
Od nails
SECTION @ INT. BRIG. WALL
N.T.S.
I-4V FINJILLQ
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
D DIMENSION OF LARGEST HOLE
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
3K Ild
or drill flanges
Web Stiffener Fastener Scheid�ulej
Joist Bearinq ocation
Series � Depth 1 End Intermediate,'
BCI 5000sp
9-1/2%
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s
BCI 6500 SO
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
—
14-
2-8d
5-8d
16"
2-8d
6-8d
BCI 60so
111-7/8"
2-8d
3-8d
1 14"
2-8d
1 5-8d
2-8d
6-8d
BCI 90s8
111-7/8"
3-16 d
3-16d
14"
5-16d
5-16d
"
Rd
6-16d
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls: - for vertical load transfer Plul
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
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset In
up to 3" to avoid
vertical plumbing e.
3" max
JOISTS OFFSET
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
A ROUND HOLE MAY 6-11 DO NOT CUT HOLES
6" 6
BE CUT ANYWHERE IN LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
=-row
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am
MR
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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.
Joist hanger
SIMPSC
w/ (22)
NAILS T
5/81
THRU
BOLT
SIMPSC
w/ (22) -
NAILS T
RTRUSS
'OP PLATE
ice
TYPICAL SIMPSON MGT TO
BUILT—UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
:_ AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) 11-11 1:__1 11-111
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
4
SEE PLAN FOR 7"
7
FOUNDATION INFO 4
STEM FOUNDATION
GRADE
Filler block.
Nail with
10-10d nails.
Backer block required where top
a X.
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer blockshall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0 6 X Joist
ID depth
I —JOISTS BUCKETS
N.T.S.
REINIF SEE PLAN
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
REQUIRED)
w/ (18) 1 Od x 1 1/2"
NAILS
10A
x 1 1"
UPLIFT 1015#1
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
I I r— r%V' 1 r% A I 'V"l 1 M 1 1 11" L I r%
MIM111'
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' _0"
CENTERED @ PIPE
PLUMBING LINE
PENETRATION
L
A 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
F/_
4
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4
1 617 .4
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SEE FND. PLN.
SIZE & REINF.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specificallons 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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5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH \-TRUSS
BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR %" GYP. TYPE "X" @
BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS.
CONNECTIONS.
8"x8"x1 6" NOMINAL BLOCK WITH
TOP PLATE
S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
TOP PLATE
2x BLOCKING HORIZONTALLY@
(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16"
U2
O.C. U.N.O.
SIMPSON SP2 w/
"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
1/2" CDX PLYWOOD OR 7/16" O.S.B.
(12) 10d NAILS
U.N.O.
FOR UNDERLAYMENT
@ 16" O.C. W/ (2) 101-0" (R302.1 1)
16d TOENAILS T & B
SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1)
5/8"' x 10" "J" BOLT @ 24" O.C. w/
2"'x3/16" PLATE WASHER (TYP.)
x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-0- (R302.1 1)
REQUIREMENTS SEE R905.1.1
1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"x`12" TITEN HD @ 24"
PRE ENGINEERED WOOD
APPLICABLE.
;2�
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.)
NSULATION PER CHART ON FLOOR PLAN
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
SLAB & BLOCK
EDGES, AND @ 12" O.C. @ FIELD
"SIMILAR AT FOUNDATION ONLY"
ROOF FLASHING AND ROOF FLASHING
HURRICANE ANCHOR @ EACH
@ 6" Mj�� FROM END OF 2 x PLATE
E
SIMPSON SP1 w/ (10) 1 Od NAILS
518"' x 10" "J" BOLT @ 24" O.C. W/
IF NOTED, THIS REFERS TO THE
SIMPSON SP1 w/ (10) 1 Od NAILS
COMPONENTS TO BE IN ACCORDANCE
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
2"Ox3/16" PLATE WASHER (TYP.)
STEP, SIZE OF FOUNDATION AND
w/ R903.2, FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.) WWF OR FIBERMESH
A
ELEV. 01-011
OIL
(ALT: 1/2"x`12" TITEN HD @ 24" P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT
2x P.T. BOTTOM PLATE
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
TE
A. F. F. ""
O.C. OR 5/8"x10'WEDGE ANCHOR x x 1.4
INCLUDE THE WALL
6 x 6 W1.4 x W1.4
SHINGLE ROOF, SHINGLES TO
A
211
@ 24" O.C.) WWF OR FIBERMESH
ATTACHMENTS 211
WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
I F
ELEV. 4-3 lf2" z
_V9
3 1/2" MIN.
3 1/2" MIN.
D3161-CLASS F, IN
-M] R
2x4 CONT-.7
A.F F U_
1 7-
L
A
'112"(min.)-
12
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
1
b
C14
1/2"(min.)
00
Im
2�
go
4"
51LF5LI F
TYP.) V ARIES
ZTY P 7.)
CODE 7TH EDITION (2020)
=1 I
GARAGE DEPTH VARIES
1/2"(min.).- 4:11
3 /2"(min.) - 4' iv
RESIDENTIAL
III
8"'
T7
INSULATION LE
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
(2) #5 CONT. 41' 1-41' 8"
(2) #5 CONT. 4" 4
8"
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT rG G��
GARAGE SLAB AT STEP B�
-3
U.N.O. MIN.
TYPICAL BEARING WALL STEP (cb SHEARWALL rc
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP rcc
ELEV. VARIES
SEE TYP. WALL SECTION SCALE: 3/4"=V-101" �, �3
SCALE:
3/4"=V-0" � �3
"SHEAR WALL" SCALE: 314"=1'-0" �3
SCALE: 3/4"=V-0" �� �3
5/8" OR 1/2" HIGH
ALUMINUM DRIP
STRENGTH CEILING EDGE
BOARD PER CODE (OR 5/8"
"X"
LUMINUM FASCIA
GYP. TYPE @ GARAGE
W/A HABITABLE ROOM 12"
N.O. 2x SUB FASCIA
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
qds-
ABOVE) W/DRYWALL
EE STRUCTURAL
NAILED W/ 8d COMMON NAILS @ 4" O/C
SCREWS @ 7" O.C.
SOFFIT SHEET SS
/-2xS.P.F. S DS) 1 O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
40�
00
CEILING & 8" O.C. WALLS
-
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS@ 16" O/C
\,�N, 6\3--
8"x8"X16" KNOCK -OUT
LOADBEARINGOR I,-,-
INSULATION PER FBC AND ENERGY
10
2x BLOCKING HORIZONTALLY@
INSULATION PER
BLOCK W/ 1 #5 CONT.
EXTERIOR WALL
8"C.M.U.
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
CHART ON FLOOR
FILLED SOLID W/GROUT
Vx P.T. STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
SEE S : ECTION C/S3 FOR
10'-0" (R302.1 1)
PLAN
It
,It
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
1x2 P.T. HORIZONTAL
C.M.U. TYPICAL
SEE CC/S3 OR 04
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2" GYP. W13 (MIN.) @ GARAGE
NAILER
G/S3 FOR ANCHOR
'OR
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL
SIMPSON SP1 w/ (10)
SIDE IF APPLICABLE.
STD. 90-HOOK (SEE DETAIL)
'IS"
BOLTINFO.
5/8"4"J" BOLTS BOLT
@ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O. BLOCK
1 Od NAILS
5/8"DIA EXPANSION BOLT @24
TYPE MORTAR
3N
(IF NO UP LIFT ON
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
ARCHITECTURAL
FINISH
*SIMPSON SP1
(6) 1/4"x3 1/4" TAPCONS
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP]
x
#5 REINFORCING X
SPACE ANCHOR
3500#, MIN. TENSION 2600#)
wl (10) 1 Od NAILS
SPACED EVENLY
FIBERMESH
WEEP SCREED INSTALLED
1< _j
BAR
BOLTS 6" MAX FROM
6x6W1 4xW1.4
C14
TYP.
2x P.T. PLATE
PER MFR INSTRUCTIONS
Uj
x 0
END OF 2" x PLATE
WWF OR FIBERMESH
W F
1x2 PT WD FURRING @ 24- O.C.-/
ASSUMED FINISHED
ci
E
#3 OR #4 REINFORCING BAR
X UJ
/ 0
L Ill P ��,
11 - ,
�GRADE
GRADE
#3 & #4 LAP SPLICE
40 MIN. Fy= 40ksi X
><
1/2" GYPSUM WALLBOARD-""�
A t>
FINISH GRADE 00
[GRADE
60 MIN. Fy= 60kSil X U)
Ills
9
U.N.O.
(1) #5 VERT. IN FILL
MONO OR STEMWALL,
;2�
25" MIN. LAP [30" MIN. LAP]
;m_
CELLS(SEE
FOOTING MONO SHOWN
x
x LU
UJ
b
FOUNDATION PLAN
FOR LOCATIONS)
FOR CLARITY
00
6 MIL VAPOR t> 1%
OP
27 A-
#5 REINFORCING BAR
x C/)
R 17/8" x
1x4 P.T. BASE NAILER
4"x4" INSPECTION
P
CN
#5 LAP SPLICE
x
X_
(2) #5 CON
3 1/4" BASEBOARD
PORT AT EACH
NOTE:
*FOR BEARING WALL
7
COMP. SOIL. (COMPACTED TO
36" MI N. LAP (36- MIN. LAP]
ON 3" CHA
114" V.
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
10.1
(TYP.)
MIN. 2500 PSI CONC. SLAB
MIN PSI MAY VARY PER
AT GARAGE CONTRACTOR
U)
D1557)
4" 1'4"
X x x x \ x x . ..... .... .
REINFORCING BAR
#5 STD. 90 HOOK
MUNICIPALITY.
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
1 1
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
CONCRETE SIAB W/ 6X6
W1.4=1.4 WWF OR
/-NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION
rD
TYPICAL EXTERIOR FRAME WALL FOOTING E�
REBAR DETAILS
rF
WALL w/ UPLIFT rG
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
11
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=J.-011
� �3
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/4"=V-0"
SCALE: N.T.S.
� �3
SCALE: 3/4"=V-0"
.9 - I
SLAB INFORMATION.
SLAB INFORMATION.
�E =t I
X
00
VARIES
6 x 6 W1.4 x W1.4
SEE PLAN
11/2" RECESS FOR
6 x 6 W1.4 x W1.4
.. . ...
:-:9
0?
3 1/2" WW F OR FIBERMES H
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
T-1
6 MIL VAPOR
Z
min.) 4"--\
z
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
BARRIER
t>
4
GRADE
AT 24" O.C. MAX. x
SEE PLAN FOR x
CONNECTION INFO
A
4
COMP. SOIL.
;0
I P_--j I I 1
jk
TOP OF BEAM "q-/
& LAYOUT DESIGN
(COMPACTED TO 95%
M
9121=1 �1�4p
1) #5 REBAR w/ OPT'.
SEE ROOF PLAN
ci
A A
A
A
'I
MODIFIED PROCTOR
AST M D1557)
I I - F71 I M I T I I
I I N I _Ij
t�Mt �t,-NCLOSURE
1 -1
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
= E
M
41
Y MIN. CLR.
A
(2) #5 REBAR CONT.-/ 1-4" (1 STORY)
CONNECTION INFO
ON 3" CHAIRS TYP.
14" (2 STORY)l
STD. 90 HOOK (SEE
DETAIL)
MIN.
P.T.
IV-8"
U.N.O.
z--W
/ PLATE
2x4 #2 SYP P.T. FRAMING w/
'
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6
81'
TYPICAL WALL SECTION
rA
TYPICAL THICKENED SLAB EDG E
/-w,711,6' 1
3.
z
ATTACHED PER NAILING
FOR REINF. INFO.
SCALE: 3/4" V-0"
SCALE 3/4"=V-0"
1\ �3
Cn 0
<
SCHEDULE
OPTION #1
1/2"GYP. BD.
COLUMN LOCATION
SEE PLAN FOR STRUCTURAL
SEE TYP.
WALL SECTION FOR ADDITIONAL
P.T. 2x
SLAB INFORMATION.
HOLD GYP. BD.
W
COLUMN SIZE AND BASE
rM
1/2" FROM SLAB
Uj
W
CONNECTION INFO.
SLAB STEP & RECESS Iva) S.G.D.
Alk 01-011 CONT. BEAD SEALANT
SCALE: 3/4,11-011
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND ---j-
<
DOOR TO RECEIVE BLOCK WALL BEYOND
BLOCK WALL BEYOND
INTERIOR
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
q MASONRY WALL AND
PAVERS / DRIVEWAY
EXPANSION JOINT
-3 1/2" dK
SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
CONCRETE SLAB--\ 14" O.H.D. RECESS
13" -rO.H.D. RECESS
=Ir
I-F
GARAGE
COLUMN TO PORCH SILL
ATTACHMENTS & 18/D1 :c:
AT 8" 0. C.
PAD FOOTING
PAVERS�
r
CONCRETE NAILS W 1 1/2"
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS
EMBEDMENT @ 12" O.C.
W/ DRYWALL SCREWS @ 8"O.C.
TO FOUNDATION PAD
7
A
STAGGERED, FROM BOTTOM
INSULATION PER CHART
z
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL
MAT REINFO
4
--- I
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
ON FLOOR PLAN
CONT. BEAD SEALANT
W
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
z
GRADE
:� . '4"
EI;
L
o?
4"
TENSION 120#) CONCRETE SLAB,,,,,
Uj
FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W1.4
W
SIZE AND REINFORCEMENT)
LU
=
I W
00
WWF OR FIBERMESH c,
A
11.1
(n
K W
WW
W U)
z
0 & 9
2
BRICK PAVERS or SLAB PER
0 =
2� <
SEE A/S3 OR J/S6
..
SEE A/S3 OR J/S6
Cl) 6 MIL VAPOR
WMMKI I
0'-0" FIN. FLR.Ah
COMMUNITY SPECS
U_ 0
W
N��-FOOTING <
FOR REINF. INFO. _3"MIN. CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIER
BEYOND
1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
V-4" (1 STC RY)
PAD REINFORCEMENT—/
SCHEDULE)
3" MIN. CLEARANCE
1'18" (2 STOR
V-8" (2 ST RY)
4" 4"
.4.
SEE FOUNDATION
(SEE
FOOTING WIDTH
CONC. PAD INFO.
SEE SCHEDULE
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG. rK
TAPERENOLUMN FIR MING rCD12
PATIO AIL rN
COLUMN FTG. DET
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 7 �3
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
�3
SCALE: 314"=V-0" �3
SCALE: 3/4"= V-01��
SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition, Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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C*4
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN 1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER—\ SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION
CONNECTION SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
---2x DEADWOOD@ MID
POINT w/ (3) 12d
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/81, 8" 75/81, 8"
-SOLIDVAREAS ARE
TONEAILS SPACED
STEELAND GROUT
EXTERIOR FACE OF BLOCK
DOUBLE 2x TOP EVENLY
PLATE WALL IS 1 1/2" MAXIMUM INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
,--TO BLOCKING
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S. P. F. STU DS @ 16" 0. C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W1
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
I AS REQ'D
2x BLOCKING @ MID
-is F�-� POINT EVERY OTHER
STUD W/ (3) 10d NAIILIS,.r��_
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING __"�
__1
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
BLOCKING (TYP.)
�_ROOF
2x P.T. PLATE
TRUSS
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
UPLIFT CONNECTOR (SEE SCHEDULE)
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
MOISTURE BARRIER
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. HOOK IN K.O. BLOCK
90A
KNEE WALL ABOVE MASONRY WALL
DETAIL rF
7 5/81, 8"
—1 FF
(t—F DOOR OPENING Fm —�] DOOR OPENING
TO DRAIN
EXTERIO
WALL
WALL CLEAN —OUT
n
SCALE: N.T.S. 11
1\ �, v
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
rD
TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT
SCALE: N.T.S. � �4
KNOCK OUT —
NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1
FOR CONCRETE PLACEMENT
\ 7
Von
MEN
11
IN
MEN
NOTES:
(DFILL 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.
(D 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.
G
S4
SCALE: N.T.S.
1\ �4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL---�
LU
>
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
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
K/S4
GARAGE ENTRY FORM DETAIL
SEAT FOR BLOCK IS POURED
2x6 MOUNTING BASE
SCALE: N.T.S.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
TROWEL FINISH SEE
GENERALNOTES
GARAGE DOOR ROLLER GARAGE DOOR TRACK
SLOPE FORWARD
CONNECTION ASSEMBLY
FOR DRAINAGE
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
I
SCALE: N.T.S.
,/'4
SEE PLAN FOR FOOTING
-.,"POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING R E
DIMENSIONS
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
GARAGE ENTRY FINISHED MASONRY DETAIL
rp
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
� �4
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
96 3/8"
88"
71"
58"
41"
34"
10.1
6 3/4"
3 1/2"-
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8xl6 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
FOP
iARAGE
iOOR
uw�IA
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
40
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
T-16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xlO" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\—(l) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER 9 EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
""-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE WITHOUT UPLIFT
WALL HEADER DETA
IL rQ
SCALE: N.T.S.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATE
RESISTIVE BARRN�
SIMPSON SP2 w/ (12) 10d
r.
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
LB'LOCKING
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2x TOP PLATE-/
V2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
MAIN SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL----
W/ STD. 90' HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /0'
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 -7 NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4116d TOENAILS
TO YOP PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
. . ....
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
�4
F= 2240 LBS
SIMPSON SIMPSON SIMPSON
SP2 SIMPSON SP4 SP2 ]
SP4
I
2X STUDS @ 24" O.C.
A
r LT
518"x`10" "J" BO
24 MAX.
O-CiR
. '�2) P
MIN
BOTTOM PLATE
SECTION k2X P.T.
X-� PLATE
SP4
TRANSOM FRAMING
SEE SECTION ANS1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
SIMPSON
SP4
�-NAILED
INTO
TRANSOM
TRANSOM FRAMING
FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
SIMPSON
SPI
SIMPSON
SIMPSON
RECESS
SP4
SP4
LINTEL
SIMPSON
SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SP4
r SIMPSON
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/00"i
SCALE: N.T.S.
1.,,14�
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8"
DOXIEDA.T.R.
t & NUT
'OXIED A.T.R.
t & NUT
3XIED A.T.R.
t & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
2X8 P.T. BOTTOM PrE"�
5/8"x`10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
. . . . . .
-
ROOFTRUSSABOVE
F 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"XlO"J-BOLTS
O.C.
@ 2-0
-MASONRY WALL
10d NAILS @ 4
- 10d NAILS @ 6" O.C.
STAGGERED A
STAGGERED
0 0 TRANSOM FRAMING
N BEYOND.
- - - - - - -
-PLYWOOD FASTENED TO TRUSSES L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
OIC BOUNDARIES 6" OIC EDGES SHEATHING
10
& 8" O/C FIELD
L ll s
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2X6 WALL, USE —PLYWOOD
SP8 FOR 2X8 WALL) 0 SHEATHING
SIMPSON SP2 w/ (12) 10d NAILS MASONR I
Y_ 0
SIMPSON SP1 w/ (10) 1 Gd NAILS WALL BELOW 0- 518"Xl 0" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
I
5/8"xlO" "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
REV. 06.24.22
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and
seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NO 23-02469
SCALE AS NOTED
SHEET NO.
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SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (A
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END.
2x4 #2 SYP BLK`G @ 16" O.C. w/ (2) 16d NAILS EA. END.
2x4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END.
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 91' SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
FASTENERS. (MIN. FIRST 4 BAYS)
AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
AND FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL W/
SCHEDULE FOR SHEATHING DETAIL (2)1 6d NAILS
rMAX
UNSUPPORTED,
IF >9" SEE 10/S5
BACKNAIL v�/ (2) 16d NAILS
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
MAX 9"
UNSUPPORTED,
BACKNAIL w/ (2) 16d NAILS
MAX 9"
7
x SEE STRUCTURAL NOTES AND NAILING
IF >9" SEE 10/S5
SEE STRUCTURAL NOTES AND
UNSU'PPORTED,
SCHEDULE FOR SHEATHING DETAIL
NAILING SCHEDULE FOR SHEATHING�
IF >9" SEE 1 O/S5
41* ± X
45*
DETAIL
45*
SEESTRUCTURAL
NOTES AND NAILING
2"X4" CROSS BRACE-� -7
2x4 CR08S BRACE
SCHEDULEFOR
APPROX. 8" FROM
APPROX. 8" FROM
SHEATHING DETAILV 2x4 KICKER
KERN
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
RIDGE FASTENED AT
@4,KI
8 _O�O/C
@ 8'-0- O/C.
EXTEND AT LEAST 90% OF
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
EACH JOINT W/ (3) 10d
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
FROM RIDGE FASTENED AT
EA. END
1" BRACE TO EXTEND
FAT
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
EACH JOINT w/ (3) 10d & (2) 10d
TOE NAILS END
(NOT REQ'D WHEN
LEAST 90% OF WEB
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
I
FROM LEDGER TO
@ EA.
GABLE IS 4'-l"OR
LENGTH (SEE TABLE)
SILL
1/2" CDX PLYWOOD OR
(2)1 Od TOE NAILS @ EA. .
liv *t:/
BLOCKING
- 2x FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
7/16" OSB SHEATHING
END I -\ -
GYPSUM WALL BOARD
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
ATTACHEDW/10d
GABLE TRUSS
"11�1/2"
CDX PLYWOOD OR 7116"
@ 48" OIC FOR THE
(2) 16d
7/16" OSB SHEATHING
NAILS @ 6" O.C. EDGES
2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
CDX PLYWOOD OR 7/16"
,,-1/2"
OSI3 SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7
OSI3 SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6- O.C. EDGES AND 12"
f
10dXT' @ 3- O/C
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 10d NAILS @ 6" O.C. llcwt ==I
AND 12" O.C. FIELD
END TYP. TOP &
BOTTOM ATTACHED
O.C. FIELD
EDGES AND 12" O.C. FIELD TNT
(2) 16d NAILS
2x4 "T" ON TOP OF PANEL
INTO 2"x6" P.T. PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
W/ (2) 16d TOENAILS - - - -
2x4 "T" ON T6P OF PANEL BLOCKING,\
2"4" P.T. SILL
NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48"O.C. FOR'-\
t
2x BLOCKING
k
BLOCKING, FASTEN WITH
FASTENWITH 10dx3" @ 4" O/C SPACED
WEEP SCREED
1/2" x 8" "J" BOLT @ 48" O.C.
THE FIRST (4) ROWS OF TRUSSES
2x4 "T" ON TOP OF PANEL
1 Odx3" @ 4" O/C
@ 48- O.C.
r INSTALLED PER MANUF.
WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
BLOCKING, FASTEN WITH
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
I
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'- 0"-"----
O C MAX / MIN 4" EMBEDMENT IN KO BLOCK
INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS
1 Odx3" @ 4" O/C
TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
SIMPSON SP2 w/ (12) 1 Od
2A BLOCKING_' —2x47 BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTAC H E D
10d NAILS 4'
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S. �S5
2x47' BLOCKING
2x4 BLOCKING @
48" O.C.
16d NAIL
1" BRACE ATTACHED -
W/ 1 Od NAILS @ 4"
TYPICAL
4
L
A
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL/_6
\,�5�
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" OIC
GABLE TRUSS
TRUSS VERTICAL
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
. . . MOISTURE BARRIER
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
& 1/4 "x2 1/4" TITEN 4'-0" O/C ALIGNED WITH
-2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
DBL. TOP PLATE
NAILS AT EACH STUD
, . ,;
STUD WALL (SEE TYP. SEC.)
(2) 2"A" 1" BRACE
FASTENED WITH (3
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
(4) @
16d PER SIDE
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,,
GABLE WEB SECTION r2
SECTION
SECTION r4
"T"
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
SCISSOR GABLE BRACE(_ 7�
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
�, �5
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
1\,�5�
AS PER HIB 91 SCALE: N.T.S.
L TITEN ON OUTSIDE
REV. 06.08.22
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9"
REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED,
ON SHEET S5 FOR IF >9" SEE 10/S5
M
X-BRACING, AND TOP SEE STRUCTURAL-
04
CHORD BLOCKING ;o go NOTES AND NAILING
INFORMATION SCHEDULEFOR
E SHEATHING DETAIL BACKNAIL w/-/
__j �
WOOD TRUSSES - -111. 1--1- (2) 16d NAILS
60 00 2"x4" CROSS BRACE ----
IF'
APPROX. 8" FROM
2X4 RAT RUN BRACING
RIDGE FASTENED AT rl" BRACE TO EXTEND
AT 24"O.C. ON TOP OF EACH JOINT W/ (3)
BOTT. CHORD FOR 4 AT LEAST 90% OF WEB
TRUSS SPANS
NAILS @ EA. END
10d & (2) 10d TOE LENGTH (SEE TABLE)
ATTACHED W/ 2 - 16d A TRUSS
1/2" CDX PLYWOOD OR 7/16"
AT EA. TRUSS JOINT 2X4 PANEL BLOCKING
(2) 2" x 4" LAM I NATIONS W1 (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OSB SHEATHING ATTACHED
@ 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 W/ 10d NAILS @ 6" O.C.
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 ES AND 12" O.C. FIELD
O/C W1 (2) 16d TRUSSES FROM EA.
NOTES: END TYP. TOP & JACK TRUSS
TOENAILS @ EA. END
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR
I -
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS ONNECTION
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 (SPACE AS SHOWN FOR 3-PLY)
2x4'7 ON TOP OF PANE
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2A BLOCKING W/ FF
EXT. WALL CONN. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS U
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
NON LOAD BEARRG LOCATION
rD
SECTION
TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS
r8 r9
SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" �5 __4
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S.
S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
rj_,N�
SCALE: N.T.S.
TOENAIL i
(2) 16d NA
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK'G @ 16" O.C.
(2) 10d x 0.131"
TOENAILS EA. SIDE
CONT. 2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON —DROP
GABLE END DETAIL
(**—, �0
SCALE: N.T.S.
�, �5
GABLE TRUSS
E5
1- BRACE W/ 1 Od @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
AND LOCATION)
6,9 MAX.
S5
S5
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
6" OVERLAP
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rM
SCALE: N.T.S. S5
"12'BRACE W/ 10d @ 4"OIC
(SEE SCHEDULE FOR SIZE
AND LOCATION)
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) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
W
\-BRACING W/ (3) 1 Od X 3" AT
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2'x4" (U.N.O.)
1" BRACE
74" (U.N.O.)
1" BRACE
2411
0-0" - T-O"
T-0" - 61-011
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4-xl 117 SDS
SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS
TO PLATES (TYP.)
/—GABLE TRUSS
STUDS@ 16" O.C.
GABLE END BRACING DETAIL SCALE: 34"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 W/ (12)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
E
S5
20'-0" MAX 20'-0" MAX
'WBRACE SEE DET. J/S5-i CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
Ll
P-
1110
0
cc
M
M
a:
z
NOTE: ORD 2X4 #2 SYP BRACING
OP H
T(
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
@ 16�0.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
LBOTTOM
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2)"T " BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4-4- O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
rL
AS PER BCSI
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential An Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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A
SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO
2ND FLOOR FRAME CONNECTION
SEE XS-6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
'END SHEATHING TO
IF BEAM OR GIRDER
TE W/
I O.C.
OR TRUSS/JOIST
1 ^ -
zx 0 1 UU0 I
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUS11
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
15/32" OSB
Ar,
T
EXPOSURE1
SHEATHING
x
PROVIDE
BLOCKING AS
REQUIRED PER
o SECTION X-X IF
NOT FULL
HEIGHT SHEET --A
z
11
Z�FLOOR SYST M
(2)- 2x TOP PLATE
BEYOND
_T Tl�_SHEATHING
15132" OSB
EXPOSURE1
Lu
Lu
OLID 2x
U)
BLOCKING @ ALL
C
SHEATHING
U)
EDGES (SEE
OPENING
RECTIONX-X)
LU
0
uj
111 14—
E
2xSTUDS
Lu
IT
Td1II
11
11 10
BEYOND.
--SEE
PLAN
I IL
1II_j —I
I I
0
co
'-2x4 P,T. BASE
\__Gl__'HORIZONTAL PLATE BEYOND
2x RIBBON OR VERTICAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
FLOOR CONNECTION B 3/8" "S" = NAIL
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-101" SPACING
FOR ADDITIONAL INFORMATION.
3/4" 112"
S 1 12" S
S 1/2"
4S,
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATT H PER NAILING SCHEDULE. PANELED SWILLNEEDTOBE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMV
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
w
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN Ys",
z
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
0
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
Z
LL X
@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wi 8d COMMON NAIL.
0 F-
@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
U)
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
@
wl 8d COMMON NAIL
w 7) W 2
0
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
CF
�: 0 W-
0 0 'n
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
W� M
2
@ (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL
W 0 LL
(4 Lu 0
MEMBER IF GABLE END
!..� X
_07
NOTE:
8d NAILS FOR WALL SHEATHING MUST BE M IN � 13 1 " X 2 11Z
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
SIMPSON LSTA24 STRAP wl (8) 1 Od x 11/2"
BUC
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
ROOF FLASHING AND ROOF FLASHING
FOR UNDERLAYMENT
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
SPF TURNED VERTICAL w/ 7116"
FLITCH PLATE TO w/ (2) 12d
COMPONENTS TO BE IN ACCORDANCE
REQUIREMENTS SEE R905.1.1
JOIST AT EA. STUD
PROVIDE CONTINUOUS
(8) 10d NAILS TO
TOENAILS EA, END. NAIL FLITCH
w/ R903.2, FLORIDA BUILDING CODE
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
2nd FLOOR WALL
BLOCKING FROM B.U.C.
TO MASONRY BELOW
STUD PER STRAP
PLATE TO VERTICAL W/ (4) 8d NAILS
7TH EDITION (2020) RESIDENTIAL
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
2"x BOT. PLATE W1
(2) 8d NAILS @ 3- O.C.
STAGGERED FOR SHEATHING
ACCORDANCE w/ ASTM D7158-CLASS G or
(2) 1 Od @ 6" O.C.
FLOOR SYSTEM
12
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
SECTION X-X
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
BAND JOIST
INSULATION—
ROOF SHEATHING - SEE
I
NOTES: USE
BAFFLE
SCHEDULE - [RSH1 - ON
FRAMING SHEET FOR
*SIMPSON LTP4 w/
LTP4 & EXTEND
SIMPSON MSTAM36
C
WALL SHEATHING INSTALL.
INSULATION P
SHEATHING AND FASTENERS
(12) 8d x1 1/2" NAILS
SHEATHING TO
BOTTOM OF RIM
& NAILING SCHED.
CHART ON FLOOR
@ 24" O.C.
PLAN
ALUMINUM DRIP EDGE
BOARD/BAND
REVISION 12-7-2020
1 st FLOOR WALL______�
JOIST FOR
ALUMINUM FASCIA
SHEAR WALL
5/8" OR 1/2" HIGH STREN i GTH CEILING
2x SUB FASCIA
S I M PSON LSTA24 STRAP w/ (8) 1 Od x 11/2"
ONLY.
(6) 1/4" x 2 1/4" TITEN
MASONRY WALL
BOARD PER CODE W1 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
SEE STRUCTURAL SOFFIT SHEET SS
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
SCREWS TO MANSONRY
CEILING & 8" O/C WALLS
ATTACHED WALL SHEATHING TO
JOIST AT EA. STUD
WALL PER STRAP
1/2" GYP WEI
(2) TOP PLATE W/ 8d @ 4"
WOOD TO MASONRY
2-ROWS 12d NAILS
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
O.C., 2 ROWS
1X2 NAILER
2ND FLOOR FRAME CONNECTION
E�
CONNECTION W/ MSTAM36
K'L L
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @
I
STAGGERED@ 12" O/C FOR
CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A
_j PLYWOOD SHEATHING
@ WOOD 1ST FLR. SCALE: N.T.S.
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
�6
2x CRIPPLES @
2"xl 0" OR GREATER HEADER
2X BLOCKING @ EA. WALL
_j
=) Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
UPLIFT CAP = 928 PLF
16" O.C. W/ (2) 12d
SHEATHING JOINT
FOR MORE INFO
SHEAR CAP = 355 PLF
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
SEE J/S6 FOR ADDITIONAL INFORMATION.
REQUIRED CONNECTION
16" O.C. 2X S.P.F. STUDS
0 Cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
(2) 2x HEADER SEE PLAN
2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
L
't
_j LAYER 1/8" THICK.
UW=i
1 Od NAILS @
e INTERIOR HEADER:
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
UE
'ji — INSULATION PER
8" O/C TYP.
BOX HEADER
(1) 2x SILL PLATE W/ (2)
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
CHART ON FLOOR PLAN
I
12d TOENAILS
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
11
-
I
I
DOUBLE 2x
e EXTERIOR HEADERS:
COMMON @ 6" C/C TO ONE SIDE OF THE FLOOR TRUSS FOR
rB �R
I
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED
4R
TYPICAL (U.N.O.
12d TOENAILS
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL
���S6
__,\
o OPENING LARGER THAN 4 FT:
DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL
,
SPACER
(1) 2x SILL PLATE w/ SIMPSON
AREAS.
BLOCKS
LS30 w/ (6) 1 Od x 11/2" EACH SIDE
FLOOR SYSTE
111
ETAL SEAT
ER PLAN
0
OR FELT
2x STUDS TYP.
HEADER SUPPORT
PAPER FOR
TRUS
NO.
OF JACKS & STUDS
MOISTURE
P.T. BOT. PLATE
RECI. AT OPENINGS
. 41.
BARRIER
ISTRAP
[2x4
2x4 RIBBONS
16,
FLOOR TRUSS
OPENING
2" x 4" WALL
2"x6"WALL
STRAPS
1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8"
EAM
SIZE
JACKS
EA END
STUDS
EA END
JACKS
EA END
STUDS
EA END
SIMPSON
GYP. TYPE ")C@ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
it
L
V4
(1)
(2)
(1)
(2)
(1) LSTA30
CEILING & 8'O/C WALLS
STD. 90 HOOK (SEE DETAIL)
4'-9'
1 (2)
(3)
(2)
(2)
(1) LSTA30
1/2" GYP WE,
8"x8"X16" CONC. KNOCKOUT
"T" CORNER
SEE PLAN FOR REQUIRED
g'-16'
1 (3)
(3)
(2)
(3) 1
(2) LSTA30
INSTALLATION PER
BLK, W/1#5 ROD CONT. FILLED
TYPICAL "T" AND CORNER
CONNECTIONS
CHART ON FLOOR PLAN
SOLID W/GROUT
LOAD BEAR I NG/EXTER IOR FRAME
NOTE: LAP SHEATHING TO BOTTOM OF
ARCHITECTURAL
DETAILS
N
DETAIL (FLOOR
TRUSS) O�
WALL HEADER DETAIL
10�
BAND JOIST TYPICAL
FINISH
SCALE: N.T.S.
(P
SCALE: 1 1/2"=V-0"
� �6
',,, �6
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
UJ
0 4"x4" INSPECTION PORT AT
U_ :1
= (L EACH FILL CELL TYPICAL
Lu
1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR
BASEBOARD LO TO CUT BLOCK OR POUR
MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
MUNICIPALITY 410 6" BELOW GRADE
/FINISH GRADE co
A
1-11 IT
Go
6x6 W1.4xW1.4 CD z
WWF OR FIBERMES11
STD. 90 *HOOK
(3) # 5 REBAR ON 3 CH \1 (SEE DETAIL)
W/3" MIN, CLEARANCE 14" 1 V-8"
TYP 2—STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=V-0" 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
SEE FRAMING __�WEEP SCREED
PLAN INSTALLED PER MANUF.
2"x4" CROSS BRACE @ 48" SIMPSON HETA20 wl (8) 1 0dx1 1/2"
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"x4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR 4-L
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
NOTE: SEE TYPICAL WALL SEE SHEATHING
SECTION C/S3 FOR SPECS ON FLOOR
ADDITIONAL INFORMATION
",_112" GYP. W.B. MIN. @
2x BLOCKING HORIZONTALLY— GARAGE SIDE IF APPLICABLE
@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 1 V-13" (R302.1 1) EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3116" PLATE WASHER
NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.)
2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
7Ar
A'q A
-.4 A
'A
I I i;—MI I Wj�=,jl � �- (3) #5 CONT. ON 3"
CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION 'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0"
ADDITIONAL SLAB INFORMATION.
S6
2x BLOCKING HORIZONTAL'�
@ INTERVALS NOT
EXCEEDING 10'-0" (R302.1 1)
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ TDIA,
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
4.
A
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Ce)
JEE 4
A, A.. 0.
(3)#5 REBAR ON Y CHAIR—/
W/3" MIN. CLEA, MCE
ALTERNATE FOOTING
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 w/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
00
FINISH GRADE
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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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).
STRINGER MUST MAKE FUL
CONTACT WITH LANDING
FLOOR
JOIST
SIMPSON A35 OR
LSC EACH
STRINGER
1 3/4 x 11
Z VL
2x4 UNDER STRINGER-/
GLUED AND NAILED TO
LANDING
CEOF 6R�
2x4 CUT ON BEVEL
DOES NOT BEAR IN
D D WALL GLUED TO
2x8
F
2x4 UNDER STRINGER GLUED AND
NAILED TO LANDING BLOCKING
x8 SYP
D
2X4 PT NOTC
INTO STRINGER
D 7
H
2x8 SYP
J i 111 -.--2x8 Rl OCKING FOR STRAP
L-1x4 blocking
SIMPSON MSTA21 W/ (16) 1 Od NAILS
Y^E --%,
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE-7, To',
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN 114"
AND 1/2" GAP TOP AND -
BOTTOM, GLUED AND
NAILED TO STRINGER
2xl 2 TREAD
GLUED AND
NAILED
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS�-
2X4 SYP BLOCKING
FOR STRAP (SIMPSON
MTS12 w/ (14) 10d x I
1/2" NAILS)
j2x
DRAFT
S P
2X4 PT NOTCHED INTO !Ptrl
V-2x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONED
NOT TOUCH STRINGERS
INTO FLOOR NTH GLU:!-[�� E /
AT STRINGER CONTACT 2X4 BLOCK I N KN EEWALL FOR 2xl 2 NAI LI NG
POINTS
X4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: 1'-O'�
ALIGN THIS STUD WITH
FACE OF 2ND RISER
F71
2x SYP CUT TO FIT
BEARS IN WALL
------2xl2 SYP
BEARS IN WALL
—2x6 SYP
2x4 SYP BLOCKlNG
FOR STRAP
2x4 PT NOTCHED INTO STRINGER\----/ (SIMPSON MTS1 2 w/
AND NAILED TO FLOOR WITH GLUE
(14) 10d x 1 1/2"
AT STRINGER CONTACT POINTS
NAILS)
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN I -
4
AND J" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2X4 BEHIND RISER
BLOCKING FOR
��1x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
2x4 DRAFT
RISER AND TREAD
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER [SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
1 17/77/7
�:::Vx4 BLOCKING FOR 2x12
2-x4 PT UNDER 2x12
PROVIDE JMOISTURE
CT
PROTECTION
TT 0 TS
LZATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" x
T PCt
0 M "0 C
2 TAPCONS @ MAX. 32" O.C.
rl I jil=� tl
A
\—ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/ J" X NAILED TO STRINGER
2 J" TAPCONS @ MAX. 32" O.C.
SECTION VIEW "All SECTION VIEW "B"
29 V. = 1 1-0.1,
SCALE: 1 V-0" SCALE:
2x8 STRINGER MUST MAKE [ALIGN THIS STUD WITH FACE OF 2nd RISER
SYP FULL CONTACT WITH LANDING
zu
TOP OF
STRIN
SIMPSON A35 OR
LSC EACH
STRINGER
ON BEVEL
2x4CUTW
DOES NOT BEAR IN
WALL
GA
GER
TREAD—,__.
7 ------------------
1x4 GLUED AND NAILED TO STRINGER '0
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
2x SYP CUT TO FIT STRINGERS
--
G
o�z
BEARS IN WALL
2X12 SYP BEAJ
SIMPSON A.35
IN WALL 2X4 BLOCKING FOR 2X12 H�,
2x4 PT UNDER 2x12 OR LSC EACH
2X6 SYP
2X4 SYP BLOCKING,
FOR STRAP
(SIMPSON MTS12 wl
2X4 PT NOTCHED INTO STRINGER
(14) 1 Od x 1 1/2"
AND NAILED TO FLOOR WITH GLU
NAILS)
AT STRINGER CONTACT POINTS
1---� '1�
SECTION VIEW "ID"
SCALE: 1 V-0"
FILLER STRIPS ADDED 'PLYWOOD
GLUED & SCREWED
PLYWOOD DECKING
x SYP CUT TO FIT
BEARS IN WALL
I
_-------2xl 2 SYP
FEE4 BEARS IN WALL
BULLNOSE DETAIL
SCALE: I"= T-O"
-2x4 GLUED
AND NAILED
SECTION D-D
SCALE: 1 1'4;
-3/4 PLYWOOD
ON DECK
—2x8 SYP GLUED
H 2X4 SYP BLOCKING
AND NAILED TO
FOR STRAP
FRAMING
(SIMPSON MTS12 W/
(14) 1 Od x 1 1/2"
2X4 DRAFT 2x12
NAILS)
STOP TREAD
GLUED
AND
S P
2x
DiFT
2x4 PT NOTCHED I Ell,
\42X8 SYP DRYWALL STOP MUST'
STRINGER AND TAPCONED \
NOT TOUCH STRINGERS
INTO FLOOR WITH GLUE---` �
AT STRINGER CONTACT Lx4/GLUED AND NAILED TO STRINGER
,,fOR DRYWALL SPACING
POINTS
B
I H
SECTION VIEW "Ell
y^E SECTION VIEW
SCALE: v-0,;
SCALE: V'= V-0"
-3/4 PLYWC101
ON DECK
—2x8 SYP GLI
AND NAILE1
FRAMING
2x4 DRAFT
STOP
2X4 BLOCKING
C
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER -
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W1 SIMPSON H3
VIC11
SECTION VIEW
-
SCALE: 1 V-0"
FLOOR TRUSS OR CONN. TO
\ GIRDER, FIELD VERIFY OF NEWEL
PER CONT
F-
7
- (2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
OSI3 OR PLYWOOD
FROM JOIST TO JOIST. USE
OR I t%116" LVIL
2 X 12 BLOCKS, GLUED ANC
ATTACHED W/ 12d NAILS
NAILED TO JOIST.
@ 6" O.C. TOP, BOTTOM
AND VERT.
NEWELPOST
SECTION VIEW "Gll
SCALE: I"= V-0"
SECTION VIEW
^F \1 6,
SCALE: J" = v-0,;
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: I"= V-10"
JOINT
LTO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
JD NAILED TO
WALL BELOW
�L POST LET INTO
tOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
JOINT
LTO
)ISTS)
H
2X STRINGEiR
2X BLOCKING
PSON MTS 2 w/
1 Od x 1 1/2" NAIL
S
�DOR 2X BLO--1NG
3 D 71
R I SIRR
VARIES,.4
ECTION VIEW 111-111
SCALE: 1 V-0"
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drawings comply with the 2020CFalohdacou
ng o a -
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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2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN.
EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
2 x 8 45^ DIAGONAL
BRACE(S)
BUILT UP PLWD. BUCK
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH
CONNECT W/ 8d NAILS
U
DOOR JAMB (REFER x4 1/2" DRYWALL
DOOR JAMB (REFER r-1 X4
/2" DRYWALL
DOOR JAMB (REFER
1x4
1/2" DRYWALL
F
P T
P.T.
TO PRODUCT
TO PRODUCT
TO PRODUCT
, 4 )N
'Ot
APPROVAL FOR C NN.
(11 t411\4
APPROVAL FOR CONN.
t
I_1x4
APPROVAL FOR CONN.
-\-I X 4
E
3-1/4" LONG X 3/116"0
1:1
1 1 x4 P.T.
FURRING
3/16"0 X 3" LONG
TAPCONS
E FURRING
(2) ROWS 3/16" x 3-1/2"
'*4"2X8
FURRING
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C. & 4"
2X8
BLOCK@ SPACING
1
DETAIL
O.C. 2-ROWS INTO 1x8
P.T.
Im
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
JYR
1X8
PER MANUFACTURE
MASONRYTHROUGH 1-1/211
DETAIL
1 x8 w/ (2) ROWS 8d NAILS
3" DETAIL
1x4 P.T. & 1x8 P.T.
STAGGERED @ 12- O.C.
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN,
N
1x4
1x4
1/2" DI
1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN
TO PRODUCT
F
TO PRODUCT
2" EDGE DIST.
E DIS7
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
11
1
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
k2'.'ED:G:
11
TAPCON @ 16" O.C, &
L
END w/ MIN. 2" EDGE DIST.
IST
FURRIM
4" FROM EACH END w/
2x8 P.T.
W16
ATTACH SECOND PLY w/
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1063"
2x8
1). ME711-All
1) 1 IA" nC=All
STAGGERED @ 12" O.C.
-4-1 IAII r)PTA 11
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
1/4"MAX
'T
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2'-0'
8d NAILS AT 8" O.C. AT BUCK
(4) 10d NAILS INTO
2 x 8 BRACE/ BLKG.
7/16" OSB
CUT HOLE IN O.S.B. FOR
ARCH PANEL
POLY -CELL IN THIS AREA
(4) 1 Od NAILS INTO 2 x 8
BRACE/ BLKG.
2 x 4 SOL
D BLKG. (
WI
O
)
.
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
� �S
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2x8VERT.BRACE(S)
BUILT UP PLWD. BUCK - —
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW----'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
— SECTION
A -A
8"
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (111/4" MIN.
EMBEDMENT INTOI�.)
/4" MAX
2'-0"
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B. ON TgEz�-�-
INSIDE TO ALLOW FOR INSULATION -----------
TO BE INSTALLED
7/16" OSB ARCH PANEL
"-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
THRU OSB INTO 2 x 8
13-13 ARCH DETAIL
SCALE: N.T.S.
�, �S
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8"
EQUAL
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
MAX. 8"
PROPER INSTALLATION
FILL SOLID
BOTH CELLS
#5 REB,
(TYP,)
STD. 90'
HOOK C
r7L
L111
71
....
—
NOTCH WEB AT
FIRST 2 COURSI
.APACtTY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"A 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4M." WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 112" HID TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
LL
(5) 12d NAILS
IMPSON
2X6 TO 2X4
H2.5A W/ (10)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1 41. EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
���P/ER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
. ..... >
N
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
S ALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
#2 CONT
(MATCH T
.
..---
IF TRUSSES USED) W/ (2) #6 X 4%' WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
SCALE: 3/4" V-0"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W * W M AT PERIMETER
WHERE THIS CONDITION
OCCURS
#5 CONT. TOP & MID
WITH MIN. 3" COVER 61-0"
4
GRADE
7
Cn
z
C,4
(2) #5 REBAR. (11 -STORY)
(3) #5 REBAR. (2-STORY)
16" MIN. (1-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21 SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
�R
YP.)
rHE
�S
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
11101111"
4#
#5 REBAR (TYP,)
4# 4*
90- HOOK (TYP.)
IOTCH 1WB @ FIRST COURSE
4k
FILLED CELL INSTALLATION H
SCALE: N.T.S. Ss
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
2x SUB FAS
CIA
ALUM DRIP EDGE
ALUM FASCIA
BRG WALL TYPE
P
ER PLAN 1-3/4" TRIM PAINTED
SS NAIL w/ 5/16" HEAD
F CHANNEL DIA. @ 24' O.C.
FASTENED PE�
NOTE 2 BELOW--L—V--L CONT VENTED OR SOLID SOFFIT
CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT
- WOOD W/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA W/ 16 GA. 3/4"xi/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE:3/4" = V-13" FOR ALUMINUM SOFFITS �IITH SPANS
S
&
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FIL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
+
+
+
+ +
+ +
+ +
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHEID.
TRUSS AS SHOWN FOR O.H. UP TO T-16"
* DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
4 (2) 1 Od NAILS @ 8" O.C.
71y
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+
+
IRU
DO
SS AS
UBLE
H WIN FOR O'�
;i CAB FOR 2 -(I�
2X4 S
j4 +,VQ �, '10 LS
12 dNA
To TRUSS To
+ PLYW
+ BLOCKING AS
+
+ REQUIRED TO
+
+ SUPPORT SOFFIT
+
ENTER SOFFIT
PRECAST LINTEL
N — %
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-0"
-QPI= -QHI:I=T r)9 Alkin
SIMPSON HTT4 W/ (18) 1 Od x 1
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 3_ -
z
0
U_
0
LU
U_
0
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/411/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 314"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING
EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
FILL 1 St 4 COURSES
SOLID W/GROUT
- . ,
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR I 1:.-� 1
FURTHER INSTRUCTIONS.
A
OVERHANG
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 314"TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
.01
#5 BAR
CENTERED W/
12E HWf% IN TOP
A C?
KNOCKOUT/ EN
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILLJ
DIRT
ffTANDARD
go. 00 9
H K
#5 BAR IN
FILLED CEL_
L V L L, V 'V L,
L 10, .
IV
Sk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-0"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 314"x5" MIN. HOLE
SET BAR IN EPDXY
/nk Ur..�f ILI ^^&I^
SAW CUT
A/
rA SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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)n and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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JOB
No 23-02469
SCALE AS NOTED
SHEET NO.
SS
r
r
L
i
41
I
4
11
14
---------------------------
CROSS BRACING DETAIL (TYP.)
SCALE: N.T.S.
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIfTP1-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
w/ MIN. (4) 12d WHEN
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB —
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
S I M PSON HTS20 W/ (24) 1 Od x
1 1/2" NAILS EACH
CA
I-TI M 4
PRE-ENG. TRUSS
2X4 BLOCKING I
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
2X4 DIAGONAL AT 8'-0" O.C.
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
----/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: N.T.S.
rPORCH SLAB SEE EXTEND
FOUNDATION PLAN SLAB 1 1/2"
_x X_
-11
(2) #5's CONT. T&B wl
411 #3 STIRRUPS AT 4'41
WHEN DEPTH
- I -
EXCEEDS 30"
GRADE
......
31
1'4'
PORCH SILL r15
SCALE: N.T.S.
DIAGONAL
AT 8'-0"
MAX
WOOD
TRUSS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7X 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (110) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 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 BEAM
2X4 CONT. AT--/ CONC.MASONRY
T & B CHORD 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
SEE FLOOR PLAN SEE PLAN FOR
FOR BRG. OR REQ'D STAIR INFO.
NON-BRG. WALL IF CONCRETE STAIRS
FORMED & POURED
W1 (1) #5 EACH STEP
12"
-
CL
LU
4"
z
:5
PORCH SLAB SEE
(L
C14
FOUNDATION PLAN
Lij
(2) #5's CONT. T&B
LU
U)j
_.z
W/ #3 STIRRUPS AT
1
Z
4'-0" WHEN DEPTH
EXCEEDS 30"
2
—LOWER OR
GARAGE SLAB
SEE PLAN
LARGE STEP DOWNK__1�7
SCALE: N.T.S.
SCALE: N.T.S.
3
2x4 STUDS w/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
ROOF PROVIDE 2X4 MIN. BLOCKING AT
SEE
SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN
PLAN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
2X4 BLOCKING
TYP.
BETWEEN TRUSSES TRUSS
""A
SECT. A -A
,?E ""j
,I�SHI
'N'l
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER �RUSSES HIP
SIDE OR BOTH IF REQ'D) G.T
C.
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
z
0
Uj
W
W
(n
SCALE: N.T.S.
WOOD POST. SEE FLR
__TSEE
PLAN FOR SIZE & BASE
CONNECTION PLAN
EXTEN
1/211
x
(2) #5's CONT. T&B w/
411 #3 STIRRUPS AT 4'-0"
PORCH SLAB SEE 7 WHEN DEPTH
FOUNDATION PLAN EXCEEDS 30"
77___�RADE
04
ENTRY PORCH SILL le" �14
SCALE: N.T.S.
WOOD OR MASONRY ABOVE
MASONRY PIER SEE FLOOR PLAN
FOR COLUMN INFO
WOOD OR MASONRY
INTEGRATE MASONRY ABOVE MASONR
Y
KNEEWALL INTO CMU BASE OR PIER SEE FLOOR
MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN
REQUIRED INFO
MASONRY KNEE WALL MAX 3
COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5
W/ (1) #5 CONT
REQ'D @ MID
L
r
FRI
. FILLED CELL
VERTICAL EACH
SPAN MAX 6'-8"
CORNER FILLED
kMAX3
SOLID. SEE ELEV.
//-
c OURSE
FOR BASE SIZE
(3) #5's EA. WAY
I
—
—
8"
8"
Ak SLAB
PORCH SLAB SEE
"I]FLEVEL
FOUNDATION PLAN
(2) #5's CONT T&B w/
z
.
"—SEE CUT t. 0,
CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0"
MIN 3" x 3" WEEP HOLE SECTION FOR
WHEN DEPTH
MORE INFO 'In, I
ALONG W/ PITCHING SLAB EXCEEDS 30" 1'-4"
TO DRAIN WATER
KNEEWALL OPT. (ELEV TO INDICATE)
MASONRY COLUMN
ENTRY PORCH SILL /- �16
SCALE: N.T.S.
TOP COURSE TO
BE CHAIR BLOCKS.
ENTIRE BASE TO
BE FILLED SOLID
SEE ELEV. FOR
BLK HGT.
-#5 REBAR CONT
@ SLAB LEVEL
1 1/2" BEYOND
EXTEND SLAB
BLOCK FACE
EXTEND
SLAB 1 1/2"
SIMPSON LSTA18
W/ (12) 10d NAILS
SIMPSON HUC410w/(14)
— — — — — — — -
kSEE PLAN
CENTERED AT
16d INTO HEADER & (6)
FOR CANT
SPLIT TO TIE
10d INTO BEAM - SEE
BEAMS TOGETHER
ROOF PLAN FOR MORE
INFO
SEE FLOOR PLAN FOR,
E__
COLUMN SIZE& BASE
7/16" OSI3 FLITCH PLATE
SEE FLOOR PLAN
CONNECTION INFO
RECI'D ONLY WHEN
FOR COLUMN SIZE
___--7/16"
L
L
INDICATED ON BM.
& ADDITIONAL INFO.
—
-
SCHEDULE/PLAN
OSB FLITCH PLATE
O�
SEE FLOOR PLAN FOR
REQ'D ONLY WHEN
SE
COLUMN SIZE& BASE
OPTION A
INDICATED ON BM.
CONNECTION INFO
OPTION B
OPTION C
SCHEDULE/PLAN
COMMON BM. TO POST ATTACHMENT KA
EXTERIOR SHEATHING
ATTACHED PER
SEE ROOF PLAN
NAILING SCHEDULE
FOR BEAM SIZE &
SCALE: N.T.S.
CONNECTION INFO.
BM. SPLICE OVER
//----2x4 BASE PLATE W/
1
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
M
16" FLOOR SYSTE FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r2 2
SCALE: N.T.S.
SIMPSON (2) HTS20 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A �� A
SEE PLAN F
OR
TOP OF 9EAM Nq
SEE PLAN FOR
CANT. IF
INDICATED
0.
0
CORNER SEE FOUNDATION
r— PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE: N.T.S.
=!j
a
MIDDLE GARAGE OR
LOWER SLAB
SEE PLAN
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
A-, VARIES W/
'-49 ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE: N.T.S.
2x4 #2 SYP NAILER. NA
TO STUDS w/ (3) 16d @
EACH STUD - TOENAIL
EACH TRUSS TO
NAILER w/ (3) 10d
ROOF AND EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
VERIFY FLOOR JOIST W/ RIM
BOARD OR FLOOR GABLE W/
FRAMING PLAN
SIMPSON LUS26 W/ (8) 1 Od
NAILS OR IF 2 PLY TRUSS
SEE FLOOR FRAMING PLAN
SIMPSON LUS26-2 W/ (8) 16d
NAILS TO LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
(4) 16d NAILS ATTACH NAILS
BLOCKING INFO)
(IF PARALLE SEE 202 FOR
INTO END OF EACH FLOOR
TRUSS, 24" O.C. MAX. (AT EACH
SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
EACH SIDE)
SECTION AT LOW ROOF rg
I=
SCALE: 1/2'
COMMON TRUSS
W/ INTERIOR BRG.
SEE PLAN FOR
CONNECTIONS
INFO.
USS/
Y2" CDX PLYWOOD OR 3/16" O.S.B.
MIN. (2) 2x8 #2 SYP
SHEATHING REQ'D FROM BOTTOM
HEADER. SEE Q/S4 FOR
OF WALL TO ROOF SHEATHING
REQ'D CONNECTIONS
ABOVE W/ 8d NAILS @ 4" O.C. IN
FIELD, EDGES & BOUNDARIES
2X4 #2 SPF STUDS @
12" O.C. W/ USP SPT22
RE
@ BASE & SPT24 @
TOP
2x4 #2 SYP P.T. PLATE W/
V EPDXY ANCHOR OR
J-BOLT OR Y2" TITEN HD
2"�
ANCHOR @ 24" O.C. W/
MIN. 6" EMBEDMENT
A 4.
X 4'�Xqd.
4
A.
MAIN HOUSE
4
Iv. I I'j 0 1' U IV' C:14
4
MAIN HOUSE
SLAB
SLAB
44 41. *' i
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W/ #3 STIRRUPS AT
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4 4 4'-0" WHEN DEPTH
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SECTION GARAGE MONO( 21
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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 at ctural engineerng portions of the drawing pages bearing
Enginreuees signature and seal,
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SHEET NO.
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------------------------------- j
(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED
ON FLOOR SYSTEM TO MASONRY WALL
BELOW. IF WOOD WALL IS BELOW USE (2)
SIM PSON MSTA36 STRAPS w/ (26) 1 Od
NAILS (G.C. TO INSURE SOLID BLOCKING
IS INSTALLED).
SEEFOR
BLOCKING
DETAILS
FLOOR SYSTEM
SEE PLAN
A
EXT. SHEATHING
FLUSH W/ TOP
OF MASONRY & 8d
NAILS T/B FLANGE
2x STUDS
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
VERIFY W/ PLAN
SCALE: N.T.S.
SCALE: N.T.S.
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SECTION CORNER CAN NOT BE INSTALLED
FRAMING ATTACHMENT
N.T.S. 7
SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
SIMPSON SP2 w/ (12) 1 Od NAILS
JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP�z
SIMPSON LSTA24 w/(18) 10d NAILS
I.H.1
2-2x4SPF
SIMPSON CS1 6 w/ MIN. 12" END
@)
LP
TOP PLATES
LENGTH ON STUDS W/ (11) 10d
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
C
AT 16" O.C. U.N.O.
SIMPSON SP1 w/ (10) 10d NAILS
(2) 2x HEADER
SEE PLAN
5/8" A.B. @ 24" O.C. AND 6" FROM
EACH END W/ 7" EMBEDMENT. IF
AT STEP DOWN LOCATION, MIN 7"
2xSPF
EMBEDMENT PAST STEP.
BASE PLATE
41.
qEERED SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE
C
B
-----------
FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
EWALL OR
BEAM WALL) AT EACH STUD AT HEADER
JAMB CONDITION OR IF BUILT-UP
A.
(72) - 2 x 4 SPF
STUDS ARE w/IN WALL SYSTEM A.B. TO
TOP PLATES
TOI
BE SPACED W/IN 6" FROM OPENINGS
AND MULTIPLE STUD PACKS
LEJ
2 x 4 #2 SPF STUDS
S�
\_B
INTERIOR HEADER
AT 16" O.C. U.N.O.
(2) 2x HEADER
n
--4\ JG
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN
EXTERIOR HEADERS
F
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
/-TYP.
2 x 4 P.T.
OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
T-4
1
LA77�']'
BASE PLATE
W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE
16"1
SEE FOUND. PLAN FOR FTG. REQ.
STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
ATTACH STUDS w/ (3) 12d TOENAILS T&B
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
AND EXTERIOR
r5
ATTACHED PER NAILING SCHEDULE
FOR EXTERIOR 2 STORY WALLS ONLY.
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S.
LOWER ROOF.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
SIMPSON LSTA30 w/ (22) 1 Od
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
NAILS BENT OVER TOP PLATE
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
THEN DOWN THE FACE OF
HEADER/STUDS
(2) 2X SPF TOP PLATE
2x CRIPPLES @ 16" O.C.
(2) 2x HEADER SEE PLAN
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
(2) 1 Od TOENAILS AT EACH
EXTERIOR HEADERS
END OF SILL (MAX. OPENING
(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPE NING
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 10d x 1
MIN (3) 2x #2 SPF STUDS @ END
1/2" IS TO BE INSTALLED AT
OF HEADER SEE Q/S4 FOR
EACH END
REQ'D JAMB INFO
2x CRIPPLE AT EACH
SIMPSON LSTA30 w/ (22) 1 Od NAILS
END OF OPENING
CENTERED
NAILED TO STUD PACK
FLOOR DECK
W/ 10d NAILS @ 8"o.c.
"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
SEE PLAN FOR BEAM
SIZE & CONNECTIONS
HEADER CONN.
2nd FLOOR
W/ HIGH BM
r9
SCALE: N.T.S.
(2)- 12d
TOENAILS 2x4
TO TRUSS TOP
GABLE END FLOOR
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
MASONRY WALL
BELOW AND ALT.
BLOCKING INFO
1. APPLY SUB
FLOOR
ADHESIVE TO
2x4 CONTACT
lltr� I SURFACE
2x4 #2 BLOCKING
NOTE: VERIFY WITH FLOOR
23B 2x4 SIDE BRACE
FRAMING PLAN FOR I -JOIST
AT 48" O.C.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
CORRECT BLOCKING
w/ (3) 12d EA. E N ID
REQUIREMENTS
TO HORIZ.
BLOCKING
1-1/8" RIM BOARD
JOIST SEE PLAN
8d NAILS @ 3" O.C.
WALL SHEATHING
(2) 12d TOE NAILS TOP
TO RIM BOARD
& BOTT. CHORD
AJS BLOCKING PANEL @ 24"
O.C. (MAX) AND @ EACH
GABLE END RIM JOIST-
END OF WALL UNDER
SEE R/S6 FOR
CORNERS
CONNECTION INFO TO
(2) - 10d TOE NAILS
MASONRY WALL
EACH SIDE
BLOCKING
DETAIL
SCALE: N.T.S.
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
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
(1) S I M PSO N LSTA30 w/ (22) 1 Od—
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
THEN DOWN THE FACE OF `3
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLES @ 16" O.C.
1 Od x 1 1/2" EACH SIDE
W/ (2) 12d TOENAILS T/B
SILL (MAX. OPENING
IF OPENING IS GREATER THAN 4,
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
PACK W/ 1 Od NAILS @ 8"O.C.
TO BE INSTALLED AT EACH END.
PLYWOOD ATTACHED PER
TYPICAL BLOCK WALL------------
NAILING SCHEDULE
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON MSTAM36 W/ (7)-----'
TIE BEAM
1 Od NAILS & (4) 1/4"x2 1/4"
TAPCONS
PROVIDE BLOCKING
BELOW JAMBS
HEADER CONN. @ 2nd FLOOR
SYSTEM 42 SCALE: N.T.S.
A
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 LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
FACE OF HEADER/STUDS
2x CRIPPLES @ 16" O.C.
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
@END OF HEADER. SEE
EXTERIOR HEADERS
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLE AT EACH END OF
10d x 1 1/2" EACH SIDE
OPENING NAILED TO STUD
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
A
SILL (MAX. OPENING WIDTH 4 FEET).
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
FEET BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
SIMPSON (2) MSTAM36 wl (7)
TO BE INSTALLED AT EACH END.
1 Od NAILS & (4) 1/4"x2 1/4"
TAPCONS
FLOOR DECK
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
HEADER
CONN. @ 2nd
FLOOR
[DOUBLE STRAP] rj_o_-�
SYSTEM 42 SCALE: N.T.S.
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
(3) 2x # SPF
STUDS w/ 10d @
8" O.C. EACH SI[
U.N.O. ON PLAN
2X CONT. RIBBON -
TYPICAL BLOCK
WALL
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
1/4" TITENS
GIRDER/COL. CONN.
OR 2 PLY GIRDER
RUSS. SEE PLAN FOR
ONNECTION.
�EE PLAN FOR CONN.
) - 2x SPF TOP PLATE
FLOOR DECK
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
2nd FLOOR
SCALE: N.T.S.
PLAN FOR CONN.
SEE PLAN FOR NAILING AREA (TYP.)
COL. SIZE
�'�(2) SIMPSON MST37
�/ STRAPS w/ (42) 16d NAILS
FLOOR SYSTEM OR !T
2-STY. FRAMING
OR LVIL GIRDER
r
)
(BLOCK SOLID)
SEE PLAN
COL. SIZE
SIMPSON HTT4 W/ (18)
16d NAILS & 5/8"
ANCHOR BOLT w/
MIN. 6" EMBEDMENT
SEE FOUNDATION PLAN
FOR FTG. REQ.
2 STORY COL.
GIRDER K-7
SCALE: N.T.S.
2x4 STUDS
PER PLAN
DOUBLE 2x4
TOP PLATE
2 WS 10d @
3
4
PROVIDE 2x4 ON
TOP OF 2x8 TO
BLOCK OUT TOP
PLATE ATTACH
W/ (2) 10d NAILS
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
STUDS
2x8 STUDS
PER PLAN
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
TOP SPLICE
DOUBLE
2x8 TOP
PLATE
2x4 W/ 2 ROWS
OF 10d NAILS
@ 3" O.C.
11
(1) SIMPSON LSTA30 w/ (22)
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
PLATE THEN DOWN THE
(USE SP6 FOR 2x6 WALL, USE SP8
FACE OF HEADER/STUDS
FOR 2x8 WALL)
@ 24" O.C.
2x CRIPPLES @ 16" O.C.
2x SPF TOP PLATE
W/ (2) 12d TOENAILS T/B
//�-(2)
(2) 2x HEADER SEE PLAN
(2) 1 Od TOENAILS AT EA.
- INTERIOR HEADER
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
EXCEEDING 6 FEET.
SILL PLATE w/ SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
HEADER SEE Q/S4 FOR REQ'D JAMB
INFO
2x CRIPPLE AT EA.
END OF OPENING
S I M PSON LSTA30 w/ (11) 1 Od
NAILED TO STUD
TO STUDS ABOVE PLATE
PACK w/1 Old NAILS
F OOR DECK
@ 8"o.c.
FLOOR TRUSS/ WOIST SEE PLAN
SIMPSON LSTA3 FROM
WINDOW JAMB TO
FLOOR TRUSS/ SOLID
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
HEADER CONN. @ 2nd FLOORr4
SCALE: N.T.S. � 7
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
SEE INFO BELOW ON CONNECTION
OF CRIPPLES IF LONGER THAN 8"
TALL. (CONTRACTOR MAY USE RTT
CLIPS) NAIL BACK LEG OF CIPPLE TO
HEADER w/ (2) 12 TOENAILS
HEADER FLUSH TO OUT%c
DOUBLE 2x6 OR 2x8 TOP
PLATE SEE PLAN
12d NAILS AT 6"
O.C. TYP T & B
SYP U.N.O.
2 x CONT. T & B
2x CRIPPLES TO
MATCHJACK
STUDS BELOW
(2) 2x8 OR (2) 2x6 TOP
PLATE SEE PLAN
(2) 2x HEADER TO SIT
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
CONNECTION
Or= 0 1 MINUMMU nr-mur-l",
CONNECTION DETAILS FOR
MORE INFORMATION
SIMPSON SP6 w/ (6) 10d x
1 1/2" (USE SP8 FOR 2x8
BOX HEADER
(2) SIMPSON LSTJ2 w/ (110) 1 Od (2) 2x TOP PLATE
2x CRIPPLES @ 16" O.C. w/
NAILS WRAPPED UP AND
OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT
SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE
"PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
STUDS w/ (2) SIMPSON HTS20 w/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
(IF CRIPPLES ARE LESS THAN 8"
LONG NO STRAPS ARE REQ'D)
---ADDITIONAL STRAPS
—SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
(2) SIMPSON LSTA24 w/ (18) 10d NAILS \_ (2) 2x HEADER SEE PLAN
—MIN (3) 2x #2 SPF STUDS @ END OF HEADER
SEE Q/S4 FOR REQ'D JAMB INFO
SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
(2) 2x SILL PLATE
STUDS @ 16" O.C.
ALT. HEADER ANCHOR
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition, Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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FOLD UP WEATHER
RESISTIVE BARRIER &
WEATHER RESISTIVE
BARRIER
- A V_ WINDOW UNIT
FLASHING REQUIREMENTS
TEMPORARILY SECURE
DOOR ROUGH OPENING
WEATHER
SLOPE
RESISITIVE
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
BARRIER
TAPE EXTERIOR
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING 3/4'-l" BEAD OF CONSTR.
(0.6 cm: 30.5 cm)
include flashing as described in Section R703.4.
3 SHEATHING
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND
(ASSEMBLED WNDOW)
RETURN UP JAMB 6". USE LIQUID
EXTERIOR
R703. 1.1 Water resistance, The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
G
NAIL BRAND OR EQUAL WEATHER
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
WEATHER
PROOF CAULKING
SELF FLASHING
BUILDING PAPER
of draining to the exterior water that penetrates the exterior cladding.
-ADHERED
RESISITIVE
BARRIER
SEAL TOPS OF JOISTS
WIRE LATH
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
UNDER DECKING SUBFLOOR
(SEE DETAIL WP07)
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
SELF -ADHERED FLASHING
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
HEAD FLASHING TIE-IN INSTRUXTIONS:
No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
1 . Cut, fold up & temporarily secure weather
RIM JOIST
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
THESE DETAILS ARE GENERIC AND
resistive barrier above header to allow for
flashing installation
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
71
_A1
Q
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
flashing and seal with tape
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 So
FLANGED WINDOW
SELF -ADHERED FLASHING
Im
SELF -ADHERED FLASHING
so
EXTERIOR DOOR WITH DECK - SECTION A
MT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDEF
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
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.
EXTERIOR SHEATHING
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLA=NG,JAMB & HEAD
NEEDED IN CORNERS ADHESIVE
THROUGH SELF -ADHERED ASPHALT ADHESIVE
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
3/8" CEMENT
PLASTER
THRESHOLD OF DOOR AND RETURN FLASH NG SEE
FLASHING SELF -ADHERED FLASHING
applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
12 MIL DRYLOK CMU - MASONRY BLOCK
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VANDOW
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL M01)
membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
EXTREME
REFER TO TECHNICAL
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
WINDOW
LETTER ON CHEMICAL
COMPATIBILI I T
RELEAS E PAPER
�4PER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
FASTENER
1) SEALANT AT
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(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
......
4) SEALANT JOINT WINDOWBUCKTO
EXTEND A MINIMUM 6"
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
OUTSIDE EDGE OF MASONRY
WINDOW BUCK
VERTICALLY FROM
BOTTOM OF
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
2) SEALANT JOINT
THRESHOLD
shall be installed at the following locations:
5) SEALANT FROM INSIDE EDGE OF
2 o
WINDOWFRAME WINDOW BUCK
ACROSS WINDOW BUCK
SECTION -A (SEE DETAIL WP02)
AND EXTEND TO WINDOW FRAME
1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
MASONRY ATTACHED
PER CODE
SELF -ADHERED FLASHING
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
6) TOOLED SEALANT REQUIREMENTS
2
BEAD BRIDGING
following:
CLADDING AND WINDOW
FRAME
2
SELF -ADHERED FLASHING
5
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
3) SEALANT WINDOW FRAME T
WINDOW BUCK ALL THE WAY
NAILING FLANGE
1
4
manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details
AROUND, INCLUDING SILL.
DO NOT FLASH OVER 2
SEAL TOPS OF JOISTS
UNDER DECKING
6
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
BOTTOM NAILING 8
(SEE DETAIL WP07)
7
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
FENESTRATION INSTALLATION AND INTERFACE
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4. Continuously above all projecting wood trim.
SHEATHING
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier
7.7.At built-in gutters.
JAMB, SILL AND HEAD DETAIL
Lath
APPROVED SHEATHING
SELF -ADHERED FLAS ING
Sheathing
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVED HOUSEWRAP
PATCH
STRUCTALATH TWIN TRACK 2.5
Stucco
FLASHING AND WATERPROOFING METHODS TO BE USED.
3/4" CEMENT PLASTER
4
12 MIL (min) DRYLOK EXTREME
4
APPROVED FLASHING TAPE
DOUBLE
7/8" Cement Plaster
'V'SEALANT SOCKET WITH
JOIST
46
TOOLED APPROVED SEALANT
SINGLE WOOD BEAM
Foundation Wall
in accordance with 7/8" Cement Plaster
JOIST BELOW
SELF -ADHERED FLASHING
ASTMC926 in accordance with
SELF -ADHERED FLASHING
4
4
ASTMC926
2
4
Felt backed metal
3" MIN
lathe in accordance Felt backed metal
SELF -ADHERED SELF -ADHERED
4
with ASTMC 1063 lathe in accordance
FLASHING FLASHING
with ASTMC 1063
5
Building Paper
Building Paper
7/16" O.S.B.
sheathing 7/16" 0. S. B.
Metal sheathing
SCS 06 02 WINDOW FIN INTERFACE WITH
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
EXTRUBED SHOULDER
DECK JOIST
OUTSIDE CORNER
Flashing
Weep Screed
SELF -ADHERED FLASHING
2x FRAMEWALL
Installed As Per
Manufact. Specs.
PRODUCTSDETAILS
STRIP OF SAF LEGEND
SELF ADHERED FLASHING
Maintain Stampede or similar
Bottom
TILE FINISH
(SAF)
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT
of cauk bottom
Weep Screed joint only
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
1/2" DUROCK
>
BARRIER NMB)
BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER-
SELF FURRING (SF) LATH
1 1/2" to 2" Weep Screed
Above Roof
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
co
<
PLASTER ACCESSORY
'OSB',
Sheathing Installed As Per
SFLATH SHEATHING, PLYWOOD, DENSGLASS
Manufact. Specs.
V-4" PER PLAN
;2�
Detail Instructions
Refer to the number marked as I # in each detail that corresponds to the
R
V-0" PER PLAN !;e
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
Cement Plaster 1/2" Cementitious
Decorative Finish
n)
numbered items in the list o instructions below:
%
FLANGE AS AN AIR
in accord lance
BARRIER
with ASTMC926 .0 All inside and
1 . Install self -adhered flashing in order as shown by numbers
SLOPE
8" CMU
3 -1/2" INCH FLANGE
over wood 2nd 0.
outside corner will
floor
2. Install flashing and weather resistive barrier to form water shedding
need to be miter
laps
4" OR 8" CMU '4
cut and caulked all
3. Self -adhered flashing can be substituted for building paper
(PER SEAT DEPTH)
Z
Z
STRUCTURAL FRAMING
butt joints need to
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT
:5
:5
becaulked using
embedded in the adhesive layer) - for ease of installation and to
a-
I a-
cr
Al* STRUCTURAL SHEATHING
Stampede or sim.
minimize scoring cuts
Cr
LU
Cl-
LU
a.
THIS GAP IS A RESULT OF
PLASTER STOP A. [1
NATURAL SHRINKAGE. -----STRIP OF SAF
caulk for all
5. Remove all release paper per standard installation instructions and
U)
U)
DO NOT SEAL.
CONTINUOUS BACKE - - - - - - - - �,�DRAINAGE PLANE WRB
adhere to substrate using a square piece of flashing material (6" x 6"
LIJ
0
ROD & SEALANT DRIP SCREED PLASTIC
Minimum)
SLOPED MUD BED
LU
=1
UJ
cr
ACCESSORY BOND BREAK WRB
6. Fold as shown by arrows
4
!;�
LU
SF LATH
7. Angle of corner may vary, adjust folding of the flashing accordingly to
7:::
FA �:__ __
uJ
U)
3:
fit tight to corner
4
VINYL SHOWER PAN
0
8. Mechanically fasten as necessary
Note:
SL PE
The building paper and metal lath must be
El HA
1%
Cement installed over the top of the weep screed.
4
4
PLASTER STOP
Plaster
CONTI NU0U`SBAc KE_R ROD
over block
Z J
& SEALANT
1 st floor
<
CEMENTITIOUS FINISH
WEEP SCREED DETAIL
SHOWER SEAT
SOFFIT/CANT[ LEVER
SC7LE: NOT TO SCALE
Ora
944
CM
C%J
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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 seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
0)
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JOB
NO:
23-02469
SCALE :
AS NOTED
SHEET NO.
WP1
Mounting Brackets( 10 Gatuge�
+V2'x4-112'x2-12"
Sack Cress Support
(May be cut to W)
See Anchor Schedule
I 11;t�7 flight8facket (16Gauge)
14, Dia. A3 25 Gall;
fTv , I I
'14Self-Drilling
Scrms
0 A/C Unit Botiturn Edge
Hurricane Strap
Washers (Typic243in front)
Front Cross Support
Self -Lock!% Nuts (May be Cut tow)
Left Bradcet (16 Gauge) # 14 Self-Drillng Screws Thru Brackets &
Back Cross Support Into A/C Unit Bottom Side
(Typicalt 3 each side W hurricane use)
INSTAIIATION INfORMATION
at-
Riallood Secal Drawling avall" upon request
fils, sea apply)
Floride Department of Business & Professional Regulation
raw I oil
Building Codes and Standards
Product Approval Application Dotall
........ -----
cieft
InIfty or Dark 291
Vote Pending AO
Version M�tWALIW
COMMI Vdddod BV VM"$d SUbul
MAnorowil Aparp
mum
Aff-di.
2020 Smut Vant Products, I-
Moh" Gnsh.. HF Nar-PE. Locke Bowden PE, 12MM020 42flanon
12t2SM20
Apprwed
cal Structural components
(OM 4411-830 PE-73T70 (334) 3OD-1800
"Cansigichn. products Introduved so a Result of
N- Tutnandvy
cemil 111.0ick E-lub. Report frorn
Florida Registered Architect ar. Ucartsed Rond.
Protenlonal Engineer
Qual Assurance Anarovedfor Use
Asparanned for Use Impact
pedw
Product MGM Illoneffor Kam
Product D,,riMn in HWHE
outside 4VHZ Resistant
Sm.rtVd Lftd.� 91540-510
Du:: Furallm Flood a ad Ventilation Vent I W1,2= Y.
Y., NIA
:1100 100
2
S-dVrof Md. 01540. 5, 1
Do Foct1.FId..dVrt#e11.nVvm InIZ2023 Y.
Y- NIA
0DA100
3
Smartl*rt Made 540,520
h.ulausdFoodVord 1 2/3112023 YN
Ye WA
00
001D11 1,
4
5-d". 'sdo t21
Insulated Flood Vent 1213112023 Y"
1.11 NJA
00
5
Smart.: Model 01 54M24
16" Gimage Coca Faced Vend 1 WW2023 1.
Yes WA
NJA
6
SmarlVemit Model IM 540-570
Mod Wall In sulabsid Flood Vent 17J311r2023 Yea.
yes NIA
-100� 100
8-rtVaM Md.1 #1540.574
14�521,qud� G-91 Door Flood Vent 1213112a2a Y.
Y.a WA
WA
Florida Department of Business Professional Regulation
Paget erl
Budding Codes and Standards
InV2921
Product Approval Application Detail
.Q2ft
com or Rd* of"
pat BMg1D9 Do
mm
V,,I- allawarfactueer
Caused Mandated By Validated Submillhud
LBCA-r...d Accereand
are -
Revision
2020 Drexel Metals. Inc.
Jasont Shurnap, Za�h ory R. Priest Looks SOWW P1. 0811012020 oaloSQ020
08120nozo 10113M20
APPd
Category: Roolling
(50213 1511 PE-14021 (3341300-1800
SuiceregW. all Racing
lo-ftears-Loom
Compliance Methot boduation Report from a
Fjords Raostared Anhitect or 0 Le-Vid Florida
filLOVIMIMOAM
enceres,
=Numilmor slamea�
Qualty Assurance Approved IV Use
Product Description Contract Excilral DO In HVIII
Approvedforluse remotest
Out" Win Resistant
CW"
Pressure
fhg syst...
DUG 100Ns DMC ISDS8, OMC 175S CMC 2006, 12131/2025 Yes
NO WA
to,'lao
Desc 5V
Florida Departrinsint of Business & Professional Regulation
Building Codes and Standards
3WM
Proditnt Approval AFV Ication Detail
Witt
Erov or 2ft 292
Dd, Issfidinc
Bm
yonsi. laamuract.-
Conrad Vallidaled IN Validated Sulannicanal
FSIC Approval Arrargaid
age,
R.0.ft
2020 Thoma-Tru Corporation
arms l.sperson Lyndon F_ Schrritell. P.E_ Ryon J. Krng� P�E DW1920211 12131 rJ020
04=021 060OW2021
Apprm*d
category: E.Ifl.r D_
la.� 843-7uB PE-4340i (813) 767-6555
3u,"sourit: Swinging EXteflor Door AssurNeS
claspereaftfithemal
Compliance Method: Baduation Report from a
Florida Forellued Arch lack or a Licensed Florida
Profe"land Engineer
FU2agU4t5
Pduct,
C,,Aft A,-, Aw-,d fer� Use
A,,r,,,d far its, lared
2ludoo.
Am"
Product traded
product psandicift, I, HYHZ
Outtald, HVHZ Resistant
P,,-
1
a. Therma-Tru Flbw-C4eswm.nd Smath-Se,
Nomiral OW19:6 aquotimpacitiquot: opaque 12W,2020 No
Y- Yea
NfA
Connposde Edge FbWQLMSS Sh9k Door
0�910utminol A configuration)
2
b. Thumd-Tru Fiber-ClIassio.nd ancom-Ster
Nominal 6'*5 & 12131 r202S No
Yes Yes
WA
Composite Edge Fbiling... 501911 Door *Ih
sidell anwingl[Artsering: AD. CA or GAD
3
C, Thtmax-Tal Fbat-Clank and Smooth -Star
recarthaI64#39:8 i1quotimpact4quot. Opaque 12131 r2026 No
yes Y.
NVA
Composite Edge Fberplass Double Door with or
"Rhoul audit. Ins"I"WOU1.4111 xx or Oxxo
bardaurnona)
4
1h.-T. Rb.-Cisal. and Smoott-Shir
Norianes a&*39:o aous;emggcaquol; opaque 1203112US 140
Yea Y.
WA
Compoort. Edo 71borglaw angle Door
(1-mW'Outavin � X car,19cratim)
5
Th.-TI. Rb.-Ce.11. and Sn-th-Shil
Nominal 88Al g,qU.;Impa.AqUt Opaque
Y. Y_
WA
Conposta Edge Fiberglass angle DeOrwith
Sidn"fill"(1) (1-ir.00101-ing: XO' Ox or OxO
canfigumilJon.)
$
f Thenre-Tru and Shooth-Star
Harn,W 8943" Opaque 1213112026 No
Y" Yet,
WA
Carnpa.fl - Edge Fiberglass Double D-ith or
�.�t Scale- il-Ang/Ourtmairg: XX or OXXO
configurations)
7
It, Th-Tru Fibar-0259ic and Grocath-aar
Nominal 69#39.8 Cleared 1213112026 I'l.
Y. Y.
WA
Composite Edge Fiberglass Single Door
(IrWng10uIs-vl4:X contguracl
a
In. Th.--T,. Filar-Cla"-d S.-NN-11ar
Norrri,nil 6&039;8 &qact;krpsd&qubR Gaussal 1W31r2a2a No
Yes Y.
WA
Composite Edge Rbergagg Siftolf Door with
Sid.rilts) (InWholouIpIang: XO. OX ar CAD
conflouration.)
9
1, Themal Fiber -Classic and Smorah-Stu
Nomined 69#U.8 itonjoCkrueettiquot Glued 12/3112M NO
Yea Yea
NIA
Corporate Edge Fibencesss Double Doul-voth
Wthwt sciences lnwamg/Out�rq; XX m OXXO
configurations)
10
1 Therms-Tru Fflbu-Clalsl. and smoon-Slu
Norninat a8*39.0 &cpjd:knpmd&cFuot Guad 1Z3112M No
Y., Y.
WA
Composite Edge Fiberglass Single Door
(InwrigliOurtswing; X caniguration)
11
a. Thorma-7ru Abar-Clasac and Smoodl
N-0-1 844l &qdArpsedlistuat; Glazed 1213112026 NO
Yell Yes
WA
Cbmiposte Edge Fibergessas Single Door with
sdallex.) (Ins-noCul-nip; AD, OX . CAD
opinaguntil".)
12
1 Tb--rru Fbirr-as� and SrnoothStu
Naming! 8"M.0 ttroutiAndectliquot Glazed lzr.31=26 No
Yea Y.
NIA
Composite Edge Fiberglass Double Door with or
win will 0'eltes (In"retOurtgoing; XX or OXXO
configurations)
13
m-Thurn.-Thr FiW-Cu.11. On d arl-cifil-St .
Nomane sail Aqual:Impdiliquat; Glazed i=112MG No
Y. Yea
1,11A
M"d Open Campbell Edge Flborglurt Brok
Doarirlwhig�Outswlng: Xconfigurallon)
14
r. ThInmul-Tr. Fibar-O.,ac-d
N.1041 G&AKWA &Q..I:Imasct3qupt., Glued 1213-112026 No
Y- Yea
WA
M.Idscl Open Carnp..Ita Edge Ribero- ahlore
Door with Glazed Wood Dow Sideliteca)
: XO, OX . OXO antgurab-)
1�
a- Theming,Tra Rbet-Classic 00 Smooth -Star
Nommal siall Illiquat;Imp.,sliquat, 131-al I?J3112M No
Yes Yes
WA
Molded Open Composite Edge Fibw*. Doubts
Door *Ith -ithout Glazad Molded DPW Wdeftes
(hs,0ng1OuftwIr4:)Q(ar 0)0(0 minfiguratims)
Is
1p� Th-I. Flb.-Claalc and Srepicah-Shil
Nominal 69039:8 &dIM170aakluot Opaque IWW2026 Me
ya� Yea
WA
Composite Edge Fibergiass Single D-11h
Moklul Op. sderal (InsvAngiiOutsaing: XO, OX
or OxO "flicurallorre)
17
c. Thonna-Tru Rber-CUSSIC and Smooth -Star
Nominal . 12131/2026 P40
s' .8 acudt;Impad&qut Opeou-
Yes Y.
WA
Cempostre Edge Fiberglass Double Door with or
wittiout Glazed Mooed Open S1,1011149
(hisaIngtOoteving; XX a OXXO configardarl
Florida Department of Business & Professional Regulation Pass I rI
Building Codes arid Standards 1FO7021
Product Approval Application Detall
Qft mtftv Or Deals Mae Date paintings
Itior varsig. Manufacturer contact validated 8, Validated submitted FM A -al A--d Stang
R.1i.len Z020 POT industries Jons Rmsld Wirmil-Dade nCO CIER Mlans-Dade %QC0 -VAL 11MQM20 Ions=20 I I t24M 20 APpd
C..g.r Eoanar D_ (941) 486-0100 (T86) 315-25911
sia,ceuguy! andno maw. 0- Aii.ernalle. lros00%laftgfindustalesto
Compliance 11.1l Cdifluti.. f4r, or Lisling
FIL112SIM Products,
QualWAss- A, am for Us, A--d for U, local 0-1-
am 41 Prpdud ModbL W-rherar Product Descalpflon Da. In HVHZ ("aid. Iteastsud P-.
p SaO�5570 (L. nits Iftslee Irnp.0 Vnyl Shang Glass Door r�� Y. Yes Yes WA
March 6, 2023
PRODUCT APPMOVAL SPECIFICATION SHEET(2023)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project lbr which you are applying 1br a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
ITherm
A. SWINGING
aTru
Fiber -Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2026'
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/3112026
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
FL1 5332.1 - FLI 5332.5
+40.0140.0 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
3/2712023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/25/2031
C. FIXE D
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
N/A
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/15t2024
Pella Corporation
10 Series Flange Fixed
FL16280
N/A
5/25/2031
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/26/2026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FLI 3192.1 - FL1 3192.2
N/A
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 Sofit
FL16544R5
+54.2/-54.2 psf
7/3Q(2023
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 (Ibr Shingle Roo�
151b Felt Undeflayment
FL12328
N/A
6/29/2023
Plyglass USA, Inc. (Ibr Tile Roof)
POLYSTICK 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
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12131/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 1001I DMC 15OSS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+01-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Gahmnized Steel Storm Panels
FL15076.1 - FL1 5076.2
Ill
12/31/2023
All American Shutters & Glass
Galvanized Steel Storm Panels
FL1 7869.1
NIA
112/31/2023
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Straing-Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
111
12/31/2024
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
10/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
N/A
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
5/25(2024
The products listed below did not demonstrate product approxel at plan review. I understand that at the time of inspection of these products, the following intbrmation must be
available to the inspector on the jobsite; 1) copy of the product approwl, 2)
APPLICANT SIGNATURE
Florida Department of Busirl Professional Regulation Page I of 3
Building Codes and Standards IrZ=22
Product Approval Appikallign Detail
920
Entily of
Data Perl
La Versio
Martufactl
Conrad Validated
Unt Val called
liable Med
l Approval
Arsoroved
Rwition 2020
Theims-Tru Corporation
Sba-e Jaspemson Lyndon R S;hrl P.E. Ryan J.
King, P,E. WWI= 0711212020
C7129=0
I(VIX020 App,w-d
cariatiary.. Extertot Dooms
(8001843-7628 PE-43409 (813) 767-5556
SubCall"ory: SWirging 6denor Dow Assemblies
sJoespusentithermetru.ca
C*dIPlkrC* MSM*d: Evaluation Report fro
in
Florida Registered Architect orr a Licensed FMICL
Professional Engineer
Fu1214?*ftPn6du
sea 9
Number or Name
2UUkAUWN= ApprovadforUse
Product DB=ri2tim ContractExialratign 2m!
A.13arovedforuse
in 14VFIZ Outside HVHIZ
limparat
Resistant
211195101
Praresung
I
!M1_MTo!el1
T,=. 7; par-Clacesc, and Snabotirl
Nominal 6&stl 8 SnumImpactkuot Opaqw
I W1 Q022
Y
Yes
YM
WA
Cpmpouta Edge Fiberglass Single Door
(Ins"i.wourbemnig; `4 -rdiguni'lion)
2
b Thernra-Tru Fiber -Classic and Smactin-Stor
Nominal SWQ�.Ili "implactil,clucrt; Opaque
IMI=2
yes
Yea
Y"
NIA
Composite Edge Fiberglass Single Door v&
scledir"(s) 0m;vAn2InOubs*no; X0, OX or OXO
configurations)
3
c. TIserms-Tru Flaer-Clail and Smooll�Star
Nothing 16" ItcluctImpacNIxtuot Opaque
IV3i/2=
yers
yea
Yes
NIA
Composite Edge Fiberglass Double Door Win or
Without Skeelfted; (Ins"/Oural XX or OXXO
configurantions)
4
d Thearma-Tru Fiber -classic and Smooth -Star
Nomlna 1 88ul ticluct4impacNiquat, Orxeq�
12011=
yess.
yes
Y"
NIA
Composite Edge Fiberglass Single, Door
(InwriuviOudwAng; X configuration)
5
a Th-.T. FbCI .. i. and emooth-Ste,
Nominal Wl Squtimp-bili'l-at Op'que
12t31r_N=
Yes,
yes
Y-
NrA
Composite Edge Fdowgian Single Door .0th
Sidelbe(s) araw4nig/Outl XO, OX or OXO
configurations)
6
f Thermus-Tru FlbeiZiassic and Smoom-Star
Nominal 8',,0 "Jmpact" Opaque
1 2J31 Qw
Yea,
yes
Yana
IWA
ZJ%e FIbrigtasts Double Door With or
I (InevAnWOutemrig; X( or 0)0(0
configurations)
7
it Themma-Tru FibigrXiossic and Smooth -Star
Nominal 6' 8 &qUotImpacI:" Glazed
12r3l/2022
Yes
Yes
Yang
WA
Composite Edge Fiberglass Single Door
(InswinglCutswing; X configuration)
8
h Therma-Tru Fiber-Cletalsic and Smooth -Stu
Nominal 640113R.8 tliquot Impact&quol: Glued
12131t=
yeas
Yes
Yore
WA
Composite Edge F' ibinglan Single Door vAth
Sidelitels) (inelvAnitioutaMnii; XO. OX or OXO
ccuIl
9
i Therma-Tru Fiber-Clanscic and Smooth-Scur
Nomin=�S tIquotImpactliquat, Glued
12131=22
Yee,
Yes
yes'
WA
Composite Edge Fiberglass Double Door with or
without SWtt" (Imemn9lCutsming; XX or OXXO
configurations)
10
1, I'lientual Fibeir-Classic and Sincal
Nominal U#30;0 iLquotimpactilictual; Glazed
i2f3ijM22
Yes
Yea
Yee,
WA
Composite Edge Fiberglass Single Doo,
(Irs'W"Woute-.9; X "r4tiunirl
11
k Thermal Fibser-Clasale and Srnoolh�Star
Naming I 9&#W..D Squat Imptactilulubt; Glazed
i2J31=22
Yea,
ye;
yes,
NfA
Campaigns Edge Fiberglass Single Door w1m
sciel (Irdavin"Woutl XC, Ox .' OxO
configurations)
12
1. 7hasmal Fiber-Cle"o and Smouth-staur
Nominal 8U*, 0 &quolc lminact&quol; Glassed
12131r=
Y-
Y"
yes
WA
Composite Edge Fiberglass Double Door voth or
Without Sidelftee (trageoing/Outinmrig; XX or OM
configurations)
13
m Themna-Tru FlicarZaregIC 2 no S1b00thSt2r
Norning116803S.8 &qUCkIrnp2dt&qUQ`t; OP21clUde
12r3112=
Y_
yes
Y"
NfA
Com Edge Fiberglass Single Door %ft
a
lmpgpi&'�qd'
III.= Slolitlita(s)
inswing/CulaWng; X0, OX or CXO cordig uradions)
14
m, Therinnsl Fiber-Claussle and Smooth -Stu
Nominal 6&939;8 IliquatImpactiloqual; Opaquite
12JW2022
Yee
Y"
Y"
NfA
Compoafte Edge I'llperrii Double Door with
kructlNon-ImpaucAquot. Sidelites(InsWing/Ountswrig;
0)0( configunation)
9.1
15
aTherma-Tru Fiber-ClassicandShooth-Star
Nom 8&MD aquotImpactItcl oparquit,
1 W1 QW
Yea
Yes
yes
WA
Composite Edge Fiberglass Single Door Wth
"Non,1mpActAquat; Sidetba(s)
0 "Swriglownswing; xO. Oxor Ox0contigurations)
is
P. ThWm,Tru RabrZignislic and Srnoum.Star
Nominal WM.09squot;Impactiliqual; Oponques
12JW2022
Yes
yes
Y"
NfA
C'mpostte Edge Fiberglass Doc ble Door with
8cuot,Nor,Imoac1" Sloalfts (InsWing/Outswu N;
OXXO co"Nunsticm)
17
di Thiurns.1r. Filber-Cle..i. and Smactfi-Shu
Nominal 6Ƈ,8 SquabNon-Impencill Opaque
I=V=
Y.s.
Y..
No
NfA
C'mpoethe Edge Flicargil as SInglit Door
finswingloutimmog; xco:411ration)
18
r Thorme-Tru Fiber-Clasinsic and Simcoth,91tar
Nominal 6U39.8 &qUdc:Non-Im;asqtSquot, Opaque
12131=22
Yn
yes,
No
WA
Compotift Edge Fiberglass Single Dwrwth
Scealte(s) OnalwingtOuteMng; AD. OX a OKO
configurations)
19
a Thernes-Tru Fiber -Class. and Smooth-Stat
Nominal S'8&quos;Non-Impac*uct paque
12131
yess
03
a
Composite Edge Fiberglass, Double Dw with or
without Sidelfirs; (Incinxing/Outinwing; XX or OXXO
confil uratons)
2D
t Therma-Tru Fiber -Classic and Smooth -Star
Nom P
Inal 6&#*, D i1quothlon-Impactliliquot; Opaque
12J31=
Yes
YeIs
No
WA
C,mpvA* Edge Fiberglass Single Door
(I n-irg/Ourt-ting; X
21
u, Therrima-Tru Rber-Classic and Smootti-Star
Nominal 8',0 "Non-lmpact" Opaque
12nl=
Y"
Yens
No
WA
Composite Edge Fiberglass Single Door with
Sidelial (11runnnnototwing; X0, OX or OxO
canfia undonst
22
Th.-T. Fibur-Claussi-ol Smacyth-St.,
Nominal 8&#M;O &qutN-In-4.daqu.1; Direct-
12r3lj=
yess
Yea;
No
NIA
Composite Edge Fiberglass Double Door Wth or
wftout Sideldes (Ineyving/Ourtswing: XX or OXXO
configurations)
23
Thermal Fibear-Cloosic and Sm-th-ftr
Nominal SUMS IlaquotNon-Impactkuot; Glazed
lwir=
Yang,
Y"
No
WA
Composite Edge Ristarglass Single Door
(InsnAft/Outswing; X configuration)
24
x. Themnal-Tru Fiber -Classic arid Smicioth-Star
Nominal W*8 iliquotNon- Implactiliquor, Glued
12131=
yes
Yea
No
WA
Composits Edge F1 berglass S%le Door with
Sidelles(s) onswingiOurnmAng; , OX a OXO
configuractions.)
25
y. Thering-7ru Fiber-Casswc and Smoodr-Slar
Nominal SM39;8 Squot;N misacitliqual; Glued
121311=
Yea
Yes
No
NIA
Composite Edge Fiberglass Double Door With a
without Sidellit" (IremnigrOudavArg; XX a OXXO
configuraboril
26
z. Thamna-Tm Fiber-Clessic and Smectil
Nominal 8M39;O1qu6tNorWn"ctfiqu&, Glazed
12131r=
yes
Y.s;
No
WA
Composite Edge Fiberglass; Single Door
OnsmingfiClutswrio Xconfiguraticen)
27
za, Themna-Tru Flow -Classic and S-th-Star
Nominal 88AW:O SquotNon-ImpactAquot; Gigged
Imirl=
Yee
Y"
No
NIA
Composite Edge Rbarglassa Single Doorwith
nswirsg�Outsw ng; XO, OX or OXO
=Q
ans)
28
A. Thernes-Tru Finer -Classic; and Smooffi-Star
Nominall SM39:0 Squothlon-Irripectilquot Glued
12131=
Yes
Yes
NO
NIA
Components Edge Rbogicaga Double Door With or
vehout Sidelite's Onwmrgl/Ouctav�ng; )O(or OXXO
Gonfiguradions)
loft
mm version
mandufactunn'
R.14sien 202a
Mi ftndows and opera
WegW. Exterior Doore,
Suotodstil SlIdIng rXWor Dear Afterribles
Compliance Slashed: E�alua!Jw ReW tarn a
Florida Registered Architect or a Uoussal Flonds
FL416332491grgo,cft
Mcf.intionel Eoloter
U"M",N1UyMar,"1!"
2
SERISS 420 ALUMINUM SGO
3
SERIES 420ALUMINUM SGO REINFORCED
4
SERIES 420ALUMINUM $Go REINFORCED
5
SERIES 420 ALUMINUM SM REINFORCED
Florida Deportment of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 2
IF1=1
Enflitirgir
2ft 20
Date Pauline
no
contact Eni-,LIJ�t
Validated IW
Validated SubMrAd
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Astound
Stem Shing" Luis Robert. Lomas
St"en 14 Urch. RE
1 omwoz; 110IM020
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CT17) 3116-21"a PE-52514
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product onofiDw
Qualfty Assurance
ApproM fair use Asporwrod
III HVHZ Out"
for Use
RM
knpw
Resistant
DOSIW
SERIES 420 ALUMINUM SGD OXO
12J31112024
No
Yes
No
WA
145-3A6quotx60": NON -REINFORCED
SERIES 420ALUMINUMSGD OXXO.XX
12131/2024
No
Y.
No
WA
9S&quct;xS0&quoL NOt4-REINFORCED
SERIES 420 ALUMINUM SGO REINFORCED OXO
17n"024
No
Yes
No
WA
145-3/4&quo1xSWuat:
SERIES 420 ALUMINU M SGD REINFORCW OX
120112024
No
Yes
NO
PYA
AD. XX9S9quotXSS&qu'Ii
SERIES 420ALUMINUMSOD REINFORCEDX)M
17J31112024
No
Yes
No
NIA
143"xg6".
Florida Department of Business & Professional Regulation
Parisi ar:t
Building Codes and Standards
1&2021
Product Approval Application Detail
rm
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mm version kUntrfmww
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Florida Registered Architect we Licensed Flord.
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At" Atimaxi added. Number or Nam
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Product Descriarlorl
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R#I*AIA
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available In top or Intornadlate section.
I I 80MIOM20D#1124
168439 Ma.,Adm. 14&1ft Mal height. Glazing 1213112023
No Y. Yes
34.40/-35.30
-104 in top or intermediate ailoldn�
Florida Department of Business & Professional Regulation
Building Codes arid Standards
ProductApproval Application Detail
Partial art
1 6=1
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Building Codes and Standards
Product Approval Application Detail
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Couipliares Mqqho* Cariffeallorn Mall; Or Lading
Caftwilan. Mffi.& Certification Wds Or Listing
ja
Florida Registered Architect or a Licensed Florida
Engineer
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it" Pro" MpdsL Number Or KM
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INA Product NOW Number or Name
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Product Model, Numberor Name
Product Description Contract Expiration Date In
MvMZ
outside HVHZ
Retilistant
Pressure
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V" 0.01. Hung wr� 07MQ025 Yes Yet KJA
1
NO 188 Fill and FIg, F-
73.82 1 r;Oulatd Gi- 02110=4 NO Yes No .65,L55
I Its PW
73 72 ln.,4.td Class owtim No
Y. No -w-SO
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CIO
I
a Thermo-Tru Fiber-Chissic and Smooll -Star
Nominal 884139r.8 &quOt;Non-Impw8qunAt Opaque 1=112022
Edge Fiberglass; Single Dow
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yeis
No
MIA
C)
C)
>
Gompoems
11 nsWrQfOut5*ng: X configuration)
No
MIA
E
0
2
b. Themnse-Tru Fiber-Classio and Smooth-Sta,
Nominal 66#3PS 9qLot.Non-Impacl", Opaque 12t31112022
Composite Edge Fiberg law Single Dow
No
Yes
(D
L_
with
XO, OX OXO
Sdelite(s) (InewnglOutemig; or
confo.raft...)
CU
Doo
3
a Tharmil-Tru Floet-Classic, end Smooth-Shor
Nominal 511,030:8 &qtje0;Nom-ImpkNc18quOt; Opaque 1213112022
No
Yes,
No
MIA
-6-0
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Fiberillawast Composite Edge Double Door vAth or
vAthout Sidelites, (I noMriglOutswing; )Q(or O)OCO
confftiumfions)
4 d. Thapire-Tru Fiber -Classic and Smoom-Star Nominal 7Sd1S9;G&qtjotNorrImoaGISquot. Opaque 1213112022 No Yes No NIA
Composite Edge Fiberglass Single Door
5
a Thermis-Tru FIbar-Clasilic and Shlooth-Star
(IftMngV0utsWn9; X configuration)
Nominal 7&039,0 squat Non-Irripact" Opaque I MI/2022
No
Y_
No
NIA
Composite Edge Fiberg ass Single Dim with
Sidellas(s) Onswing/Outsmking; XO. OX a OXO
6
1 Thernme-Tru Fflme,,CIasW and Smooth -Star
configurations)
Nominal S'D"Non-ImpacU%quot; Opaque I=lt2=
NO
Yes
No
NiA
Florida Departirent of Business & Professional Regulation Fos. 1 a 1
Florida Depatinginert of Business Professional Regulation Pass I di
Florida Department of Business & Professional Requisition
Pwi &I
Composite Edge Fiberglass SirgLe Door
Building Codes arid Standards
Building Codes arid Standards Immi
Building codes and Standards
ansyAngfOutswing, X cor"figoration)
7
a. Thamse-Tru Fiber-Cimi. and Smooth-%.
Nominal 6o0&qw'tNon-ImPwctSuruok Opaque 1201 I'm
Ccimpostilso Edge Fibarigim Sing k; Door with
NO
Y"
No
MIA
Product Approval Application Detail
Product Approval Application Detall
Product Approval Application Detail
Sidelfte(s) OnBwongtOunswing; XO, OX or CXO
configurations)
8 h Thermai-7ru Fiber-Clawift; Smooth Nominal SSM;09cluatNon-Impactilquot: Opaque 12t3l =2 No Yee No NIA
and -Star
Composite Edge Fiberglass; Double Door vAth or
Go& Shamir Or 29A 299 [lot, Poeidiras 292
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GM 20 211ts.
Dot, Island -
Without Slelalftl (I -AnSIOtleng: XX a, OXXO
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version Nmufumm
cormlact Enainear A License Validated By Validated Submitted
FQC Awroval ADNMmd
9
1. Therma-Tw FiberCbssic and Smoaffi-Shir
configurations)
Nominal 8Q;8&quatNon-Impac*ucx: Glazed 1=112022
No
Yes
NO
NIA
Affirmatim 2020 PGTInctile"
Jon, R* lutant-cods RCCO- CER Mlam*�Dade BCCO - VAL 1 V0512020 1ID52020 1IM112020 Appro�d
R.,wom
2D20 M1 Wlid- no Door,
Bromathicer Luis R Lmss.. PE 81-n W. Urlm. PER 10AISM21) 100(16=28 ia/IW020 12M512020 Appd
Affirration 2DZO PGT Industries
Jois Roslowald Ifians,0kide SCCO - CER Mio-g-Oad. BCCO -VAL ilJ06M20 11,05M20
11111IN20 Approued
Composite Edge Fibixglass Single Door
C-t-o"r- Wed-
(941) 486-ptall (786) 315-25M
Cd.M: Whd-
(717) 365-3300 PE-62514 (717)317-6454
Calt-12salf"WrO-1
(941)488-0100 (Tall) 315-2%0
grawngfOut�ire; Xconfiganition)
Subcatg.r- Flud
Subratopoy.- Wilms
befiligoatnitwd.orn
sutic*.Ucjy.. Wilms
j'oew.kapgoridusal
10
1 Therma-Tru Filber-Classic and Smooth-Sta r
Nominal Glazed 12r3112022
Composite Edge Fiberglass Single Door wth
No
Yes
No
N/A
Cointillaroca MObdt Cottleartion luark Or using
om
Compilance Named si�mtlumrlon Report tom a
Florid. le.0,11mrod Adftt -a U-sed Flmda
C."ll- Mthd: Comfort. Mari Usting
Om
Skistiftsl(s) (IrammArWOutswing, XO. OX a OXO
FI.M3411124plio
Prorossiond Entlinver
PLAM1114113fro
11
k Therma-Tru Fiber -Classic and Smoth-Star
0011fialIF9110115)
Nominal 158039:88quothion-Impoct3quot; Glazed 12W
NO
yes
No
NIA
Clus0t, A,-- A-,,W for U, Awravad far Use imoact Dow-
fidL%Uidl&29wa
Wallis 0.- Aggibligaugulag AcorannolforUs,
Is .. at pd.
Z
Composite Edge Fibargests Doublo Door with or
AMA Nunb,�ibm
Product Caselidown CnWA Excirall- Did, inHVHZ outside Resistant Phicastufto
am# Product ModA NLnbu or K�
product Description In HYRZ
QuIdde 114,318101111t pressure
Wiftiout Sidelftes (I n9wing/Outeoling; XX or OXXO
5 5 rge Missile lnnp�l
M,,A Food Wnd a4=2023 Yes Y_ Y_ MIA
Casallb, A-- AcnrwAdfwusa Avare"wil Iw Uss know cast.
Willon3for-AIDeorsandififtdows
Aluminum Wilms OW&2028 Yes
Yes Yos MIA
12
L Therma-Tru Filber-Classic and Smooth -Star
configuradons)
Norminist 7'j0&quctNorImpact", Glazed 12/Sir=
No
Yea
No
MIA
to"
2
Pradualuilkidid. Muniftbar or Morma
6?84
Product Discrildian in HVHz outside KVMZ Resistant pressims,
V-6.1 Aurnin.. N.16- 12*112024 No Y_ Yes N/A
Composite Edge Filocialoss; Single Door
ans,MrafOulswing; X configuiation)
13
m "nTru Fiber-Classio and Smooth-Str
Nomirwil 7SA39;0&qu.t;N.r-Imp.*Sq.&*. Glued 12)31 r=
Composite Edge Fiberglass Single Door voth
NO
Yes
I"j.
NIA
Sickelfte(e) (InswinglOubmMlig; XO, OX or CXO
011figUndiOng)
14 n. Themna-Tru Filow-Classle and Smooth.Star Nomhal S&03Q;O"Non_Im;pact&qLo� Glazed 1213112022 No Yes No MIA
Z
Composite Edge FIbergimus Single Door
(Ints%inghOutwn"; X confIgur2don)
15
o. Tifterme-Tru Filbes�Clwsic and Smooth-Suar
Nominal 88#39;0"No�ImpacnaquOt; Glazed 12/31=22
Kb
yes
No
MIA
Composfte, Edo@ FitowalaosSi-gle Dorsth
Sidelite(s) (InswrQKX45wrg; XO' OX a QxO
Florlds Department d Business Professional Regulation Pies I (I
Florida Deigartment of Business & Professional Regulation Ppa2or2
Florida Department of Business I Professional Regulation
Fwpo 3 Vf4
Is
ip� Therma�Tru Fithw-Clawak, and Smoth-Star
configurations)
Nominal 5&03quotNo�Impaca%quo( Glazed 12131r=
Composite Edge Fiberglass Double Door vAth or
No
Yes
No
MIA
Building Codes arid Starklards
Building Codes and Standards
Building Codes and Standards
3AM3
w#xnd Sidelites (InsmrKz/OutsMng; )0(or CXX0
Product Approval Applic allon Detall
Product Approval Application Detail
Product Approval Application Detail
17
q. Thermse-Tru Filaw-Clisisic and Srrspoth-Star
Nominal Opaque 12131 r2=
Composite Edge Fiberglass, Single Door with
No
Yes
No
MIA
18
r, Therma-Tru Fiber-Cla"ic and Somooth-Star
Transom O/X configuration)
NomhW Opaque 12131 =22
Cornpa.sus Edge Fiberglass Singles Door Mh
No
Yes
No
MIA
12511
V-1- Marmesciumor
Entity Or Ralf 29111 Dae Pontiac J20
copuss 15,alroarAucago, Maddod& Validated suboridw F5C Awrowsil Alsontrital 11141a
Ila
Version lftnufacWrw
Date lonicina 21h
carded Ermalmoor A, Ij_ Validated Str xdwdm Submitted F13C Ancraval A,,,,d
VwMm Manufacturer
Enfitw Or 29, 2111
contact Enabuter a U.- Validated ON Valklated Salommd
Daft loodriss
FBC Acarawal Aparpliod
Sidl�lit.(.) and TrOnsurn OfXO,
010X or Ol0XO wringurabord)
RoMision 2020 James Hardie BuIldift; Products. Inc.
Chad Dlocks V. Andre, Tom Job � SoWaid. P, E. 01/05=1 12114,7020 Diffis'2021 dh�g F80 Appr,
R�%J
2D20 Mold.
Nick Thompson Lynd. F, Sonniet, P.F Ryan I King, RE 07J15M21 02AS12021 02=071 00=1 Apprauoi
R114.-- 2020 w
NJOWWoh Robert Maminan JmnW, Knezoich. PE 12MOM22 IV1712022
12=022 02W12023 Appr..d
19
It. Therma-Tru F ber �Clasec and Smooth -Star
NominiSL*39;8"..Non-Invacdquat, Opaque 12t3if=
No
yes
NO
NIA
causlow. Post want
(949) 545-6350 PE-61662 (352) 387-2US
Cologell' Foil Wall.
(33D)922-2389 PE-43409 i813.) 767-6555
Categary, R.Wn2
(800)168-3411 PE-59166 (954) Fr2-0224
Composite Edge Fiberglass Single Door %ith
IsUbCat"OF11. acting
h.d.dirkilittarnmrsir-d
subcahnsrY., S.T"
mthompantillod..-
SubCabigary: Asphat Shingles
m9axiiiiieff.com
mi
Sidailo(s) pnsi�g/Ot.-Arsgr XO, OX or OXO
.
Complianco Method Enluation Rapon tom a
Comiallansai Method: EvWustftsm Report from, a
Cansillaries Method: PvAlusflm Report from a
Continuous Head and Sill cor figurabors)
Florida R.09hued Achhect Or. U-.d Florida
Flood. Itgal-clArchlboll Or. U-sad Florida
Florida ReilliteradArrAfted or. Licensed Floca
20
1. Thern-44ru Faer-Classic and Smoth-Star
Nominal Opaque 12t3l/2=
No
Y_
No
NJA
Prefiessinal Emilin..
Professional Englnw
ProNssiond Engineer
Composite Edge Fiberglass Single Door with
adelibe(s) 0 nownglOutewng; XO, OX a 0X0
FLJh3jQ2,FAPrad,dj;
FLMAMMSPrdd,
FLI111011244MIsredwas
Continuous Head " 911 configurations)
Quality Assuffaroo Apalrovacil"Use Approved for Law know of",
Qualk, A,-- A-M for U, A,,,,,d far Us, lostat ossion
QueKyAsauraoo* Anctro"d for Jam Animoviodforibile Imm Damon
21
u. Therme-Tru Rber-Cla"Ic and Smooth.Sibir
Nominal S&J13a8"Non.Imp*c4" Glued 12f3112022
No
yes.
No
NIA
geluk Product Model. Number Or fWft
Product D�t& contract cuiradw Dat In HV12 out" HIM Resistant Pressure
Stal 0
Product Model. Wine. . M-
Pro" DmHpUw Contract Exalratiort am. m 14VHZ outside HVHZ 10,011whant P-ra
Memo
Product Dwrodon Contract EMrattm Ciao In HVHZ
CKMd&ifA2 Realized Pressure
Composite Edge Fiberglass Single Dom vAth
Sloefths(s) on.w4ng/Oubinuln; XO, OX a C)XO
I Con-OokLoSiding
lib-morlithp,.icling IZOV2023 Y. Yea NA MIA
1
a. &CFuct2lsquat: Soft
Vent Or Solid Vhm�l Soffir 12)31=3 NO Yes No MIA
2t=12C
for use In FSC nw-HVK
Fiberglass, rairklorrood 3-tals. laminated. 5-tab and I 2MSQ025 No
Yes MIA WA
C%j
Continuous HOW and Sill configurations)
2 Hand.Plank Lop Siding
lb_mt I.P.IcIng 12031=3 Y. Y.O Nbk WA
2
b. lialuct,01himice T4&quat; Soffit
Vent w Solid V" Sure 1 V31GO23 N. Yes No MJA
jurisdiction.
hiphidge asphalt shinglas
C=
22
Thermal Fiber-Clawic and Sinciath-Staf
Nominal 8&jM:0"Non-Impact&cuot Glazed 1213112022
NO
Y_
NO
N)A
3
c. i4quotGrewbilar vintage BeecledWg: Soft
Varier Sold VIDIA SOM 12J31r"� No yes No MIA
C%j
Composite Edge Fiberglass Single Door �fth
4
d &quct;D3AQuol; Sent
Vent Or Sold VkrA S" 12/31QO23 No Yes No WA
Sideliba(s) (InswinglOulaWng; XO, OX a OXO
5 sqd.Charter D.1,Squal; Small Vent Or Solid V" Scale 12131Q023 N. Y., N. WA
C"
23
w. Therryis-Tru Fiber-Clessic arid Smooth -Star
Continuous Head and 311 wrifiguratowns)
Nomina I S&MS lkquatNon-1 rnpaclAquot Opaque l2t3lt=
No
yes
No
N/A
e
I. 9Q.ct-&'w spokc� Sffd
Volo-SofidVividSOM QJ31=23 N. Yes No MIA
ct)
Composite Edge Fiberglass Door Panelki v4di Vented
Sidelikii(s) itria"ngtOutswing; Xy, XXXwXXXX
24
x Themse-Tru Fiber -Classic and Smooth -Star
confl2undoms)
NomimISSP39�,Ogquo�Non-l�ipactgquotOpaqve l2t3I12=
NO
Y_
No
NJA
Composite Edge Fiberglass Door Panels with Vented
'Im
Sidelite(s) (InswmgtOuts�nq; )O� )W or X)C(X
c3_
25
y. Therma-Tru FilowZlesalo and Smodfth.Star
confia.miti.n.)
Nominal Glazed l2j3l/=
No
Yes,
No
MIA
CC
Composite Edge Fiberglass Door Panels vAth Vented
,Sclftilits(s) (InsWnGWOutsiviing: XX )00(or X)OX
Florida Department of Business & Professional Regulation Poll, I or I
Florida Department of Business & Professional Regulation polls I ri
Florida Department of Business & Professional Regu lotion
Pop I ori
U) CL)
- -
20
z. Thermse-Tru Fiber -Classic, and SmoothcAar
configurations)
Nominal 8114030:08tucchlon-Impac;%quot Glazed 121311=
No
yes,
No
NIA
Building Codes and Standards 106=1
Building Codes and Standards 116021
Building Codes and Standards
CL
�Md
Composite Edge Fiberglass Door Paneft vulth Vented
Sidelle(s) (inswinglOutswing; XK XXX or XXXX
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
27
za. Thwma-Tru Fiber-Oassic and Smoco-Star
configurations)
Nominal 684139:88,qucthion-Inpact8quot. Glued l2r3l12022
CompDsiteEdoeFibe,glass8incieD=�kh3&439:D
No
Y�
No
MIA
40
C=
Sidelke(s) (InsairgfOutswrig; XO. OX a OX0
confligunations)
22512
enflor or 292. 291 Dat, Issadma
fl2k
Enft a 2& 111a Owe looncirwr SM
09ft w 2n 21U
cau, Pmclw aft
CD
20
zo. Thermul-Tru Fiber -Classic; and Smoolin-Ster
Nominal 6&#M;8 liquatNorl-ImpactlIquot Glued 12J3112022
No
Yes
No
N/A
version Mainsifect,ror
closed rrichimarrALIc-st VIdWd IN Validated Submitted FOCAM-al A,,- RIWL
mm
Volition Manufacturer
candw Validated Ow Yddim Silenced F8Q AnOr," Atitssfyod Big-
T!IM Version Minuflactsur
coehod Iftinfinser A 11comoss Voildtax! Ill, Validated aulamm"
M Approval Appro, status
CL)
Composite Edge Fiberglass Double Door Wth
R"llim, 2020 TAMKQ Sulding Products LILC
Korl Edo Robert Nownin. John W. Knm*h, PE 1=412020 M"D23 IGJ1212020 12M9202O Appr..d
Re'Asion
2020 L.V. Thompson. Inc loss Thompson Architectural
Toy Christmen Zaow R. Pr" Slmn M. Urlch. PE 09117l'2021) OSAW020 09,221202a 12rI5=2O Appr..d
R.A0. 2920 Fladde Miltal Products [no.
Clark Jon.. Jam" L. Bucket. P.E.Q Sto," M. Uirch, PE 09,27R02a 09,25,2020
I(VO462020 1211612020 AW-.d
=
:D1
3039.0 Sidelftes 0 rs;,MngOubs*ng: O=
Calegaric R-Ing
(417) 624-6644 1,15-5151116 (254)772-6224
Now, Convoy cTANCO)
(813) 24a.3456 P974021 (117)317-8454
Cate": Rooling
r904) 783-84OG CRUCK RomeemS (717) 317-8454
29
icc. Thermal Filbet-Classic and Smooth-Scgr
QQnfg.nrt.n)
Nominal O&M.0 SAuotNQn-Imspac1" Glued 1213112=
No
Yes
NO
NIA
SubCt.WW. Umcksrl.�nnort.
karri-ademaorft,com,
Cateaw Rooling
"CW.Wtr. Poling Accesecres that are an
twYapamettroonngoom
Subcategory, Rooing Meassonoo that ars, w
Integrol Part fth. Roofing SYIW.
clarkpifiamcocom PE-31242
Composite Edge Fiberglass Single Door with 3&M.. 0
Sidelia(s) 0.swnglOutw"; XO. OX or OXO
Compliance Method Evaltmillom Repwt torn a
Rarichi Prigi Avort.1 Or a U--6 Florida
Imogril No of the "Am' system
Connell- Method; EW.Mian R.pd from .
C11-
oprifiguralion
P.Possimill Engineer
Compliance Nkthock EmIustan ROPOM term a
Flolicla Regobtrad Archliket or. Licensed Florida
Ftodda RoghteradArmilect or. U-sad Florida
Professional emon-
30
zd. Therma-Tru Fiber-Classwo and Smwth-Star
Nornina] 8&A�0&quctNonImpK%&qucx, Glazed 12W2022
No
Yes
No
MIA
Professional Engineer
Corriposits Edge ;ibarglrafta Double Door �klh
FL*12321�mmftwLtets
fLimmaz-prm�ft
39939;0 Sidelftes (I neWngiOutavoli; OXXO
QmattvAansoa Aceravoil for Use A-,,d far Usa broad
FLMBAI"Spraducn
31
ze. Trw�-Tru Fiber.Clossic and Smoath-Stair
contigurabon)
Nominal 7WO'.1) "Non-I MpgoMquot; Shgkw 1213112022
No
Yes
No
NfA
ltgl
RIMM
Product D,,,bAk, 1, out" HVHZ liftrilistant Pro-
Quality Assurance ApprowillorrUse AMWW fair Uu MM Design
Aw imm
Qually Assurance, Anchored far Use Aporaviod
Product Desarition Ir, HYHZ
far Use WMA 21ft
Outilids KVHZ It6shilant Pressure
Series Composite Edge Glued Fiberglas.Stingle
1 TAMKO Rod Umclorlayinwits (HVHZI
Rolu.dlyrfient, for use In P BC HVIZ O&MV3 Yes NO MIA MA
AMA
Ild
I.hnt
Product Description Contract Emokilson Dd, in HVHz Outside HVHZ R,dtd P_
3 �?�t"Nlcllle verVII-quat:
Aluminum Ridge Vans for Pitched rools, fetdotted 12131t2024 No
Yes No WA
Door Y�ft Or vAthout 1 '2 Sidelde(s)
jurisdom.,
I
41, .. ior Tic
26 QL state roof vanillo" with baffle 09,09120:26 Y" y" MIA WA
from 0.02V A.rmin.m
(InowinglOutowng: X, OX XO or OXO configumations)
2 TAMKO Roof Underlayrnents �NO"VI-1Z)
Roollundadyrnemis for us. In FRC m.,HVH2 oar2mm N. Yes MIA N)A
2
TAIMICO Gooseneck Vent
26 Pa. one/2026 No yea MIA -0�52.5
lunsdotions.
3
TAMCO Off-liki Rod Vent with Bafle
26 ga. MG rool'verrialor with integrated baffle OSM12M Yes Yes MIA N/A
4
TAMCO Round Top Off -Ridge Vent with same far Tfte
26 ga. stato row',nsirtilettor ". blifift. 0910912026 Yes Yw N/A N/A
Florida Do partmant of Business S Professilonal Regulation P."i Or I
Florida Department of Business & Professional Regulation Pop I at
Florida Department of Business & Professional Regulation
pigs I oft
Florida Department of Business and Professional Regulation
Building Codes and standards in=21
Building Codes and Standards IffrMi
Building Codes and Standards
3AV=
Building Codes and Standards
3/15r2O22
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Cod.
Jim version Manufactures,
Ri 2020 Lemanco
Cray Do go tif&#J%Bdm 292
r-dept Enchn-Alugairemi VAckftd ON VUdatd &b.1thad Fee A,, -.I A�,w
r
Katrina Jelley James, L. Buckner, P st-m rul. unch, PC I 1123FAM I 10=0 IiMG20 ding FRC App,
Remsion
Qmk
Version Mintriaturer
ZD20 8-1 R.ong
MOLK 2" 2111 Dot, Paid- 20
o"id Eli'dri-Sucers. Validated Dir VdIchi jKliatiLild PlICAtionnal A,,-d
And--- Room KPNIC Unit- Eluetion GaryW,W.U. 11,03=20 1002020 IIIW2020 Apprc�Ol
190
Itlet Version Martufacturw
R.�lskxi 2020 Gld* Protection Proolmse, LLC_
Mov or 2" 20
Contact Endater & License Validated Illy VoldKed eubmmw
Tim Rebriftion YMR*r A TIM Jr.. P.E. Jon W Krarr.10. PE 1390812OZO 09008=20,
Date Pondrin 20
FlICAparaind Aporawd Rod
IDOD14020 IV15,020 ApProwd
FL#5259-R31
=t
Status
Codogorta. Pooling
(501) "3-6163 PE-31242 (717) 317-8454
catogarr Pealing
(8011380-SMi S4rAM LLC. (205) 854-01163
Catogarip. Shutters
(954) ESSI-754a PE44187 (00 772-8224
VOrsiOn Manufacturer Contact
2020
Engineer & Validated Validated Submitted elladIN
License John W IWW020 10/2212020 FBC
A212roved Approved
12115/2020
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3Gf2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12J3VM0
Simpson Strong -Tie 2020 F13C Approved Products
Updated 1V30=0
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213M020
For direct %mks to all SST aPprovals listed below, CLICK HERE
For direct inks to all SST approvals listed below, CLICK HER
For direct Iriks to all SST aptProvalS ISted below, CLICK HER
For dkftt Inks to oil SST aMrovals listed beiow CLICK HER
a)
ICU
For additional information regarding Florida's Statewide Product Approval System and Merni-Dade County
Notice of Acceptance (NOA), CLICK HERE.
For airldtional infor. abon regarding Florida's Statewide Product Approval Systern and MIsm14)fide County
Notice of Acceptance (1,10A), CUCK HFR
For additional information regarding Florida's Statewide Product Approval System and Miami Cmnty
Notice of Acceptance (NOA). CLICK HER
For additional Information regarding Florida's Statewide Product Approval Systern and Marri-Dads County
Notice of Acceptance (NOA),
4-A
0)0
FL#2355-RT
FL#1 0446,116
11
HUS� HUSC series hangers
F000-mount hangers available In widths ranging from 1-518" to 3.
CIO
C/)
9/16" and heights ranging from 4-5116" to 11". Concealed flange
aodag
Product Description
JW
Product Model, Number or Name
Product Description
21511
. . . . . .
Product Descrinitlon
version (HUSC) available for models having width equalto or
1
Titan Stainless Steel Concrete Masonry Screw (TTN-SS)
114" diameter Titan stainlesS steel masonry screw
1
A21. A23, A33, AX A35, A44
Angles
1
ST, STS, BTH
Brick Too
greater than 3-9/16".
2
L- (D
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
CMST12, CMST14. CMSTCI6
Coiled Straps
12
IU $series hangers
Face -mount hangers available in Wdths ranging from 1-7/8' to 3.
0 CL
0
3
APB44, APB44R, APVB66, APB66R, APS88, APBSBR, APSI 010. AP131 01 OR, APVB44,
Outdoor Accents Post sea
3
C514, CS16, CS18, CS20, CS22
Coiled Straps
518" and heights ranging from 9-1/4" to 19'
0
C
LL
F0950119-Ril
APVB44R, APVBW. APVBS6R. APV888, APVeSSR, APV8101 0, APVBIDI DR
4
CSHP`1S, CSHP20
Coiled Straps
13
LGU3-25-SDS, LGU3.63-SDS, LGUS,2S_SDS
Face -mount hangers
. -
0 -&-o
4-- CU
4
APDJT2-4, APDJT2R-4. APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA. APVE)JT2-6.
Outdoor Accents Dock Joist Ties
5
CTS218
CompressionirTension Strap
14
LU24. LU2e, LU28. LU210
1`808-1110unt hangers
0 >
Itt"
Product Model, Number or Name
Product Description
APVDJT2FZ-8
8
DSP,SSP,TSP
Stud to Plate be
15
LUC26Z, LUC21 OZ
Face -mount hangers
E
0
1
SDI 01 12DBB
Outdoor Accents Connector Screw
5
APHH46, APHH46R, APHH610, APHH61OR
Outdoor Accents Heavy Hanger
7
H1. HlOA, H2.5A, H3. Hal. H7Z: HIS H16S, 1-116-2, H16-2S
HurricanoTies
10
LUS series hangers
Face -mount hangers available in widths ranging from 1-9116" to 4-
2
SD9112, SD9212, S010112, S010212
Strong -Drive SD Connector Screw
6
APL4, APLS, APT4, APTS, APVL4, APVLS, APVT4, APVTS
Outdoor Accents L and T Bearn-to-Colurrin Ties
8
HGT-2, HGT-3, HGT-4
Heavy Gird er Tiedown
&8" and heights ranging from 3" to 10-15iflls'.
U)
CU
3
5D9Il2SSz SDO212SS
Sirong-Drive SID Connector SS Screw
7
APLH24, APLH24R, APU-f26, AP1_H2eR, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
HS24
Hurricane Tie
17
MGUS.e3-SUS, MGU5.26-SDS, Mr, U5.60-SDS, MGU5.62-SDS, MGU7.00-SDS
Face -mount hangers
ICU
-0--o
4
SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014.
Strong -Drive SDCP Timber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2.SDSI.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3
Heavy SNd Shoo
18
MIU series hangers
Face -mount hangers available in widths ran ging from 1-9/16" to 5-
U)
SDCF221134, SDCF221334t SDCF271958, SDCF2723M
9
CBT2Z,CST4Z
Concealed Beam Ties
11
HST2: HST3, HST5, HST6
Straight Straps
118" and heights ranging from 6-15116"11ID 19-111Z'.
5 SDCP22434, SDCP22512, SDCP22614. SDCP227OD, SDCP22858, SDCP22912. Strong-Dirive SDCP Timber-CP Screw
10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties
12 HT$16,HTS20.HTS24.HTS28.HTS30.HTS30C Heavy Twist Strap
19 MUS26, MUS28 Face -mount hangers
SDCP221100. SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQ18KTZ HTSQ2CKTZ
Heavy Twist Strap
2D
SUR, SUL, SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
6
SDHR274OO1 SDHR27614, SDHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
911 S" to 3-9116'and heights ranging from 3-1 tl Wto 1MM",
7
SDS25112. SIDS25134, SDS25200, SDS26212, SDS25300. SDS25312, SDS25412.
Strong -Drive SIDS Heavy -Duty Connector Screw
13
FC4; FCS
Framing Clips
15
LSTA9, LSTA12. LSTA15, LSTAI8, LSTA21. LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) available for all double
SD325500. SDS255DD, SD3258M
14
FWANZ
Foundation Wall Angles
16
LST1149, LST173
Straight Straps
2X and 4X models; oil ty acurts flange is concealed.
8
SDS25112SS, SDS252OOSS, SIDS25212SS, SDS2530OSS. SDS25312SS
Stiong-Drive SDS Heavy -Duty Connector SS Screw
15
GAI. GA2
Gusset Angles
17
LT1320, LTB40
Brdging
21
U series hangers
Fade -mount hangers available in widths rangingfirorn 1-9116"to
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SDWF F loor-to-Floor Screw
16
H2A, H2.5T, H8, H10A.2, H10S, H14, HGAIO
HumcaneTres
18
LTS12, LTS16, LTS18, LTS20
Light Tw%t Strap
6'and heights ranging from 2-518" to 11 .114".
17
18
HCJTZ
HH4, HH6
Heavy Canoes led Joist Tie
Header Hangers
19
20
MGT
MST27. MST37. MST48. MSTOO� MST72
Medium Girder Tiedown
Straight Straps
FL#1 0007-RO
19
KBSIZ
Knee -Brace Stabilizer
21
MSTA9, MSTA12. MSTA15 MSTA18, MSTA211, MSTA24, MSTA30, MSTA36. MSTA49
Straight Straps
FLXI 0667-RO
20
Angles
22
MSTC28, MSTC40, MSTC52, MSTC66, MSTC78
Straight Straps
Itt"
EnWact Model, Number or N=
Product Description
21
LCE4
Post Cap
23
MSTC4883. MSTC66133
Pre -Rent Straps
AMA
Product Model. Number or Name
Product Descriortion
1
ATR318, ATRI/Z ATRM. ATR314
Threaded Rods
22
I.S30,1.850,1_570,1-SPO
Skowarldle Angles
24
MST126, MSTI36. MSTI48, MST160, MST172
Straight Straps
1
BA series hangers
Top flange hangers available in vAdths ranging from 1-9116" to 7-
2
ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD1 4, ATUDII 4-2
Aluminum Take -Up Device
23
LSCZ
Adjustable St3ir Stringer Connector
25
MTS12, MTSIO, MTS18, MTS20, MTS24C. MTS30, MTS30C
Medium Twist Strap
1/8" and heights ranging from 7-118" to SO'.
3
EP318-2. BPI/2, SPI12-3, BP5/8-2. BP5/", BPX4, BP314-3. BPRTUD3-4
Bearing Plates
24
LSSJ26LZ, LSSJ26RZ LSSJ28i-Z, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ
Field Adjustable Jack Hanger
25
NCA2xI 0-12, NCA2xl2-12, NCA2x8-I6. NCA200-16, NCA2xI2-IS
Bridging
2
DGBF series hangers
Top flange hangers available inwidft ranging from 3-518" to 7-
4
CNW318. CNWIt2, CNWSIS, CNW3J4, CNW5J8It2, CNW3/4-5/8
Coupler Nuts
25
LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
RCWB12. RCW914
Wall Bracing
118" and heights ranging from 9-114" to 24".
5
CTUD55, CTUD65, CTUDS6. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97,
Coupling Take -Up Device
26
LTP4, LTP5
Tie Plates
28
RPS18, RPS22. RPS28
Rspair Plate Strap
3
DGF series hangers
Top flange hangers available in widths rainging frorn I -10to 3-
Z
CTUD98, CTUD99
27
ML23Z, M11-242, ML282, ML28Z. ML2107
Angles
29
RSP4
Stud to Plate Connector
5/8" and heights ranging from 7-114" to 24".
6
N3, 144, 1145, NO
Heavy Hex Nuts
2S
MMH8
Root Tie -Down
30
SP1, SP2. SP4. SPS, SP8
Swd Plato Tie
4
DGHF series hangers
Top foinge hangers available in widths ranging from 1-3M!'tcr 3-
7
RTUD3, RTUD38, RTUD4, RTUD4B. RTUD5: RTUD6, RTUD7, RTUD8
Rarlicheting Take -Up Device
29
MMHO
Hinged Roof Connector
31
SPH4, SPH6, SP14a
Heavy Stud Plate Tie
W" and heights ranging from 9-114!'to 24"
8
TUD9, TUD10
Take -Up Device
30
MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU12111, MMLUI39, MMLU1311
Face -Mount Hangers
32
SS1. 5, SS2.5, SS3, SS4�5
Stud Shoe
5
EGS, EG7, EGO series hangers
Top fWnge hangers available in widths ranging from 5-1/4" to 8.
9
TUW38
Take-UpWasher
31
RBC. RBCP
Root Boundary Clips
33
ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST8215, STS224, ST8236
Straight Straps
7f8" and heights ranging from 11" to 32.lrZ*,
10
URS3
318" Uplift Rod Run Tieclown System
32
RST-3
RoofTer-Down
34
TB20, T1327, TB30. TB36, TB42, TB48. TB54, TB66. TBSO
Tension Bridging
6
EGO series hangers
Top flange hangers available in widthis ranging from 3-&8" to 7-
11
URS4
IJ2" Uplift Rod Run Tedown System
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB10, TWB12, TWB14
Wall Bracing
114" and heights ranging from 11-114" to 37'.
12
URS6
5JO" Uplift: Rod Run Tiodown System
34
SrC.STCT,DTC.HTC4
TrussClips
38
VGT, VGTR, VGTL
Variable Pitch Girder Tieclown
7
GLS series hangers
Saddle hangers available in vvidths. ranging from 3.11,Vto 6-7/9'
13
URSO
3X' Uplift Rod Run Teclown System
35
TJC37. TJC57
Truss Jack Clips
37
WBIOS� W13100C, W15126, WBI26C, WB143C
Wall Bracing
and heights ranging from S-1/2" to 29'-
36
Z2, Z4. Z44
Panel Stiffen or Clips
8
GLTV series hangers
Top flange hangers available in widthis ranging from 3-114" to 7-
1/8" and heights ranging from I I" to 37�
FL#10441-R6
FL#IW31-R5
9
HB sores hangers
Top flange hangers available inwidthe ranging from 1 Vl V'tD 7-
FL#1 0447-RS
1/2" and heights ranging from 8" to 39'
AW
Product Model, Number or Name
Product Description
§JU
Product Model, NuMt)er or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-1/0to 5-718"
1
DTT2
Hold-down
Sort
Product Model, Num ber or Name
Product Description
I
CBH2.37x5.6, CBH2 37x7.63, C8112.374.75
Concealed hangers
and heights ranging from 10-1/2'to 29'-
2
HDC1014, HOC10122
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU. DHU, DHUTF series hangers
Face -mount (DU, DHU) and top -flange (DHUTF) hangers
11
HGLT sores hangers
Top flange hangers available in widtho ranging from 3-1/4!'to 8-
3
H008, HH001 1, HHDQ1 4
Hold-down
2
DSC2R-SDS3. DSC2L-SDS:3; DSC5R-SDS3, DSCSL-SDS3
Drag StnA Connectors
available in Wdft ranging from I -9/10"to 3-9/18" and heights
7/8" and heights ranging from 7-117'to 32'
4
HDU2, HDU4; HDU5 HDU8, HOW 1. HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-118" to23-15116".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
5
HPA28, HPA35
Strap -style purlin anchor
4
HCPI.81, HCP2, HCP4
Hip Corner Plate
3
HGU3.63-SOS, HGU5.25-SDS� HGU5.50-SI)S, HOU5.62-SDS, HGU7.00-SDS, HGU7.25-
Face -mount hangers
1/8" and heights ranging from iVtio 3V'.
a
LSTHD8, 1_STHD8RJ
Strap -style hold-down
5
HHRC2-2, H14RC42, HHRC42-2. HHRC411 81. HHRC", HHRC5.2513.25. HHRC5.3713.12,
Heavy Hip to Rdge Connectors
6DS, HGU9.0O-SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5115"to 3-
7
MASA,MASAP
Foundation anchor strop
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1.518"to 7.
9/18" and heights ranging from 18!'to 26",
8
MPA132, MPAI"
Strap -style Purim anchor
8
HRO1.81, HRC22
Hip Ridge Connector
318" and heights ranging from 5-5111171c, 12-7/8".
14
HUSTF somas hangers
Top flange joist hangers avoilable in widIft ranging from 3-1/8" to
9
PAIS, PA23, PA28. PA35, PA51, PA68
Strap -style purfin anchor
7
LRU26. LRU28. ILRU210. LRU212
Rafter Hanger
5
HHGU5 25-SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU7 0O-SDS. HHGU7 25-SDS,
Face -mount hangars
3.allff'rand heights ranging from 5-3/8" to 13-1/8".
10
PA118, PAI23, PA128 PA135
Sbap-style Purim anchor
8
LSU2B, LSSU28. LSSU210
Light Slopeable/Skewable U Hanger
HHGU9.00-SDS
15
HUTF, HUCTIF series hangers
Top flange hangers available in widths ranging from 1 -9116" to 5-
11
STHDI 0, STHD1 ORJ
Sira"iye hold-down
9
TBE4, TRES
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS41 0, HHUS5_50110,
Face -mount hangers
1/2" and heights ranging from 3-7/16"to 16'. Concealed flange
12
STH01 4. STHD1 4RJ
Slrop-s" hold-down
10
TC24. TC26, TC28
TrussClip
HHUS7.25/10
version (HUCTF) available for all models having wkfth equal to or
11
THA29, THA2113, THA21 8, THA218-2, THA222-2, THA4113, THA41 3, THAC418, THAA22,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC sores hangers
Skewed face -mount hangers available In widths ranging from 3-
greater than 2-9/16",
C112
C_J
THAC422. THA426. THA422-2, THA4282
1/8" to 6-1/8" and heights ranging frorr 4-SIN'to 16-314"-
16
HWP series hangers
Top flange hangers available in widths ranging from 1 -9116" to 7-
C%J
12
THAII.Blf22, THAf2.06i22, THAl2. V22, THA1222, THAI322, THA13522, THA1422
Adjustable Truss Hanger Sized for I -Joist;
Concealed flange version (HSURC, HSULC) available for all
1/8" and heights ranging from 5-3/8" to 28"
C,
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4Xmodels,, only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
14
THJA26. LTHJA26, LT4MA
Multiple Truss Hangers
8
HTU2e, HTU28. HTU210, HTU26-2, HTU28-2, HTU210-2
Face -mount hangers
112" and heights ranging from 5-318" to 37'
LAJI
15
THJM2-A-SDS3, THJM2-"DS3, THJU2e, THJU28-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from 1-9/16"to 7-
18
ITS series hangers
Top flange hangers available in widths ranging from 1-9/1 6'to 3-
16
TSBR2-24
Truss Spacer -Restraint
112" and heights ranging from 2-7X'to 19-114". Concealed flange
5/8" and heights lounging from 9-11W to 16'
17
VPA2, VPA25, VPAS, VPA35, VPA4
VariabL- Pitch Connectors
version (HUC) availablefor all models having width equal to or
19
JB series hangers
Top flange hangers available in width of 11�9118` and heights
c1l)
C-) C-4
18
VTCR
Valley Truss Clip
greater than 2-9116".
ranging from 5.318" to 7.114'
cc ;,<
LL_ CL_
10
HUC01.8119-SOS, HU001.81111-SOS, HUCQ210-2-SOS, HUCQ210-3-SDS, HUCQ310-
Face -mount hangers
20
JRA series hangers
Top flange hangers available in width of 11-9116"and heights
c= -
SDS, HU00410-SDS, HUG0412-SDS, H(JCQ5.251a-SDS� HUC05.25111 -SDS, HUC0610-
ranging from 9-3118"to 13-118"
c14 A--
c= cu
SDS, HUC0612-SDS
cu
cc
dj
cc c)
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1250M20
Simpson Strong -Tie 2020 FBC ApWoved Products
Updated 1ZI30/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12410=0
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12501202C
For direct Inks to elf SST approvals Wd below, CLICK HER
For direct Inks to off SST approvals listed below, CLICK HER
For drect Inks to all 8ST approvals Wd below, CLICK HER
For drect Inks to all SST approvals listed Wow, CLICK HER
For additional information regarding Flondas Statewide Product Approve] System and Marni County Notice of Acceptance (NOA),
For skidtonal information regarding Floridees Statewide Product Approval System and Mami-Dada County Notice of Acceptance (NCA), LLtQK.UZN.
For additional information regarding Floridas Statewide Product Approval System and Marni-Dade Ocunty Notice of Acceptance (�OA) al1QKJ=.
____Z
For additional information regarding Flonds's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (1,10A), CLICK HERE.
21 LB series hangers Top flange hangers available in Width of 1-9/16" and heights
FL#11468-R5
18 SILBV1,56, VLBV1.81, SILBV2.06, &LEV2.37, S/LBV2,56, S&BV2,68, SILBV3,12, Top Flange Joist Hangers
6 SET-XP Adhesive Anchor for concrete
ranging Irorn 6-318" to 15-1/8",
Sq_BV3.56, SILBV3.62, SILBV4.06, SJLGV4 12, S/LBV4.28, SILBV4.76, SILBV5.50
6
Strong -Bolt 2 (ST62, ST524SS, ST82-6SS)
Strong -Bolt 2 Wedge Anchor for concrete available in carbon
22
LBAZ seres hangers
Top flange hangers available in wdth of 1 -9116"and heights
§W
Product Model. Num bar or Name
Product Description
19
SILTT20, SOTT2Z. S/HFIFT14, HTT4, HTTS
Holdowns
steel and Types 304 and 316 stainless steel
ranging from 9.3fl6" to 13-IfB"�
1
HHUS210-3. HHUS210-4
Joist Hanger
20
SIMST60, SMT72
Stram Ila mil (10 ga)
7
Titan HD (THD-H, THD-HMG, THD-H4SS, THD-MSS, THD-CS, THDCSSSS)
Then HD Heavy Duty Screw Anchorfor concrete and masonry
23
LEG3, LEG5, LEG7 sores hangers
Top flange hangers available in widths ranging from 31X'to 6-
2
HRS6, HRS8, HRS12
Strap Ties
21
SP4.SP6
Stud Plate Ties
available with hex head In carbon steel and Typas 304 and 316
71B" and heights ranging from 9" to 33-1/2'
3
HUCO210-2-SDS, HUCO210-3-SOS, HUC0310-SOS
Joist Hanger
22
SSP, DSP. TSP
Stud Plate, Ties
stainless steel, or with countersunk head in carbon stool and
24
MEG5, MEG7 seneshangers
Top flange hangers available in widths, ranging from 5-114" to 6-
4
THGB2, THG83, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC.DTC
TrussClip
Type 316 stainless steel
718" and heights ranging from 9" to 32-1/7'
5
THGQ2-SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGOH3-SDS4.5, THGQH4-SDSB
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titan HD Rod Coupler (TH03763411C, THD50934RC)
Titan HD Threaded Rod Coupler for concrete
25
MIT sores hangers
Top flange hangers available in Wdths ranging from 1-9116!'to 5-
6
THGW3-3, THGW3-4, THGW4-5. THGW44
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger (THDB25158RH, THDB3715SRH, THD37212RH,
Titan HD Threaded Rod Hanger for concrete
118" and heights ranging from 9-1/W'to 24".
THID-50234RI-1, THIDIO212RH)
25
PF, PFB, PFDB, PFIDSB series hangers
Top flange hangers available in width of I -9110'and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-,V8" to 7-1/8"
F1.411473-R5
FL#13904-RS
27
FIR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in vvidths ranging from I .9116"to 7.
Product Description
Product Model, Number or Name
Product Description
FL#t623Q-R8
118" amd heights ranging 9-114" to 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCalffl.82-SDSHOG, CCQM4.82-SDSHDG, CCOM5.50-SDSHDG, CGTQM3.62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
OCTOM4.62-SDSG: CCTQM5.50-SDSG, COCOMS.82-SOSG. CCCQM4.62-SDSG,
Abu
Product Description
3
H18, HISS, HIB-Z H16-2S
HurricaneTie
CCCQM5,50_SDSG
1
AT-XP
AT-XP High-Strenglh Acrylic Adhesive for concrete or masonry
FL#I 0960-RO
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
ECCLQM3.62GKT. ECCLQM4.62G-KT, ECCLOM5.50G.KT, ECCLLQMD3.62G-KT.
Masonry Pier Caps
2
ET -HP
ET.HP Epoxy Adhesive for masonry
E
5
HETAL12, HETAL16, HETAL20
Embedded Truss Anchor
ECCLLQMD4.M-KT. ECCLLOM05,50G-KT, ECCLROMD3.62G-KT, ECCLRQMD4.=-
3
SET-XP
SEr-XP High -Strength Epoxy Adhesive for masonry
acd"
Product Model. Number or Name
Product Description
6
HGAM10, HMO
Masonry retrofit connectors
KT, ECCLRQMD5.SOG-KT
4
Strong -Bolt 2 (STB2)
Strong -Soft 2 Wedge Anchor for masonry
(D
I
ABA44. ABA44R, ASA413, ABA46R, ABA86, ABA66R
Adjustable Post Base
7
HHETA16. HHETA20, HHETA24, HHETA4D
Heavy Embedded Truss Anchor
3
HGUN6,25, HGU[vt5.50, HGUM7.00, HGUW.25, HGUMO 00
Heavy Masonry Hangers
5
Titan 2 (TTN2)
Titan 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU46. ABU46R. ABU5-5, ABU54 ABU65, ABU66 ABU66R, ABU88,
Adjustable Post Base
8
LGT2, LGT3-SDS2.5, LGT4-SDS3
Girder Tiedown
4
LGUM2&2, LGUM26.3. LGUM264. LGUM28.2, LGUM28-3, LGUM284, LGUM[210-2.
Masonry Beam Hangers
6
Titan HD (THD-H4SS. THD-HOSS, THD-CSSSS)
Titan HD Heavy -Duty ScrewAnchor forconcrete available in 304
ABU80R, ABU1010, ABU101OR; ABU1212, ASU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410
or 316 stainless steelwith hex head, and 316 stainless steel with
mmm
4
ABW44ZT A8W44RZ, ABW46Z, ABW4SRZ, ABW66Z. ABWS6RZ, ABW7-7
AC4, AC4R, ACE4, ACB, AC8R, ACES
Adjustable Post Base
Post Cap
10
I I
META12, META16, META18, META20, MErA24, META40
MSTAM24, MSTAM30, MSTCM40, MSTCM60
Embedded Truss Anchor
Strap Tie for Masonry
5
MSHA3-12/9 25, MBHA3.12fl 1.25. MBHA3.56f7.25, MBHA3.5619-25, MSHA3.56ill.25,
MBHA3.56/11.88, MBHA3.5&14, MBHA3.56/18, MBHA3.56M8, MBHA5.60f7,25,
MasonryTop Flange Beam Hangers
7
Titan Turbo (TNT)
countersunk head,
Tilen Turbo Screw Anchor for concrete or masonry
5
BC4, BC46. BC4R. BCS, BCBR� BC8, BCS2-2/4. SC52-M
Post Cap
12
MTSM16, MTSM20, HTSM16, HTSM20
Twist Strap for Masonry
MSHA5.50/9.25, MBHA5 50M 1 25, MBHA5.5C/1 1 88. MBH A5 5Qfl 4, MBHA5 50fl 8,
6
C844, C1348, 0848. CBSS, C888
Embedded Column Base
MBHA5.50118
CIO
7
CB5044-WS2, CBSQ4jS-SDS2, CBSQ66-SD52� CBSQ86-SUS2, CBS088-SDS2
Embedded Column Base
6
MBHU3,5619.25, MBHU3.56fll.25, MBHU3.5&11.88. MBHU3.56114, MBHU3.56116,
Masonry Beam Hangers
FL#1693?-R3
8
CC, ECC, ECCU Series
Rolled column caps with Wl ranging from 3-14' to 9-IZ and
FL#1 114WRS
MBHU3.58/18. MBHU55M.25, MBHU5.50111.25. MBHUS.50/11.88: MBHU5.60/14,
>
W2 ranging from 3-W8" to 7-1/2"
IMBHU5.50116, MSHU5.50118
-ellif
Product Model, NuMberor NaMe
Product Descriation
0
9
COC-SIDS2.5, ECCQ-SDS2. 5 Series
Scravood column rapswith WI ranging from 3-lt4" to 9-11Z'and
1%"
r
Product Description
I
)(34181016.5K, Xl S1018� XI 6101 64K, X01 S101 6, XQl 61 OI&4K
410.18 Stro ng-Drive X Metal Self -Drilling, Topping Screws %ft 03
W2 ranging from 3-W8" to 7-1/2"
1
DTTiZ
Dock Tension Tie
Drill Point
>
10
CPT44Z, CPTW, CFYT88Z
Concealed Post Tie Base
2
HD12. H019
Borted Holdowns
FL0113975-118
2
XLQI I 4TI 224, XLQI 14BI 224-2K
412.24 Strong -Drive XIL Large -Head Metal Self -Drilling, To pping
11
EPB44A, EPB44, EPI346. EPB65
Embedded Post Base
3
HD3B, HD5B, HD7B, HDOB
Bolted Holdowns
Scrows with #6 Drill Point and Large Diameter Hex Washer Head
12
EPS4Z
Embedded Post Bass
4
HTT4, HTTS, HTTS-3/4
Tension Ties
Seg
Product Model, Number or Name
Product Description
3
XMQI 114S1224. XMQI 14BI224-2K
#12-24 Strong -Drive XM Mediurn-Head Metal Self -Drilling,
0
13
LC844, LCB86
Embedded Column Base
5
LTT19, LTT20B, LTI131
Light Tonsion Ties
I
SDW22300, SDW223W, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638.
Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws
Tapping Screvos with #6 Drill Point and Medium Diameter Hex
14
15
LPC4Z,LPCSZ
MPI344Z, MPBMZ, MPB88Z
Light Post Cap
Moment Post Base
2
SDVM834
SDWC15450: SDWCI5SO0
4
XQI 1 4SI 224, X01 I 4BI224-Z5K XI 14311224, XQl 1 2S1 224. XQI 12B1 224-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5
Drill Point
Strong -Drive SDWC TRUSS Screw
16
PS44, PB44R, PM, PBW, PB06R
Embedded Post Base
FL#L36M-R5
3
SDWHI93OODB, SDWHI940ODB. SIDWHIDOODDE, SDWH198WDB, SDWHlDlOOODB
Strong -Drive SDWH TI MBER-H E(Screw
5
XU34Sl 01 S. XJ34BI 01 "K
010-16 Stro ng-Dnve XU Metal Seallf-Drilling, Topping Screws YAM
=3
17
PBS"A, PBS46. PBS66
Embedded Post Base
4
SDWH274OOG, SDWH27SOOG, SDWH1278ODG, SDWH27lOODG, SEYWH2712()DG
Sbrong-Drwe SDWH TIMBER-HEXHOG Screw
#1 Drill Point
is
19
PRVG,PBVIO
PC44-1a. PC4a-10, PC48-16. PC64-16, P085-18. EPC44-16, EPC46-113, B-C48-18,
Round Post Base
Postcap
AeML9
1
SB5/8x24, S8718x24, SB1x30
Product Deschiplion
SB Anchor Bolts;
5
a
SDWS16212, SDWSI 6300, SDASl 6312, SDWSl $400
SDWS19800, SOWS1971Z SDVVS2240D,SDWS22500.SCYWS22512. SOWS226007
Strong -Drive SDWS FRAMING Screw
Strong -Drive SOWS TIM13ER Screw (Intenor Grade)
0
EPC64-16. EPCOS-18
2
SSTB16. SST820, SSTB24. SST828, SSTB34, SST836. SSTBIOL, SSi SSTB24L,
SSTB Anchor Bots
SDWM800, SDWS22900, SDA4S221 000, SOWS221 I 00� SDWS221200, SDWS221500
FL#&%20-RO
20
PC4Z, PC4RZ PCdZ, PCBRZ, PC8Z, PCSRZ. EPC4Z, EPG4RZ, EPC6Z, EPC5RZ. EPC8Z,
Postcap
SSTB28L
7
SDVV=30008. SDWS224(1008: SDWS2250OD8. SDWS226OODB, SDWS22WODB,
Strong -Drive SOWS TIMBER Screw Exterior G rade)
EPC8RZ
SDWS221 O0ODB
1111
Product Descriotion
21
PPB"-4Z. PPI34"Z
Post Base
8
SDWS223l2DBB, SDVVS22512DBB
Outdoor Accents Structunal Wood Screw
I
DMSSC .5. DSSCB48, DSSCB48. DSHS
Bypass From ing Drift Strut Connector
22
RPBZ
Retxft Post Base
FL*13872-R4
9
SDWS27300SS, SDWS274OOSS, SDWS2750OSS, SDWS276OOSS, SDWS278OOSS,
Strong-Driva SIDWS TIMBER SS Screw
2
FC843.5, FC645�5, FCB47.5; FCB49.5, FCB411 �5
Bypass Framing Fixed -Clip Connector
SDWS27100OSS, SE)WS27120OSS
3
FPHSD34SlO18, FPHSD3481018, FPHSD34B1015-5K. FPHSD34S1214,
#10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self -
Sea X
Product Model, Number or Narme,
Product Desoription
10
SDM13400
Stirong-Drive SDWV SOLE -TO -RIM Screw
FPHSD34B1214, FPHSD3481214-5K
Drilling, Tapping Scr&"
CIO
I'Llin 0866-115
1
CMST12, CMST14, GMSTC16, CS14, CSlB, CS18, CS20, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSP04.25, LSFCO.25, SFC2.25, SFC4.25, SFC6.25
Steel Framing Connector
M
2
HRS6. HRS8. HRS12, FHA6, FHAP, FHAl2, FHA18, FHA24. FHA30, MST126, MST136,
Straps 97 mil (12 9 a)
6
LSSC4.25, LSSC6.25, SSC2.25, SSC41,251 SSC6 25: MSSC226, MSSC4.25, MSSC6.25,
Steel Stud Con nectors
AW
Product Model, Number or Name
Product Descithbrition
MST148. MSTIBO, MST17Z SIMST27, SIMST37, VMST48
MSSC4.25KW, MSSC6 25KW
I
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28: HTS30, HTS30C
Heavy Twist Straps
FL#153&3-R3
6
RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S
Rigid Knee Wall Connector
2
FRFP
Fiat Retrofit Foundation Plato
4
LSTA30, LSTA30, LST149, LST[73, MSTA9, MSTA112, MSTA15, MSTA18, MSTA21, MSTA24
Straps 43 mill (18 go)
7
SOB43.5, SCB45.5, SC647.5,SCB49 5 SC9411.5, MSCS45.5, MSC647.5
Bypass Framing Slide -Clip Connector
3
GH40-6, 01-14", G 1-148-6t GH48-8, GH41 0-6, GH41 0-8. GH66-6, G HW8, GH6", GHes-
Girder Hanger
5
LSTA9. LSTA12, LSTAl 5. LSTA18, LSTA21, LSTA24. ST292, ST2122, ST21 I 5� ST2215
Straps 33 trill (20 ga)
§W
Product Model, Number or Name
Product Dersarlption
8
SCS32-5M7, SCS62-5,97� SCS62-511 18, SCS82-6/1 IS
Bypess Framing Connector
8, GH61 0.6, GH610-8
6
LSUBH3.25, SUBH3.25, MSUBH3.25
Bridging Connector
1
AS 18, AS I &-Z, AS 1898
IS ga. Truss Plates
9
SCW3.25, SCW5.5
Havid-af-Waill Side -Clip Connector
4
GLB5A, GLB5B, GLB5C. 01-551), GLB7A, GLE713. GLB7C, GLB7D
Glulant Bearing Plate
7
LTPS
Lateral Tie Plate
2
AS 2OHS
20 ga. High Strength Truss Plate
10
SJi SJC10.25, MSJC8.25, MSJC10.26
Stool Joist Connecroirs
5
GLBT512, GBLTS12, GL13T518, GBLT616, Gli GSLT820
Glularn Bearing Plato
8
LTS12, LTS16, LTS18, LTS-20
Light Twist Straps
3
AS-20
20 ga. Truss Plate
11
SS63.518
Bypass Framing Slide -Clip Strut Connector
CU
6
HGLBA, HOLBB, HGLBC. HGLBD
Heavy Glue rin Bearing Plate
9
MSTA30. MSTAX STS215, ST6224, ST9. ST12. ST18, ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (Is ga)
4
ASHP
Hinge Plato Connector
12
XLSH34B1414, XLSH7881414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
7
HGT-2, HGT-3, HOT-4
Heavy Girder Tiodown
10
MSTC68, MSTC78, STS238
Straps 88 mill (14 go)
Screws
LU
8
UFPlMDSS
Universa I Foundation Plate
11
MTS12, MTSIS, MTS18. MTS20. MTS30, MTS24C, MTS30C
Medium TwistStraps
13
XQISI01 8, XQl 81016-41K, XQIS1214. XQIB1214-3.SK. X078S1224, X078SI 224-3K,
#10-18. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling,
9
URFP
Universe I Retrofit Foundation Plate
12
SfEl.56, SIB1.811, SIB2.06, S�82.37. SfB2.56. SIB2.68. StB3.12. &W�56. StB3,62, SIB4.06,
Top Flange Joist Hangers
FI-91 571*R4
XQI 14SI 224, XQl 1481224-2-SK XQ1 12S1 224, XQI 1281224-2K, X34S101 6-SK;
Tapping Screws
<
Sffi4,12, SirB4.28. SfB4.75, $185.50
XlSI 010, XiBl 01 6-4K Xl SI 214, XlB1214-3.5K
13
SiBA21218, SIBA2.12110, SIBA212f`12, S8A2,12114, S(BA4.1818, SIBA4.18110,
Top Fla nge Joist Hangers
§2LI
E=ct Model. Numberorn=
Product Descriotion
Z
SIBA4.18/12, SIBA4. I s/14
1
Er -HP
Adhesive Anchor for concrete
Z
14
SIHIA
Hurricane Tie
2
GAC, G DP. G DPM-50. GDPM-75, G DPM-1 00. G OPS, GW-50, GW-75 OW-1 00, GTH
Gas -actuated fasteners and assemblies
<
15
S/HD8S. Srl SMD10S. Sirl-1010R. SIHDISS, S/HDI5R
Holdowns
3
PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners. threaded studs, and assemblies
16
SIHDU4. S(HIDUS, S/HDU9, S1HDUl I
Holdowns
PDPAWL-W, PSVL3, PSVL3-K PCLDPA, PECLOPA, PTRHA3, PrrRHA4
17
SMOT, SfHJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
March 6, 2023
PA 1.3
MIAM� JoU.&AII-D.ADE COUNW
PGT Industries. Inc.
PGT Industries, Inc.
WAAM PROD U C T C ODC[ROL SX CnON,
PGT Industries. Inc.
11905 SW 26 SteeL , ptam 31DO
NOTICE OF ACCEPT-JUNCE: EVIDENCE SUBWrTED
'NOTICE OF.ACCEPTXNCE.: EVIDENCE SU.BM[TTY-D
MEPARTUMT OF REGULATORYA" ECC R_03MC RESOURM 0=) MUMI, Florku 33175-2474
SQ&RDAND CODE AD11DIMTRATIONDNISM14 T(796)3U-2590 F(7WJ315-250
NOTICE OF ACCEPTANCT: EVEDENCE SVTBWMD
OF ACCEPT.CNCE (NOA) www-WASMAMIle-roymmomf
1. Evidence submitted under previous _N0A
D. QUA= ASSITELkNCE
A. DRAWENG.S
B. TESTS (continued)
L Miami Dade Department of Regulatory and Economic Resources (RER)_
-NOTICE
PGT Indusuies, Inc.
1070 Technolo&v Drirre,
I - Mauffacturees die drawings and wdions.
5- Test report on 1) Air l[afftration Test, per FBC, TAS 202-9.4
Nordi Venice, FL 34-275
(Submifted under.YOAX& 11-019Z 04)
2) Unifonn Static Air Pressure Test, per FBC. TAS 202-94
E. 3LITERILAL CERTMCATIONS
S C OPE:
2- Drawing No.1,11D-5570.0, tifled"Viqyl Sliding Glass Door NOA aW, sheets 1
3) Waftr Resistance Test, per FBC, TAS 202-94.
1. Notice ofAccepanceNo. I."_528.14 issued toVision Extrusion Limited fortheir
This NOA is being issued under the applicable rales and regulations governingthe use of coustructionmaterials- lbe
through 21 of 2 1, prepared by manufacturer, dated 10,054 5, with rnision A dated
4) Large Missile Impact Test perFBC, TAS 201-94
"White Rigid PVC Exterior Extrusions for Windows and Doors'". dated 094 3/15.
documentadon submitted has been reviewed and accepted by Nfiami-Dade County RER -Pwduct Control Section to
OC-05A7, signed and sealed by A- Lynn Mfllff7 P-E.
5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94
expiring on 0930Y19.
bc=edmKa=Dade Cvvay and otherareaswhat aUm-edbydmAuthofftyHavmgJutis&tux(AW).
6) Forced Entry Test, per IFBC. TAS 202-94
2. Notice of Accept2nce"No. 16-0-10.09 issued to Vision Extrusion Limited fortheir -17E
This.NOA shallnotbe vshd aflerthe expiration date statedbelow-The Miami -Dade County Product Control Sectim
B. TESTS
akeg withmarked-up drawings and instathtion di of vuTl didW gbss door, pwpared
1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for
(In NfiamiDade County) an&orthe AM (in amsother thanM�urul)ade County) reserve the right to have this
I - Test report on 1) Uniforra Static Air Pressure Test, per FBC, TAS 202-94
by Feneslration Testing Lab- Inc., Test Report No. FTL 9549, dated I I W-1 5, signed and
Wmdows and Doors-, dated 117V&16. expiring on 1129/21-
product ormatenal testedfor qualityamunmcepu:poses. If Ilm produd ormaterial fails to petfinmin the accepted
2) Large Missile Impact Test per FBC__ TAS 201-94
sealed by Idalmis Ortega, P. E_ (Test report revised on 120445 and 024116)
3. Notice of Acceptance No. 1�"52&15 issued to Vision Extrusion Limited fortheir
manner, the mawficturer will incurtheexpense, of suchtesting andthe Alilmnyi�ltelyrevokce, modify, or
3) Cyclic Wind Premm Loading per FBC, TAS 203-94
6- Test report on 1) Air Infiltration Test, per FBC. TAS 202-94
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions f"
suspend the. use of such product or material within 1hew1unsdiction. RER reserves the nghtto revoke this
along with marked -UP drawings and installation diagram ofvmyt slidmg glass door, prepared
2) Unifonn Static Air Pressttre Test- per FBC TAS 202-94
Wmdows and Doors", dated 08,113115. expiring on 0913019-
acceptance, if it is determined byNfiami-Dade CountyPtoduct ConwDl Section that dmptoductormaterial fails to
meet the requmeamts of the applicable- building code-
by FCnCSft2tiQn Testing Lab, Inc.- Test Report No. FTL 9717, dated 1 21,107/15, signed and
3) Water Resistance Test. per FBC, TAS 1.02-94.
4. Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Sobations USA,
This product is aMoved as describedhesein andhas been des *_ed to comply with the Florida Building Code,
se" by Idalmis Orteg.L, P_ E. (Test rqwd revised on 02)15,16 and 02,2+16)
4) Large Missile Impact Test per FBC, TAS 201-94
Inc. for their LT.A-N 3040 and Lighter Shades (Non -White) Rigid PVC Exterior
including the High Velocity Hurricane Zow-
1 Test report on 1) Air Infiltration Test, per FBC__ TAS 202-94
5) Cyclic Wind Presswe Loadingper FBC, TAS 203-94
Extrusions for W indows and Doors" dated 09il 5116- expiring on 01,D4P. I
DuSCRIMON: Series "515 7W_ 770" Vinyl Shiding Gla ss Door (Reinforc ed) w,*o 9 OF & IMP cmim s-L M.I.
2) Uniform. Statw Air Pressure Test� per FBC, TAS 202-94
along with marked -up drawings and installation diagram of vmyl sliding glass door ' prepared
5. Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA,
AYMOVAL DOCUMENM Drawing No. 10-5570A Rev B. titled "I'myl Shding Glass DoorN0A (LW'- sbees
3) Water Resistance Test, per FB C. T-4,S 202-94-
by Fenesftation Testing Lab- Inc., Test Report No. FTL 8552. dated 12,%115, signed and
Inc, for then --Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
I through 21 of 2 1. preparedby mamifacturer, dated MWI 5 and last revised on 0-101/12 1 signed and sealed by
4) Large Missile Impact Test per FBC, TAS 201-94
sealed by Idalmis Ortega, P. E, (17est report revised on 02/15,Q-016)
Exh-usions for Windows and Doors" dated 09,115116- eqriring on 0446i20.
1,
A- Lym Mi1ler, P.E.. bearing the Mianai-Dade County -Product Control Reiuision stamp with the Notice of
5) Cyclic Wind Presme Loaftir per FBC, TAS 203-94
7. Test report on 1) Uniform Static Air Preswe Test, per FBC, TAS 202-94
6. Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USk
4White
Acceptance number and expiration date by theNfiami-Dade County Prodwt Control Section
6) Faced Entry Test, per FBC �US 202-94
2) Large Missile— Imp2ct Test per FBC, TAS 201-94
Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors dated
.%1ISS1LEbVT_kCTRAMG: Large and Smaill Alissile Impact Resistant
along v# ith marked -up dTawmp and mst2llation diagrmu. of virryl sliding glass door, prepared
3) Cyclic 'Wind Pre -Am Loading Per FBC. TAS 203-94
0&10117, expiring on01128,118-
Limitations:
by Fenestrati(m Testing Lab� Inc" Test Report No- FTL &546, dated 1 IYD&I 5� signed and
alongwithmarked-up drawmgs and mst2llation diagram of vwyl sliding glass door, prepared
7- Test reports No(&). l0-W2-702(A), 10-06-M0527, 535753-09. per ASTME-K
1 . See table I (sheet2) aW table 2 (sheetg) forapplicable SGD unit sizes, desip presswes, reinfmcemeats. types.
sealed by Idalmis Ortega, R E. (liest report revised on 01/04/16 and 02dl-127016)
by Fenestration Testing Lab- Inc.. Test Report No. FTL 6639 (samples A -I thru A-22), dated
AST2M1929 and ASTUD-635. issued by EXOVA toVision, Extrusion. for cellulosic
glass lypes- sill nser (see tablesB-1 & B-2. sheets 7-8) aW ancborlayout sheets requirements in I I thru 16.
3, Test report on I)Air luffitf ation. Test- per FB C TAS 2(P,94
1 1/19il.0, signed and sealed by Jorge A_ Cam, P. E_ (Submitted underX -4. -
'0 Yo. 11
Composite Material -
2. RigidWhite PVC, Tan (Non-wbite) Rigid PVC andBrovacoated (Painted or laminated) white Rj_pd PVC to be
2) Uniform Static Ak Pressure T6t_ per FBC, TAS 202-94
01070-4
(,Subm&ed under.,N10.4Xo. 11-0107 04)
labeL-dper:referencedNONsrequktmects-
3) Water Redstance Test. per FBC, TAS 202-94
8 Test report on 1) Air Infiltration Test. per FBC, TAS -102-94
S. Notice ofAcceptance NG- 14-0916.0 issued to Kuraray America., Inc- for their
3. Egress operable doors must complywith min clear wulth or he�ghtper FBC requffememt as applicable.
4) Large MissilE Impact Test per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, per FBC. TAS 202-94
"SeatnGhst (Clear and 111the) hiterhyee. utpiring on 07/04/18.
4. Pocket walls under separate approvat to be reviemdby Btilding officol,
5) Cyclic Wind Press= Loading per FBC- TAS 203-94
3) Water Resistance Test, per FBC, TAS 202-94.
9. Notice ofAcceptance No. 16-1117.01 issued to Kuraray America. Inc- for their
LABELLNG: Each und shall beu a permanent label w-fth the manufacturees name or lo ci sta d
pp. ty te an series and
6) Forced Entry Test, per FBC, TAS 202-94
4) Lvge Missile Impact Test per FBC, TAS 201-94
Tresifolg, U Itraciear. Clear and Color PXB Interlay ol
ers7. expiring on 07V8' 0
follo wmg statement 'Miami-Dadie C ounly Pro duc t Co nVol Appro ved7, no ted herein-
along with maiked-up dawmgs and installation diagram ofvinyl sliding glass door prepared
5) Cyclic Wind Pressure LoadmgM FBC, TAS 203-94
RENEWALLof thisNOA shall be considered a&n a reneuml application has been filed and therehmbeemno
by Fenestration Testing 14b, Inc., Test Report No- FTL W47, dated 11'04115, s*ned and
6) Forced Entry Test. per FBC. TAS 202-94
F. STATEIN11ENTS
changein the applicablebuilding code negativrely affectum the performance oftbis product.
sealed by Idalmis Ortega, P. E. (rest report rnised on 02il 5/16)
along with maiked-up drawings and installation d of vinyl sliding glass door� prepared
L Staternent Letter ofconformance with FBCJ-0h Edition VM14) and FBC-6* Edition
TER31PUTION offts X0AwX occur aftrthe expiz;tica date or if thetehasbeena revision or change inthe
4. Test report an 1) AirInffitration Test, per FBC_ TAS 202-94
by Fenestration Testing Lab, Inc., Test Report `No- FTL 6337 (samples A- I thru A-5). dated
(2017� issued by manufachm, dated OW14117 ' signed & sealed by Lynn Miller, P.F_
materials, use, an&or manutwture ofthe product or process..NLfisuse of this NOA as an endorsement ofairy product,
7) Uniform Static Air Pressure Test, per FBC_ TAS 202-94
11,0640, signed and seaked by Jorge A. Cam, P. E (Submiffed under.YOAX& 11-
2- Statement Letter of no financial interest, dated 04/1 &17- iss:ued by M2WfWtU1ff_ signed
for sales. advertising or any otherpurposft shall autowafic allv tetminate this NOA. F"ure to complywith any
3) Water Resistance Test. per FBC, TAS 202-94
0161,1109)
& sealed by Lynn Miller, P.E.
section of this NOA shallbe cause fortemination and resnoval ofNQA.
4) Lffge Mmile Impact Ted XFBC, TAS 201-94
3� Letter of lab comphartm part of the above test reports.
ADVERTISUMENT. The NOAnuznber preceded by the words Nliamii-Dade County. FlorWa, and followed by the
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
C. C-ALCULATION'S
4. RIER. Test Proposal No. 17-0387- dated 05iX)5 117, stgned by Ishaq Chanda. P.E_
expiration date maybe displayed in advertising liteistute. If anypodionof the NOAu displayed- then it shall be
6) Forced Entry Test, per FBC, TA.S 202-94
L Anchorverification calculations and structural analysis, complyingwithFBC--2014,
done in its entirety-
9M with marked up drawings and tr[St2llAtion diagram, Of VMY1 sliding g1m door prepared
prep ared by P GT, d ated 12 V911 5 2 nd 119 revised on 02,1516, signed and se al e d by
G. OTHER
LN SPECTIO'N: A copyofthis entireNOA shallbeprovided to the userby-1he manuhicturer or its distributors and
by Fenestnition Testing Lab, Inc., Test Report No. FTL &17-0- dated 1210415� signed and
AnihanyLMA",P.E.(Stibmittedimder.YO.4.\'o.15-1210.01).
1. Notice of Acceptance No. 15-1210.01- issued to PGT Industries, for their Series
shall be available for kspection at thejob site at the request of the Building Of5cial.
sealed by Idalmis Ortega, P. E� (Ilest report revised on 0 V041 6 and 0.14 111 6)_
2. Glazing complies with ASTME-1300-09-
-557012770- Vinyl Sliding Ghs-s Door (Reinforced) expiring on 04/1.4,21-
This, NOA revises& renews'NOA*26409.05 and consists, of this paw I and evidence pages E- 1. E-2. E-3. E-4.
E-5 & F-6 as well as approval document mentioned abmv-
The submitted doc=enUtcn was mriewed by Ishaq I Cbauda, P.E.
Isk2q I Clkas&, P.E.
Ishaq L Chanda, P.E.
bhaq L Chanda, PX.
Product Control Unit SuperTizar
Product Control Unit Supervisor
Product Control Unit Supervisor
IN10A NO. 21-0205.03
NOA.No. 21-0205.0,3
NOA No. 11-0205.03
NOA No. 21-420.5.03
Expiration Datot April 14,2026
Expirmfion Date- Apri[14,2026
Approval Date- Ifarch 25. 2021
Expiration Date: April 14,2026
Approval Dam 34arck 15, 2021
ExpirationDate- AW914,2026
Approval Date: 36f2rch 1S, 2021
7 Approval Dato.-Ilarck US, 20.21
Pago. I
E -2
E -3
PGT Lulustries. Inc.
CGI WmdGws and Doors, 1nc.
PGT IndustriM Inc.
NOTICE OF ACCEPTANCE: EN7E[)Y-N'CE SUB-AUTTED
NOTICE OF AC CEPTAINCE: EVEDEINCE SUBMFrTED
NOTICE OF ACCEPTANCE: EA711DY-NCE S
2. Evidence Submitted under previous submittal
E. KALTERLAL CIERTIF ICATIONS (continue)
3. New Evidence Submitted
-5. Quanex: Part Super Spacer Standard cornplyung with ASIM C5 IS Tknnal Conductivity
A. DRA"TNGS
0-891 HIU-inJ hr.-ft-F, ASTM F 1249 WVTR-P2ss, ASIM D3985 Oxygen -Pass, ASIM E
�L DRA"TiGS
1. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass Dom NOA W'. sheets
2 190 I.G. Durability -No Fog-Pa&s. (Submined under presions Y0AAro. 15-0 .409.05)
1. Drawing No. AM-M70.0 Rev B. titled �Tkyl Sliding Glass Door NOA (IW, sheets I
I through 21 of 2 1, prepared by manufacturer dated 10,05/15 and last revised on
through 21 of 2 1. prepared by mandacturer, dated I Oe'054 5 and last revised on 0MI/2 L
040-2/20, signed and sealed by A- Lynn Miller, P_E�
6. Quanex Part Durs complying with ASTM C518 Thennal Conductivity 2.22 BIU-M!
signed and sealed by A- Lynn Miller, P.E.
hr ft'�-'F, ASIM F 1249 WVTR-Pass. ASTM D 1434 Argon Perrneance-Pas& ASTNI E
Note- 1his revision consats, replacement of same existing installation screw with flat head-
B. TESTS
2189 1G� Durability -No Fog, ASTM E 546 Dew Point Devekpment -201F in 48 brs.
1. Test reports on: 1) Air Inffitration Test, per FBC. TAS 202-94
(Subnifted under X0_4 X6. 15-0469.05),
2) Unifam Static Air Piessure Test, Loading per FBC. TAS 202-94
Vision Extrusions- Ltd- Parts complying with PVC -AAMA 303-13, Vol;uatwy Spenficatwn
B. TESTS
3) Water Resistance Test. per FBC. TAS 202-94
for Rigid Polyvinyl Chloride (PVC) F-xte= Wofiles f" Vism Exhusions, Ltd . -VEX- I by
1. Now-
4) Large NL%ile Impact Test per FBC, TAS 201-94
AAMA F euestr;ttion Exterior Profile Certification Program (Sri bwwrd un der.V0 4 Va 15-
5) Cyclic Wind Plessure Loading per FBC, TAS 203-94
0409. #5)
C C.ALCULATIONS
gong with marked-W dawings and installation diagam, of all PGT Industries, Inc-
8- Vision Extrusions- Ltd. Parts complying with PVC-AAMA 303-13
L None -
representative units listed below and tested to qualify Dowsit 791 and Dowsfl 983 silicortes.
(Subut ifSed under 2VOAX6. 15-0469. 05)
prepared by Fenestration Testing Labouttory, Inc., Test Reports No.:
9- FVC-AAMA 303-13., Voluntary Specification for Rigid Polyvinyl Chlofide (PVC) Exterior
D. QEAL1TYASSV&XNCE
FTL-7897, PGT PW, 5520 PVC Fixed Window (unit 15 in proposal), dated 09,,03?'14
Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Pmf*
1. Miami -Dade Department of Regulatory and Economic Resources (RER)-
FTL-10-2107.1, PGT SGD780 Aluminuun Sliding Glass Door (unit 7 in proposal) FTL-20-
certi&alim Pmgrnl
2107.2, PGT CA740 Akam Outswing. Casement Window (unit 8 in proposal) FTL-20-
10- Notice of Acceptance No- 19-1217.14 issued to Energi Fenestration Solutiom USA, Inc. for
E. XXTERL&L CERTMCATIONLTS
2107.3, PGT PV776210A Ahmainum Fixed Window (unit 9 in pmposal) andFTL-20-2107.4.
their Yan 3040 & light shade (non -white) %Thite Rigid PVC Exterior Extrusions for
I- Notice of Acceptance No. 19-0305.02 issued toKuramyAmerica, Inc. fortheir
PGT PW7620A Alurnium Fixed Window (unit 10 in proposal) dated 07/13/20, all signed
Windows and Doors", expiring on P-M)21.
"TrosifoU, Ultraclear, Ckear, and Color PVB Glass Interhyers", expiring on 07-108t24-
and sealed by Idalmis Ortega- P�E.
11- Notice of Acceptance No. 1"122.02 issued to Energi Fenestrition Soh6m USA- Inc, for
2. Notice ofAcceptance No. 17-0808.02 issued to KararayAmerica, Inc. for their
their series 'Allite Rigid PVC Exterior Extrusmins for Windows and Doars7. exlyning on
"Senfi-yGlast, (Clear and WItite) Glass Int#rlayers", expiring on 07/04)23-
C. CALCULATIONS
02P2&23_
3. Notice ofAcceptance No. 18-1106.10 issued to Vision Exftusions Limited for their "Brown
1. Anchor veffu:ation calculations and structum I analysis- comp�ring with YBC 71k
12- Notice of AcceptancrNo. 2"203.03 issued to Enffgi Fenestration Solution, USA, Inc- for
Coated (Painted or Laminated) N%Wte Rigid PVC Exterior Extrusions for Windows
Edition (2020), dated 04/2-120, prepared by manufacturer, signed and sealed by
their "Bronze & light shade cap coated Y%'hite Rigid PVC Exterior Extrusions for
and Doors". expiring on 09130,24.
Anthony Lyra Miller- P.E_
Windows and Doors7_ expiring on 04,116,25.
4- Notice ofAcceptance No- 18-1106.11 issued toVision Extrusions Limited for their series
1 Gluing complies with AS TIM E 1300-,04, -09, -12 and - 16.
"VE 1000 Tan 202 and fighter shades (Non -White) Rigid Cellular PVC Exterior
D. QUALITY AS SILMANCE
F. STATEXEENTS
Extrusions foi- Windows and Doors"'- expiring ina 12j,29,Q 1.
Ivhami-Dade Department of Regulatory and Economic Resources (RER)
L Statement letter of confam2nce to FBC 76 Edition (2020), dated 04:22.120. issued by
manufacturer, signed and sealed by Anthony Lynn Miller. P.E.
F. STATEAEENTS
E. 'MATERLAL CERTIRCATIO.N,'S
2. Statement letter of no financial interest and of independent, issued by mw1&actmw dated
L Statement letter of conformance to 1FBC` 711 Edition (2020), dated 0101,21. issued by
I- Notice of Acceptance No- 1"30,5.02 issued to Kuraray Amerka. Inc. fortheir
044 8120, signed and sealed by Anthony Lynn Millff, P�E.
m2nufachm, signed and sealed by Anthony Lynn Miller, RE.
"TrosifoW Ultraclear, Clear, and Color P`V`B Glass Interlayerf', expiring on
3. Private L2beling Agreement document between PGT, dated 03,3&115 and signed by all
2- Private Labeling Agreement dated 03.08,121 between PGT Industries.. Inc. and CGI
01i0&224_
imoliv-d parties.
Ulmdows and Doors Inc_ signed by Dew At RuaAc, P E., V.P. Engineering, on behalf of
2. Notice of Acceptance No. 17-0903.02 issued to Kuraray America, Inc. fortheir
both companies.
"SentrTGhst (Clear and Wilke) Glass Interlavei-s7% opiring on 071%23.
G. OTEDF-RS
3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Linaited for their
I- This NOA re-sises NOA# 17-0420.06 (PVT w)CGI) and updates to FBC2020 (7d' Editlon)�
G. OTBERS
"Brown Coated (Painted or Lautinated).'%like Rigid PVC Exterior Extrusions
expiring 04121,21-
1- This NOA revises & renews NO.0 20-0429.0-5 (PLA w/CGI), expiring 04/14/26,
for Vi indows and DoeK', expiri:ng on 0930;24.
2 RER Teg proposals #19-1155 dated 01 �10070 approved by Ishaq 1. Cb2nda- P_E_ expiring
2. current associated PLA. CGI file #21-02V_01_ cq*iag 04114;26.
A. Notice of Acceptance No. 1&1106.11 usued to Vision Exlrusions Limited for their
04il4r2l.-
series "VE 1000 Tan 202 and lighter shades (No"lite) Rigid Cellular PVC
Exterior Extrusions for Windows Doors". 12,12912 L
Z_
I
and expiring on f
Ishaq L CU*da, P.E.
Isbaq L Chandat P.E.
1*2 q L Ckanda, P.E.
Product Conbrol U4k Supervisor
Product Coutral Unit Supervisor
Product Control Unit Super -riser
NX0A NO, 21-0.105.03
INKOA'No� 21-0205.03
NO.A.Wo. ii-610S.03
Expiration Date: -April 14,2016
Expiration Dato- -April 14,12026
ExWadou,Date- April 14,:026
Approval Date. ?darck 2,Z 22021
Approval Date- %Larck NA. 1.021
-Approval Date- Ifarch 25,2021
E -5
E -6,
E 4
March 6, 2023
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MIAM� MIAMI-DADE COUNTY
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CD 0-o 2
6-NAWNW1 PRODUCT CONTROL SECTION
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA, LLC
2_
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
-1--a CD a)
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
0)0 *, U) -0-i
a = co -cu
NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economy
1 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
a) -0 0 `0
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0
Cast -Crete USA, LLC
6324 County Road 579
A. DRAWINGS
",
A. DRAWINGS
A. DRAWINGS
3_ = 0
=
LL
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 1,
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
= .0
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prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L T4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " & 12 "
0 �*_
Cn CU 0 >
-0
SCOPE:
"Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all
E (D 2
(D L_
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P, E., on 08119114.
., CL
W 22 00 Ct
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P.E.
revisio n dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
CU -6-0
U) <
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
March 22, 2012.
B. TESTS
(AHJ).
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Liniels Filled and
B. TESTS
L None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
C. CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1. None.
1, Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
rm
this product or material tested for quality assurance purposes. if this product or material fails to perform in the
sealed by Christopher A. Haman.. P. E.
C. CALCULATIONS
prepared by Craig Parrino, P.E., signedandsealed by Craig Parrino, P.E.
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
1. None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C. CALCI.TLATIONS
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cost -Crete Lintels, dated 05129103, 207 pages, prepared by Craig
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P.E.. signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Environment. and Regulatory Affairs.
2. Calculationsfor Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig
E. MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino. P.E., signed and sealed by Craig Parrino, P.E.
E. MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
1. Alone.
DESCRIPTION: (Cast -Crete) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION:
F. OTHER
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
L Quality System Manualfor Cast-Crele Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1. Letter ftom Cast -Crete Corporation, dated February 03, 201 Z signed and sealed
Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
z Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
z
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1,
A. DRAWINGS
I
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
"
1. None.
B. TESTS
"Cast -Crete 4 ", 61' & 12 Lintel Safe Load Tables", sheets I through 3 of 3. prepared by
1. None.
County logo.
Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008.
B. TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
1, None.
C. CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
1. None.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1. None.
C. CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NCIA as an endorsement of any
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RM.
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. None.
mi
any section of this NOA shall be cause for termination and removal of NOA.
D. QUALITY ASSURANCE
E. MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D. QUALITY ASSURANCE
1, By A17ami-Dade County Department of Regulatory and Economic Resources (RER).
1, None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade County Building Code Compliance Office.
be done in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
711
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
C"
**J
C%J
�N
shall be available for inspection at the job site at the request of the Building Official.
1. None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
C=
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
C"
C1*1
,., C11)
E-5 as well as approval document mentioned above,
15�lfiimy'A. makar, P.E., M.S.
eA--elmy A. Makar, P.E., M.S.
C_1He1my A. Makar, P.E., M.S.
0_
'Me submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
ProKct Control Section Supervisor
Pr (ruct Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630. 15
NOA No. 20-MO.15
NOA No. 20-0630.15
NOA No. 20-0630.15
WMLAMIDAM CWNTY
IMM Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
- 09/11/2023
Expiration Date.
Expiration Date: 09/11/2023
2
CL
Approval Date: 08/20/2020
VSAO)wo
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
E
f
Page I
E-I
E-2
E-3
E
C,
Cast -Crete USA, LLC
Cast -Crete USA, LLC
2
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. None.
1. None.
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. None.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER),
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. None.
CD
F. OTHER
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
U)
Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast-
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E.
0
1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
>
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 1
0
<
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
-4-0
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
0
January 22, 2019.
=3
_0
B. TESTS
0
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
M
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
<
1. None.
—0
O_
F. OTHER
L_
1. Article of Conversionfor a name change.
0
CU
LLI
<
C41elmy A. Makar, P.E., M.S
Helmy A. Makar, P.E., IVLS.
Z
Product Control Section Superviso;
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
z
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
<
Approval Date: 08/20/2020
Approval Date: 08/20/2020
_J
E-4
E-5
SHEET
NO.
?3
March 6, 2023
PA 1.5
ZIILIEC:7_a�c�_
TILLIT TESTING & ENGINEERING C I
-
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WAT.7`FR A. TUTT, RL, P.E. .!��Stl-=47
51 C,, U.- N. 00ft-119
PRODUCT EVALUATION REPO
REPORT NO.: 2"720.01
DATE: July 28, 2020
PRODUCT CATEGORY: Shutters
PRODUCT $US -CATEGORY* Storm Panels
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: Global Protection Products ILL
4800 S.W. 61 Street
Davie, Florida33314
1. PURPOSE OF EVALUATION;
This is a Product Evaluation Report Issued by Walliter A. Tilft Jr., P.E. (System
ID # 1 906) to the Global Protection Products, LLC, Rul* Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
Professional Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance In accordance with the 2020 Seventh Edition of thet
Florida Building Code, and to verify that the product Is for the purpose intended
at bast equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code &ange that may affect its limitations and conditions
2. EVIDENCE SUBMITTEM.
2-1. PRODUCT EVALUATION WUMENT(P.E.D.)l
Drawing No. 20-176. tMed "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thru 26 of 26 prepared by T'ifteco, Inc.; signed and sealed by Waft" A.
Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part%
, �,Jptls
Evaluation Report, 0 ,jkli !lJ,,4,
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atite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - ;, "" I 1
6355 NX 36th Sftel� S S , Nosi'll, I
.
PRODU I L_VALU&1LQN2EI!0KX21I_1QA79= 2
2.2. TIES REPORTS:
Large missile impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 96-569 dated 09/0911 996, #W570 dated 0911 8/1996,
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
P-E., Fenestration Testing Laboratory, Inc. reports * 2032 dated 04118/1998 and
# 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
P.E. and Henry Haftem, P.E.
Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
signed and sealed by Frank Grate. P.E.
23�&TRUCTURAL ENGINE9RING CALCULATIONS:
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
Wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
dated 11103108 and 03112/15, Signed and weled by Walter A. Tillit, Jr., P.E.
3. MISSILE IMPACT RESISTANCE:
Large missile Impact under section 1628 of the Florida Building Code, as per
TAS 201 Protocol.
E4
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15,
16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
14, 15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
5. INSTALLATION,
Irstallation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
(P.E.D.), drawing No. 20-176.
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6. MATERIAL CHARACTERISTIC.$ AND PECIFICATIQNSm
Shall be strictly In accordance with Genermal a and Components indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No-20-176. Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of
26, of Product Evaluation Document (P.E.D.), drawing No. 20-17&
7. LIMITATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
an sheet 1 of 26, as well as General Notes # 1 thrut 4 and 1 1 thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176
prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
No - 44167), President of Tiltecio, Inc. (Florida CA-0006719).
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D:� TILTECO ADMON RECORDS kP. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC I" GAGE
GALVANIZED STEEL STORM PANEL% DRWOCIS20-176% REPORT 920-OTA.01
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TILLIT TESTING & ENGINEERING COMPANY
- - _____ --- -
WALTER A. 11ILLIT, JIL, RE tilteock@zkol.
PRODUCT EVALUATION RE Fl Rr T,k-N� 4C401M6
ILl_1AL_._)I,,.AM1I9
REPORT NO.:
2"727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUIBOOCATEGORY:
Storm Panels
PRODUCTNAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Protection Products. LLC
48M S.W. 51 Street
Davis, Florida 33314
1. PURPOSE OF EVALUATION '
This is a Product Evaluation Report Issued by Walter A. 7`111111t, Jr., P.E. (System
ID # 1006) to the Global Protection Products, LLC, Rule Chapter No.
61020-3, Method ID of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose Intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may affect its limitations and conditions
2. EVIDENCE SUBMITTED:
2.1. PRODUCT EVALUATION D0CWWJI1AP,E,W�
Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thru 1 8 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteR
Evaluation Report. or!�S§Qls
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6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871
MODUt r EVAIA �ATICLN RMORT L4n. 204727.02 2
22. MT REPORTS*
Large Missile Impact food tests were performed under SSTD 12-99 standard as
per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing
Lab of South Florida, Report * 081 4.01 -01 dated 03/11/02 witnessed by William
R. Mehner, P.E., Bortz Moroz, POE and Henry Hattem, P.E. and Report No.
0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 OIL 203 as per section 1609.1.2 of the Florida
Building Code. Test Report prepared by American Tasting Lab of South Florida,
Report No. I 1 23.01 -10, dated November 23, 201 0, signed and sealed by Julio E.
Gonzalez, P.E.
Tensile test report No. 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2000,
signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
per OC Metallurgical Report No. I OKIO 31 8, dated December 1, 201 0 signed
and sealed by Jerry Jaclofano, POE. as per ASTM E-8.
2.3. STRUCTURAL ENGINEERING CALCULATIONS
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, de*n
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tllteoo,
Inc,, dated 12/1 8/10 and 08/27113 (for this revision), signed and sealed by Walter
XTillit, Jr., P.E.
I MIRSILE IMPACT RESISTANCE:
Large missile Impact under section leO9.1.2 of the Florida Buikfing Code, as per
SSTD 12-99 Standard and TAS 201.
4. WND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gap Galvanized Sleel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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5. INSTAUATI N:
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 indicated on
sheets 3, 6, 13, 14, 15, 16 and I 8 of 18, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
8. MATERIAL CHARACTERISTICS AND SPECIFIOMONS:
Shall be strictly in accordance with General Notes and Components Indicated on
sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
Evaluation Document (P.E.D,), drawing No. 20-175.
7.11MITATIONS AND CONDITIONS OF USE:
7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillill, Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 of the Florida Building Code,
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. 1111t, Jr., P.E. (Florida License
No. 441M, President of Tlkaoo, Inc. (Florida CA-0006719).
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GENERAI NOTES: 1/4. 2/4, 3/4, 4/4. 5/5. 7/5.
0 3) ft CAM THAT PRECAS1 STONE. OR FORECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS It rOUOkOQ ON THE (SCALE 1/2-l')
MID I= ON, DUE M EXISTING WALL ANCHORS SHALL BE LONG ENCLIGH TO RLAC. IK MAN STRUMW BEHIND SLICH PANELS 1w/10, 2W/10. 3W/10. 4W/10. C"
I STORM PANEL SHOWN 7 MeRoRuPCT IEVALUATON DOCUMENT IP ED) HAS BEEN VERIFIED FOR COMPLIANCE �N ANCHORAGE SHALL BE AS MENTIONED ON 0. 1) AND IN 6 2). - - - - 15196' (TOTAL WIN) - - . __ - I -- - f5 IW (YOTAL WIDTH) - 5W/10. 6W/11 & 7w/11 +6/5 "
ACCORDANCE WITH THE n2o (710, MIMS) OF T14E FLORIDA BUILDING CODE (C) T`1_01S1lW1W= LMTL1eEQflQ_A&AM.��_.2� - . -_ C= . .
DESIGN WON) LOADS SHALL BE DETERMINED AS PER SECTION OS20OF THE AOUVT MENTIONED CODE. - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I I W BUTLOCT. lNC I - � �. __ __ - _ .. 12-500' (EFFECTIVE TRUTH) - , 3 . MAX--,--- _ - _ ANCHDRS: FOR CONCRETE SEE 504EDULL ON SHEETS 81 & 9 - , _____3' MOkX_ " I
FOR A WIND SPEED AS REDUIRED By THE JURISDICTION WHERE THEM SHUTTERS WT I BE INSTALLED AND - #14-10 PANELMhTE FCMQLE 10 440 PANELMATF PLUS AW34ORS #S MANVTACTUREC BY Etco CONSTPLACTON PRODucrs I - " �. 6 1/4- ..-..- -- - - - -6.250' - - - - 1, moo � FOR WOOD SEE SECTIONS ON SHEETS TO At T 1, MIN.
FOR A DN=T#Okk FACTOR 94�0,015� USTRIC ASCE 7-16 AND SHALL NOT EXCEED THE WORIUM (A.S,O) -WS PER 01 D�S. 1.350' - - I.3?O' - ,.=. ,.,W.
"TV - 1/4*0 LAG SCRE � " - 3pol � , I -I 35D" - -', Dow UK THICK ,- 1.350- , 1k, , I a a
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15. 16, 19 Ok 20, - 7116'* � 5/8' WOOD OUSHAC� As DISTIRMTED BY AU. POINT SCREW, BOLT & SPECK"T Co. I _,,�,, . � I I I .- CD
-
- I . .T,- 7 1 \1 F ------- I __ "A' , I 1% 0.11,11.10. (�. (D + I& ------- -,--. ' -- I -1----! T,---,, - � I- . - I--- " - C=
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IN ORDER TO VVWY THE Aam 00 , IAINAIE DESIGN WIND LOADS DMINJOINED PER ASCE 7-16 C 7) MINIMUM "CAM PENETRATION "TO WOOF, OF TAKON ANCHORS SHALL BE 1 1/2' ANC 2' FOR FLrO PAN It PLUS - " �tp 4 " -�,-11 . . 1�_, _7-_1_-7__1,-_I_ _77 ------ '-,I I 'i CL.
SHALL BE FIRST REDUCED ILI A-S, 0. TNDN�' WIND LOAM BY MULTIPLYING THEM By 0 6 IN ORDER TO AND PANCINALE FEIAM-E OD, 1, 0.036* MOM THICK .MR I, . * !
I
CUM ' / ,�, *- I ,,J --- . i 1 � T__J _T C=
COMPARE THESE W/ MAT (kSD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIM 11. 14. 15, 16, 19 & 20 i �� * ,," ,-- -, '21, - - -r- , ; 1 IV,)
IF 11 T4, 2 65�?- CALVANIM STEEL � ��,,, - �, EDGE I I 1(�). (�)+ @. (69 , 1 1 1 --- T - I I =
. ` \ ASTM A-M I ,=. I I I i 1 1 i I I I _S M C-4
C 't) MINIMUM THREADED PETOCIFIArOON OF LAG SCREW, INTO THE WOOD rFIAME UNIT SHALL BE - 112- NO THREADED 2. 24-, 1 TYP It. 2�-; 0, (�� i =
AS TESTED WERE HOT OVEN STRESSED. A MX iNCIFIFASE ON ALLOWABLE PENETRATION INTO STUCCO SNAL BE CONSIDERED AS PART V THE REQUIRED THREADED PENICTRATION 1� GRADE 50 / T I Hamm TYR I I - I i i I i I [ . I I I I ;a . _= ><
IN ORDE TO VERIFY THAI ANT>kDR5, ON THIS P E 0 mEMMEE) WALL A I KTAL A_� I 1 I I I I
�� � i .
FOR WIND LOADS WAS LM USED ON THEIR ANALYSIS FASTENERS SPACING to WOOD HAS 014 DETERMINED W EDGE . I 1 I I -Z; = el-
STROM R ED" i i � l
CORDANCE MTN ".S. 201a. - - - \ G-W GALV S : i i
C 3) MINIMUM EDGE NSTANCt OF LAG SCREWS. INTO WODD SHALL, BE AS INDICATED IN THIS DRAWING 2A AIL A I I i i i !
� ..... � -------- __ - - � : I I 1 1 1 ; � , � i � I I � .- ca -
AC - t]im 48-6 1�" - , 1 4aff 1 I i I I ; 1 4
� 1 � � � 3 U) _= _=
STORM PANOLS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIEC IN ACCOROANICE WITH SECTION 1626 - ; 1 � , i i ; I ; i
I -- ------ � I - � � - - I - - I - I 1 ; I ; I � [
CIT 0 O I I . . : I ca 'A 11
THE ABOVE MENTIONED CODE ASS PER HURRICANE ENGINEERING & TESTINK, INC REPORTS 24-50. 96-570 Olk 96-T30 AND - ,.3w, _13ho- I i . I I I -_ - - I ca
C 4) MINIMUM PEPCTRATON OF WOW BUSHING SHALL BE S/8* 1/4* 0-20 SCREWS USED SHALI BE 1 112' LONG MINIMUM t 4 I - ; - - - - �, L_ : - L I I . - -_ --- _ - � - I 1 I I
FENESTRATION TESTING LAB INC. REPORTS J2032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHUILRD STUCCO CUST AND I* M04WUM 'OR WALLS WITH NO STUCCO - - -6.250- ---------- - - -1.35W I -1 -1 . I : T_ -, i 1 --..- - 9 -:X - :2
, L I , T - 1 _f! F-T j � - ' I .
AS WELL AS AMERICAN IEST LAB Of SOUTH FLORIDA REPORT #M 9Di -as, As PER YAs 2oi. TAs 2o,- AND C 5) ON CASE THAI PRECAST STONE. OR PRLrAS' CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE Cilsift, (1) STORM PAN (g END STORM PANEL � ; i I i - ! T 1 I 1 i I I , I i I . .- 3: .2!
TAS 203 STANDAFIDS I I I I i TV
� 1 I I I � i � : I 1 1 -a -i I
WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE So" SUCH PANELS - __2 - I I I � I I � I - f I . .e C2- =
�
2 ALL JkUMONUM EXTRUSIONS TO BE 6063-M ALLOY APO TEMPER (UNLESS OIHERMSE NOTED) SEE SHIM. 2 ANCHORAGE SHALL BE AS MENTIONED IN C II C 1) & C 4) - - .,_Iar , � i I i , I I . I I '. E
� I t . I -1 I . I. 1 i I I I i i =
; i I i . . ! I a) C2 .-r
� , , : : i i ; 4V
I : ; i � i ! j i � t � I i ,= U
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SOAU. HAVE � I I , I - - � _7
I' I ",
3105-14 ALLOY. 1 i -I- - , 1
2.,87" 1 1 i i 1 ; , , . i I . I
A ALL SIM SHM METTA PANELS SHALL HAVE STRUCTURAL OLOAUTY STEEL ASTM X65� GRACE 50 I&MMW G-W (U) AW,NORS %Rk-1 BE WSTALLED FOLLOWINC ALL OF THE FACCiNfNOAnONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER AVO LND UP " " SO I ______________] 1gli-M .121: l , , ! ! , 90LTEL, RAmlisvi-I I/4-io'- - - - IN -ra 3: M
�
, " , . - I I i � i (W1 � I . ; - "
",a. - 7-: - 1IN".1w. SERn i UWLIED R�. I ; I � I : I .
6 PANELS MAY ALSO BE INSTALLED MORQEMALLT FOLI.Ow.kG ONSTALHATON DETAILS SHOWN ON SECTION 5 TNR,Cct� 10 (SHI 4 , $Do, lia- 2II: . � I
I
I
! _1
14�t (i) I .
i
GALVANIZED STEEL DESIGNATION W/ry- 565 kw (AMR ROLLED) W/ Nt"AaD mar ,_� 1�_, loo' #1 a 1 1.125 - .7w- ; I � I 9CR.T W/ 7/8* . 3/32' �, = .L" 4)
I I _ IS STUD WNRYGO : _=
. Ss. STUD ; !(SEE SECTIONS AS , I I � : : I i � � $.S. M.S.
__ � I . -T— TO ARGUE �
THROUGH 6) EXCEPT THAI HEADERS (Z & Q SOMkUL NOT BE USED I,- __ : - t.: 4 o 1 , n I ,To �/Tooc C � I i ; MNGNVTS 0 EA. OVERLAP >
5 Ail SCREWS TO IN STAINLESS STEEL 304 OR .Alt FIS SERsCS OR CORROSION RESISTANT COATED CARBON STEEL AS PER �,- - -Ir - -:I :2 1/2' 0 i ; � t
, APPLICABLE) F I . C=
I - L , � . (SEE SECTIONS AS APPLICABLE)
R BUILDING CODE 9 11 SHALL BE THE RESPONSOUTT Or THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS ID BE , - - ,;_10. ---I I Z_� I i i . :5 UP
DIN 5001284AT/ 50 ie, YIELD �71REIIAGTH AND 90 k1h TENSILE STRENGTH & SHALL COMPLY W/ F1_0 IDA //Z- - - - . , Too" __ -1 I , � I [ � I
.
,093' - I ; I I . i ; 1 =.- = . :M1
,
I 1 4 - . I
r ; . L . I - 1 . 1 ! 11 � . Lj _=
I I - - I 4- _! � i I , : I I- =-
SECTION 113.3. BUILDINGS / OLT' i I i I , , ,
ATTACHED TO INSURS: PROPER ANCHORAGE THIS SHUTTER SHALL ONLY HE ATTACHED TO CONCRETE, BLOCX OR wow FRAwk: �� __1 3.375" ^ . 2000' 1 . 1.5w, � I - I
1 -7,--,, Y93^ " - � .. - _� V)
,�, �, �-��,,,_. _� , 1 2125' 02�: - DETAIL I I - - ] -I- , �! . - T - . 1 ; � I to C =
0 BOLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AlSt 304 SERIES 51WESS STEEL WiTill 36 kW �M,N TOEILD , _ 2 ITS ;a , 939' �93 . SEE . i ! - I i ,. !
131i 1 1 4 � . 3 ;
& A I ! i : I � � 1 �i ; 'I a- -)
i I , , ,
7 ANCHORS TO IMLL SHALL BE AS FOLLOWS SW & TO* ON SHEETS IO, S 4 12 RESPIECTOVEL�. SHALL HAVE A LEGIBLE AND RE14MLY VISIBLE MkRX1ftG INSTRUCTOR; OWNER OR ___(" - - 1125- f i ; � i �
IENANT, To SECURE PANELS WITH APPLICABLE REINFORCEMENT OURING PERIODS OF HURRICANE WARNONG � ),� I - I � � � : 1 i !
(A) TQ_ =3M_FQJ=STr.RM I I THL INSTALLATION CONTRACTOR OS TO SEAVCAULN A' L SHU"ER COMPONENT EDGES WHICW REMAIN IN CONTINUOUS IONTAC; WITH ,W / F&ILL _ - - 1,5w - -1,500 ---� I 1 1 1 � � -_ � , i � I
I I � � I i
,'// W 751 i I .1
,/., - — I . T , I I �
111- I J � I - < 5* Mci � 1 1 . I I i I � q I ; I S
ISMJETRIC Vn DETAIL A OOD. 30. �, � I i I � - �
STREW. 10 EACH REGULAR STORM PANEL WITH LENGTNS OVER 8 -8 THROUGH 12*- 4*. 45 PER SECTIONS S. 6. 9 OIL 10 AMC ALTERNATNOES 8W. 02m, �_�_ it a 3 1 7' I 11, I91Zk4,!J i , ,
- I/ *: tAPCON ANCHORS AS MANUFACTURED in LIN SUILDFX, INC (Mi, P'3192 P-) THE BUILDING TO PREVENT WTAD/FWN INTRUSION, 11 � I I � � I ;
. I CALF __ - ,..- - 1
/4! . 1/8 -IN ANCHORS. 05 NAPMACTuNEO BY DEWXY INC (MIN V-3000 P-) � -2. 1 j � 1 1 � � i -_ & , 1
- 12 STORM PANTI INSTALLATION SHALL COMPLY WITH SPECS ONDIC DING A140 ROUNDED CORNER 011 ENDS Of PANECS o.M..@-@. .. 14i - _ ! --- . I -_ � I -_ 10 --- �
- '14 PaVDEO BY THE JURISDICTION W4ERE PERMIT IS It (�) !&-j 1 1 _1 --1 -I 1k. ,!, i I . B, --� I .� 1*� i I
- T,. 3/4' SOUC-SVT ANCHORS. AS D15MWtM BY AU PONT SCREW. BOLT di SPECIALTY CO CITED iN THIS DRAWING PLUS ANY SUIT. ZONING REGULATIONS I 0 ! 4 gi; . I
(MI. , 30M P-) , APPLIED TO END UP W/ HEMMEO EDGE. (j) -h- HEADER (�) 'U* HEADER (�) ANGLE IR ANGLE WITH STUD @ ANGLE WITH
- III-10 PANELMAtE FEMAU 0 & PANELIMTE PLUS ANCFOM. AS MOINUFACTURCID By D.LV CONSTIFIUCTILON PRODUCTS 13 0) THIS PRODUCT EV&k1AnON DOCUMENT (P F D ) PREPARED r rMIS ENGINEER IS GENERIC AND DOES ADO PROMOL INFORMATION (wl S) (D-@1G)_@- (�)-, '. . - � - -
(OWN I, 33M P-) FOR A SITE SPFCOPOC PRWECT. , , WHERE FOE SITE CONDITIONS DEVIATE FROM THE P E,:) REVERSE STUD - " NION, 1/4. 2/4, 3/4. 4/4. 5/5, 7/5, I- MIN
- , -
- 1/4*0 Cr TAP-GRP AKHORS. AS MANUFACIVRED LIT -RU-FAST CORPORATION (f'5600 P-) I - __ I VAM i
A 1) AROMAJIM EUKDOWN OF TMON AlVC-nPS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOR PANIELIOATE FEOOLALE 40 CONTRACTOR TO BE RESPONSIBLE ;OR ,HE SELECTION. PURCHASE AHO INISTA"AlTom INCLUDOIC ,FE SAFETY OF .THIS PRODUCT - = _f, , SEE WT. W/110, 2W/10, 3W/10. 4W/10, � 6/5
_A 1/1- & 2/14 .374'
BASED ON THIS RED PROVIDED HEISHE OM HOT CCVMTF FROM THE CONDITIONS DETAILED ON THIS DOCUMENT ..344' '", TOP I= -_ 09C .374* - 750. - 5W/ i 0. 6W/ I I & 7W/11
00 AM PANUMALTE PLUS AND 1 1/4- FOR CC TAP-ORTP ANCNORS COWITLUCTION, SAFETY AT SITE it THE CONTROVOR'S RESPONSOU rH' T I � :I". OF PANEL 158�_ - I .t __ i �Ilfio- 11,25' , 1�4*0-20. 304 SERIES - - __ ___ - ANCHORS. FOR CONCRIEFE SEE SCHEDULE 04 SHEETS 8 & 2 - -
' 8t� � I - _ SEE SECTIONS ON SHEETS TO A 11
7 1 - - fy-- ; _,LF._,.S � W. fl "CuL 0 III ,/2- at FOR IRTGOO
-
A.2) CA1X-IN & SCLID- SO ANC.Oft SHALL HE EMMUCED 7/19- ONTO THE POURED CONCRETE NO EMBED&O INTO AC) THIS PRODUCT EVALUATOR EOCCVMCNT WTL BE CONSIDERED LIONAUD IF WOOOFIED , / ........ r__ , Ii ___i_ r i _t STUD W.t7o TO -
STUCCO SHALL BE PERNOTTED 1/4' 0-20 SCREWS USED SHAL1 BE I 1/2- LONG MINIMUM SHOULD STUCCO EMS'. 40 - SOL'
NO I, NN FOR WALLS WITH 40 STUCCO 440 MAY BE HEADED SCREW� OR A" THRICOIDED SCREWS W/O READ. to) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AF?CHkTCCT 11"CH WILL BECOME THE 1-r - I ) 1 07 - - I I A I
WING Nurs ENGINEER Or RECORD (COA.) FOR THE PROACI AND WHO "a BE RESPONSIBLE FOR FNE I I . - , _3W* \ . � I SO, . 'k, M. .671 * � , "
BUT WITHN"NUM * , A " - 1 053 1, 11 LIKL�_. ' f\41% ". -
1, 7*1 063' ,2.,. 3 S" �A I ,
D I
PROPER USE OF THE Pf 0 ENGINEER OF RECEIRD. ACING AS A DELECATED ENGINEER TO THE . 4 Oor
I
TO 9:10 "OLE MR - - I . I - .
A 3: W CASE T,A' PREC" SMHE, PRECAST CONCRETE PANELS. DAVE". STUCCO OR WOOD WARDS BE FOUND ON TNt E 0 ENGINEER, SHALL SUBMIT TO THIS LATTER T14E SIM �.ECFFX DRAWINGS FOR RIPPEW LOCATION AT ) . -)
EVERY PANEL OVEIRAP .957* 8.1 I I .. _ I 015' I III'* 7SO' LS rX A & ELEVATION
EXISTING INALL OR �`Oolt &Z"O"S SHALL BE LONG EN01UGIH TO REACH THE MAIN STRICTURE BEHIND SUCH TOO) THIS PLO SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL t - Me, 003, k I ,ceo I .084- - 4 I N T.S,
PANELS ANCHORAGE SHALL BE AS W11TIONED IN A 1) AND Oki A 2) 1-1 ;we 1/ -- �LDOD - - - rryp�)
(0) !GILKIII EW.PWXR AT RECORD THAT PREPARED IT 7DOO, (�) KEY HOLE WASHIER ___::�
, 2lLX_&QQLNALL_A5n(_ "_ 14 SHUTTER k"NUFACTURER'S 6WA WU BE LOCATED ON A READILI VISIBLE LOCATION AT STORM i/4' Me, GAP
/4.1 0 TAKM ANICHORS, AS MAF"AC URED By I 7 * BUILD" ' INC - - 063: (�) *F' JWK ARGUE (R 3/8" *r TRACK (2) FLAT PLATED 267'
a � CAUOI_NOT ANGHGAS. AS'MANUFACTURED U, I PANEL SHUTTER ON ACCORDANCE WITH SECTION 1709 9 3 OF rIQFkDA BUILDING CODE ONE LABEL
- 1/4 7/8' DEWALT NO (NON O'IWO p,,) SHALL BE PLACED FOR EVERY OPENING, LASEIM TO COMPLY MTN SECTION 1?09�9 2 OF THE 0.036' (M..) 1��- .094 11111111 STLIn (MIN. OVERLAP -1 WIME WILLEY)
/4-0 lf'�- - -
- 1 %3/4- SOULTD-So. ANCHM. AS DISTRIBUTED BY ALL PONT SCREW, BOOI; & SPECALTY ro FLORIDA BUILDING CODE GALVANIZED SIM I - ;?--t ) 4 1
-1
(MIN -,800 P.J.) V. is, l,aHG " I ,� g-�017�!��; _,__J 11� - __ ---
CF TAP-GRP ANCHORS, AS MANUFACTURED BY TNU-FAST t;ORPORAPON A. 1!44;�% , . L/a`P\ /""`N�: ZqR% Z - Oki \--/ /`e`1S
-0 - _F, .375"k, 1 1 .38,# 575** 1
0, ,\V; ...... . , * %T/ lik�
, ,li - '. _\�
- 114-10 PARTELMATE FEMALE 0 AND PANELMATE PLUS &NCHDRS, AS MANUFACTURED 01 LLCO CONSTRUCTION % , - � —=- -=Y.T: �-U. I i I ----I I N
PROrm IS lMkN f�"71 pll,) ... 1,1110110 ... [ .�- **i'j �f
, - 4C � � .
- /. op r"011,11, Aw--.;s� ,w -%.. I/ __/
.* .... I - - -1 I- 0"' I ' . ' MAX GAP - - - Ns::;, i
"', W-
" To.
- ,;
- , I 11 .1 I C-IN 1_,�D .1 . .........
;
.
.,P��; FLORIDA BUILDING CODE (High V*Ioc;ty Nor 0.0 zone) I . . .
8 3) MIKIMVM EMBEDMENT CX TAFICON ANCHOR%. ELC.O PANELMATES AND CC rQP-GRNP ANCHOR. TWO 4W C .. \�%rrll; '. ,/--I, .,,.-� _- - Q_' 1, f NO.441167 - I 1� * 7 Nl� FLORIDA BUILDING CODE (Nish Velloc"y IN cons Zonkl)j
i I- . , .. EN& I..
. - .", 'N
J 4' . STORM PANEL &_..... 2 q_1N * IN&
BLOCK Loin SNA,LL BE 1 1/4- * I I,- _-.T lj� O'=Io NL`0`0, W . I �iD.*: * *1 FLORIDA SUILOM CODE (Nigh Velocity Nurriconii Zen , .
. 1 20 GW GALVAIEZED STEEL 1, -11 I 'i ` S�TATE 101F *-',C,C rp "
MANG NICKEL on" "OUIXIM *O, : clean TI PC, TOP
It " ..*_
* ._ I
i.?. _ 4
0 _ _
10 6? �_ I
,__ , _
7
, ,_
, / _V._ , Zf_
- ."
, ,Z.
/ -1 I , I
'I, TANOW, III, ,W. ' I-,-- -
9.2) CALX-th & SOUDSET. ANCHORS SHALL BE EMBEDDED 7/C INTO THE CONCRETE BLOCK UNIT NO NO, 4 167 I — . J - JLATED Q T�za I - : No STORM PANEL
, I 25W 12S-- - ,-I i7 5 WING NUT - IO, ..- __
ONTO STUCCC ERWITIOD !/4- 0-20 SCRtWS USED SNA,, BE 1 1/2- LONC MAIMUto SIM . S / _\ - - . %, 0i... 01�' . . 20 GAGE GALVANUID STEEL STORM PANEL Do� 91 . 44`167 - *. 1 20 GAGE GALVANIZED STEEL ow� W
It __ - GLOBAL PROTECTM in/mLITIONO ' I to . I .*I 0/26/kow
C 0 INC , , -
O.SMAUL BE 9 _1�1_1 '_ - PRODUCTS. U.C. ,,W, I (�o KEY HOLE , � ... -r— GLOBAL PROTECTIO DOW. . --As * * * t]f.Z,1_ —�+--,O GLOBAL PROTECTION PRODUCTS, 11AM
- __ - , .
UNTST. AND I �w� " WALLS WrT4 No STUCro OF � � = -,. 11LIE Naa 61 POWITT' — 2.000' - : .... - SECTION —A— . UJC.
1kJ-'-. STA / AT PANE N PRODUCTS. U.C. ' N.T,S. rATE
,:r - Z�7�1 E C �0�, �, QOXI I,W 51 sum v%-. , WOW) S.W a, STREET
_ ".... 'N'111.1.�� -7-- Z. M. .�� -176
A.,-�'C"'. * - 1 0 R D 1, - l=k . AN.= - &N1"`_i _1 .
-,, T � - . .. .. PWk_1_ - ---,.,," PHROF (WH)_= X-1-Al"LLO-11.1 20-176 (1) 2")C?'X I At"' &TERWITNELY USE WING MR W/OUI I - - OR - ___ DOWL ft &UI.(,LWW, 1; k ek.ir, ri- W" le,
�0�4.,%_rual/.. _. . � im I - .. - L__ , 11, , 1� , - - " Wee .. - TO, IN, We. - - . ', - 04)�75#t W- GM4 -
. S , A— - - 0k,l)(Vil's DOWING - ALUMINUM ANGUE MONOLITHIC WASHO IN/ ADDRIONAL / Wift-FORL-iiii-likke-A.- PHQML ")M-"-41 Ca- 20-176 1 0 *- , oFt, ", Ancii, ( .1.1, 20
N,,'N�eIVA KOLOTE, I 11 ... PC . I .1 - - am --- -:01IMI, en-Nin oviekka - ....... aw, - (MORRION-WO - a-"- - M.1 VIROWN: NO,
! 1 - N. r4 c,-aawn, � i - I - — I-
I . I - 1 : swiv, , OR 2. 7/4"OH3/32' 111ASHEIN (STAINLESS , VDAVIE ci-aawle !! - 1 - 1 ART 1 %ill_ I Akor . t
, M STEEL OR "clin Pl.,,TM SIM) 1I SEALISIGIRTURIL �m A. lug 41, PIC - - FM WOOLIVOL . TOULIT - P.E _I
flaftp� 1 4410 � I, I - _9 .! 1 � 1 - � 2 0IFX - FAB '- 3 - I ; 1 � 3 OF n
------- L - I'LOW . I I - I
I I I I
-
INSTALLATION DMILS FOR REGULAR PANELSa & CIA DO MOM QErMS FOR INSTAUATION IN ROM CM40ILM
INSTALLABON DETAILS FOR REGULAR PANELSa & U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Q%= 3= OR WOW INSTALL91ON DETAILS FOR REQULAR PANELS(I & a
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCAM ANC"O" J=,a",=%r, "10%; cokicam 'A04WS . ,� I I/.1._XkW.* " VAUD FOR MMAR. UEE WM AND U— HANG SMW PANE SYM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
. E9 SCHD= ON SHM a It 9) rw SCHEDULE ON - \ - Wolf ZT--ty", 11.
(SEE 904MULE ON __ I � . I . I.. _ __ __ _. ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 - -
7 SHEETS a �."DVW 9) � ,., SHEETS a THINDUCH ; , , r.-I _ "14,.- 'TE FOR SEE SrCTIokn ON SHEET 12
1 -
1 L � I I . - I . c - t `47 -1: M_ IMM. C,MR,M, W. 3' INFOO.
(1101 socul 0. __ I , � , -1 I --- WED CONCRoECK ___TREDG&NCRE - TMDarl.l WOOD I
.14�m I � t, A CONCRETE TO . BLOCK . 0, 2, Cn -6-0
)\ �� /21 RVOURED REOUIRED REOURVID I .. unwo I* I"
CONCRETE ANCHOR!; SHEETS 8 "HWOLKI. ;1) - --ED- OLINCOIEVE A?ADCft . EXISTING POURED \ I �,�, I � , , - � I . ,-I - CONCRETE ANICHORS CONCRETE AWCHOFai - - ��!_Lkkllu WOOLU!") Il, t. It
ISM SOMMME ON __ - Z I - : i I - I � . 1) - *E 50-MXE 04 - -_ -�fW*Ell : - I
"I n 4 CONCRETE REQUIRED �111 --(�) _. . �.,' hARL -, .""_ - . .= 60 SCOCIDU ON .. DAL = Were I " (D
�
SHEETS 6 INNOUP, 9) EaSTPOIG POURED - I. , 'c"BA" o" - (�) � ��, ..- ,, , � It. SHEET 0) gap 9) .
= .. . CONCRETE REWJW&b� L SHEETS a THADUGH V., 7 - Dusrm POURED :L i i T70 zvm*%�. SHEET, OF) � � Fill, "-a . __ - -I )
*L ... I - ��. ,.�,.,V": " � I � . - �- -A .I. ge CONCRETE ,. I I -.40. - L 11 � I I I � . (3) (1)
- -
2-1 "'. � �,3 4: -) - f-3� . - W_ \ I !Z-. C , E.D 11 rA) -
i E - _\ �,�,' I rNA.- - ,,, __ (11 �', .. - 11 , . .
I
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1W i/4 ,�", iE- -. -1 (C-_ , REOURM . L� L ",OOOi 1 -03 — I 1-0 � I �"_- ---------I I I i , . ,�
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I M__ /.1 IL -M ff,tJkOHT__ - , : I I A= "I, I '::� I � :, 1 � , , � . . , I
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LL I . � � a I ED ��, I i r., I . I VAM . ; 11 I O
CONCRETE � 0,O`O' _TV`B`� . -) - I - .-* � ��� � ; - ,
": i " - I - - /,'i., \ 0-
, ; : : - I -
'ADUPW ��L 1 4 2 0 , .11 I 1. r- -FOR i I L:
CONCRETE REQUIRED., � - U I I .,,�,- " ir ;-;r , I 1 � � f I I l I , , OF IL" -
��-
I I/- , .-,�� "61*1 _�� I I., -\"-- I Er. . 16 , MAIT
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— " 111KIM114, � : --- — , . � - j, L �
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__ � - � I 1 ro'c �, EXISTING POURED E-0 :1, , � I I 4 12- , �_ __ � I
CONCRETE OR , I I I - 1;� I" ,-,E OR - ' I I CONCRETE OR L' ` 4� : --o - , .1 I ! " ,� i � _% �"_)-@/� f I ; . -6--o
EXISTING POURED ED . ; I �
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: � : r&w. Law 0 . 1 4 1 CONCRETE BLOCK I CONCRETE BLOCX I I 1 . . I - - - '�_/ - 5= - � - .- LIL-0.6 Lop"O 0
REQUIRED I = . L. i.� ED i It , I �=[ � __ . I'll" I WL
Z � 12 iff a� r' - I , -1 REOVIRED . 11 I REQUIRED � � I i 11 ; OF 'L =&� Sn 3 WOOOOL
I
- - J* : �,,L-�,� � _ I ''I C /2, I 1_� DUST" POURED 1. - or I ' I OF "L' I* La,
. : . , . 1 ,/2 � PW sox mr� 4 NO
L I L `� I I I I ��*� _+ ., ; I, .1 . I
\�\xj - A
F , __�, J I ME __
I I I I , L -, . ;�6 CONCRETE on � �, ( " 1, _� I � I L - - (1)
15�1! � . � Do."M 9 ) - - VAX : ANCHIM FOR CONCRETE SEE SCHEDULE ON SHEET 2 =3
W.T 15!1 _J ED I .1 I ! ,. " :.L,. , � : -a 7 I" - "
_" Il EXISTING FOUItED . I..- . 1 16,,. "COLORED IROOK EXISTING POURED � - C6!WP-0IN Q&k") , t L - 1 ,3 1 1 i I - , 90 TOO SEE SECTIONS ON SHUT 12
- v . , CONCRETE: on � � I � I I I a
I . �', CONCRETE _�3/.� '� . .. . �. ",I= I , 1 1 . . ,� -0
� I THEOUIRED I V. �.WROO I 1. �, y . � � I/r..v3r I , I'll
,. _i� P. '. CONCRETE BLOCK 7 _1 WOW W �,
L;�41J - ___ � L�111 ,W I i :L] - - -
CONCRETE d lgoilli. TiiOOlk Gait 1�_4) "I vajs "r" IL-: , I ED - I E. - !M��,4& Q ELEVATION C:
_,M "'M - ED, - COMO" ANCHM CONCRETE AMICHOR; 'Poz, I - WI -Ply, , ;5IM-Er J=,.AWokW,, 0 CAW I , P REGULAR
� �� - M �'.. ;
GIDE SCHEDLITS ON 6) � - (SEE scNEPAE ow 1\ IT" .% POL - . I -1/1. �� ;
(SEE St4lam oil M.50 V== .I 1��, , - M Z( M; . - I *,� a . i . 0
W-C"oft - I - 2,19 I r 1, I - +. - � I . ; Rik76 OC12
, � I
ITAIGEREIA' / STUD __ . 11.11M I THROUGH I I-M, M MI SHEETS 0 THRIDUGO, 9) iS "' �_�_ ----,-A - , REOURED , ==Om M-A.- � . �', � , I AT L_
SHOETI; a INROUGH 0) . =G`1A=t , � commETE ANCHIC �__ I ", L L. ' ' L' . I Imi .0 '""e"' I r __ � . - I I _12�: � 1/4' MAX. GAP
I
' .L , ' . ,
PLUS ON OF UP-0,W (SEE SCHEDULE ,� 'W's __ - , �:, , T - - _ ", � , ' L.;. A W= I AT W I Lc_:i:� 11 I I LIE 7 1, .SW 2.67, f
(SEE Se'"'A" ON I . I � - T11 Ll. I I M. , I "� f I 4 , a -
SHEETS IT & 9) SHEETS 9 THOITUGH, 91 :�, Bull D , , !'�__J,iOe I .�,,',, -I -I I I OAK 004AP-,1 wHal YOOLL"
WAkL 21nikirm CEILING All Up MOUNTM BUILD JW nNIM ALTERWATE I _405IM-) NTING W, - , � , I 9 I � �1/4--20.3/4- S.$ BOLT 4 W
. SECTION 2 SLGM 3 _MLQ, OUT MOUNTING w1mvilk SPU&IrNL97 T _.... I. 4- _� r
---f w/,7/a,,3/32* ONG NO - ;\-.-/-- ,-7- _\� � - i\__ - _ . _ __ - -1 __�i�A_
LL .
,,.'H\
- - - ,- -, --"r _\ - __
- ,
WT�,I;i I. SuLf 3/8.1- !W%'A SCALE 3/5-1- SCALE 3/w. III., - . , - "- 1, , -8 a 2 11r Ox CONCRETE ANCHORS - - -./ , /_
SCALE 316. *~ NrWWo_ ,,,,�nv ,.,/ -,.-", ,I) * __ -
o'c"Mic lom (M SCHEDUIX ON 1/.V OAK GAP
&1= =t TO, CDMCRM ANCHORS SHEET 2)
I - " - ----- - - EDGE OF EXISTING ED. - EDGE DISIANDE "O � A, _A.kJ W/ STUD (SEE SCMKO.E ON (at SCHEDULE ON I � (3)
ONCRETE NIcHoas St-oacto 0 0)
I I 9 E.D. - EDGE DISIANDE DFIENNING 0 NEW I' WIDE . VARIES � I /8* (SEE SCHEDULE ON 0-@ . CAN F (PLAN) SHEET 11) S.W 0) BLOCii srcnom A -A IO Cn
I = sawaks I (SEE SCHEDULE ON I � I THICK ALUM. TU81 OR I" 4 I - _� ;&� OR
- cosTING STUCCO/ P I WOW PLATE SPAM I I SHEETS 8 & 9) I'll, SCALE 3/16-1- = OR SCALE 3/32*-I*
�� .. ... .. . ��
-�. -.W. - i 1�1` I i %4EETS 8 & 9) 11 - VOOO SAND I 11 � I I _== OR *ML*M REQUIRED ICU
I `,, - I I a I I � I * MEN I' WOE . VARIES x 1/6' �< ; , OtEOLRO "
I i , ,,, '' I I / DIRECT 4M WA6 MOUNTING DIRECT AND WA� IfUNIIING 12W M
� ! I I AUAI. TUBE OR I* , VARIES .:" -
I 'r
. P I WOOD PU1Y[ VWER , 1 - C , Q ._a MOUNTING "
I Nw. . I I I
" . I BEHIND TRACK �1�1 I TOP & BOTTOM MOUNTINGS CAN BE INEUM&AIM INWAY66M.- INUAIJAMM
: 11 SIM) * I I L - I COMBINED IN ANY WAY TO SUIT ANY QL_yp�") SECTION 8 U&M I .
12 llr Q.L ;. 11114,104111140% TOP AT BOTTOM MOUNT"M CAN BE � . , .,. CONCRETE A`G"G`S 11 - J ;Em,p SCALE
: : I r, OF, COMBINED IN ANY WAY TO SUIT ANY .1 NEE SC - I INSTALLATION WALE 3/6-1-
1 SHEETS HCDUT1 04 - I . I .. I ... LU
INSTALLATION 0 THOOLOi ., .. I _�RACK 14-141,
: : /,Pr�,�t i I , - Ik TACq =
1 .4 "'., �.�:.. _!1A, - ] .
.. I I 11+� I C= R Ikk ... X
..
�,�', , ._ -,�, �J�L,_:"_ . - , " *'."'_- : ��.:_, - I - �,_�_Mr . I ........... . .. . . - N_ ,
I 4C ... I � .. 'CEPI . . X .
.
.
. . -
.
11�1 1 k3c N * -,d*, I Leo FLORIDA BUILDING CODE (Nigh Velocity Nu come Zone) . ..
) 1 ` , F " FLORIDA BUILDING CODE (Nigh Velocity Nu cons Zone) - _____j �', woksmicaIiial or . ..- - . 11 .T lik FLORIDA BUILDING CODE (Nigh Villocifty INU cane Zone) M
EXISTING POURED 1. I -cale"VE AWNWW____ = "04 10 , <
_ V.�, , , .1 ' ... .. ' � "C'EIIiI. w 11
CONCRETE : _ , I :* "4767 _- t: "aw ITTLIE00. .K. (- I CONCRETE BLOCK ' � AIR SAIC111 .IVIFHT To K * 1. . .,
, 11 Lowevil - : STORM PANEL GROWN WYL No 44167 '-. 1
- - *. 112, TO BWAL 0 ow.la - . ' I .3m I'Ll1w. W 20 GAGE GALVANIZED STEEL 20 GAGE GALVANIZED SEEL STORM PANEL
REOU'RED. EA - - * i � 20 GAGE GALVANIZED STEEL STORM PANEL 3 MOO. REOUIRED - mik" No 44167 *. I _ NOTE FOR - : am"Mo - Z
CONCRETE ANC.0,01 - . o� III S * ., L,
TA -/I%/Mo - - __.5�._ ;;/-W—" E.D. - EM DISTANCE I. __ .
fm 50"Lu ON 1 1'.. ; TOT e. SECTION Ix X 1 *' 47/m/�
.. � --- DATE. 1 -.$.. _ COMBINED IN ANY WAY TO SUIT ANY a - / I _31— \ GLOBAL PROTECTION - wt. -
d - *. TE . . 4 SCALE 3/8-1 It * ( _ --- PRODI)CTS. U.C. 1`01`� TOP & BOTTOM MOLINITINGS S * S �_�_ � IL ECOinc PRODUCTS, U.C. Z
2) GLOW PROTECTION PRODUCTS. U.C. S t UF_ I ----- -- � GLOBAL PROTECTION (SEE SCHEDULE ON CAN OF I
- __ - SHEET 9) 1. .1110 $6111. 51 SIORW
.
.. 01 -, - QUA FOR SPACERS REQUIRED AT TOP Oft I" S.R. it ITKU . _7�p --A
.
1160 .- .m SW 51 STREET so". . DOWL C.. 1031.
.
CEILING .- , � . WWI a. n3l. INSAuA,nON. I'll, .
; jV :,, _� IYULIT � a =W=M Car= LWAC rL 333 4 . Rlof� - ONC., �� D,HO,.W_" 20-i?6 I I . tD.... ,,, TIL&I aurnike a E,Om,,ku,,W,=V. INIONE -"". FAI. rW.RWW_,WF, 20-176 <
ANO ANOWL aWk)WW_WRn IMM IRA= &QAKEM TO STUCCO/1111000 EIANQX PHONE. M4]�7346. FAk' - - .........- M., akeOW
.I, - WOOL- c�)ON-r.w Ca, 20-176 , I 1:� - I am .t"k. =r=-- ovinic, .
IRA&M - I.".,-- - PeRic- 0. ...... - Do _ NO, am - - oft.oc . CA-0004710
SCALE 3/6-1- of -VL- OWA,,4skoALUMAAX CA-0ow"l, !!-1 - 1 - 1 INFORNOT, NOT CA-QMIIO ,.E e�l i MIPS n, I ETZ M _J
..PC WALTER � TWO -� I .. . F 00 U"Ti - '
- =Izi I -'-f' FT9 * 1 - 1 � - SHM - OF 28, - 7���� CLORIDI III, I -NO, I . � I I - . I - I WAIP 4 OF 25 a -
I I I I
SHEET NO.
SH 1.0�
- -
WALL AND FLOOR MOUNTING INSTALLATION FOR
SPUT PANELS fawert AHGHfP% am mewts ot
-6.. *we*"
ALT
1/4 11
00"'AN
M., Try, - A, 00T,04
A. I- c
WAJXN
7A~ A
/0 AAA, ex
T
Lf.ft,= I I/.-
P"JI, koo,
Am Isoo,
If f st
MUSLIM, RAIAN We ACAP. I
MAW-14 4LOT
A I, IMPOW w SHEM 4 1
to
Pownanuo
foWA,,,W-
ALLD, b,of",
?NN, NIA.
T
rd"
Out Of v%LL
APPLCW
4 1/2"
Net, ED.
AT No W- -7&0 -1 T
2
N`inl
to, A WIT.W
WAKI
A SLGM Y-y SPI-111 STOU PANEL 0"ATM
WE A111"-I SCALE Ile.i. SCALE Ilr-I"
DETAIL 2
W"
`A
ULILLION WNBWLF
M
u,A. WLTLLICPH
SPM ITT)
REOURED At"
TOGE MULLION
A; .�e
2' � 3- � I Iff"
r e. Ila"
A.a C-41, TO 5*-r
to 6'-%Cr
SIXTEPS 1, A.
r-10' 10 W-11, 2' 1/9'
" VA KIN, PRESSALWE RATING
Up Itl -.121j4
'gGFOR &SID.
!!.v.1tMW TUJE.t:��
a0dijun J
SCALE 3/8-1-
NOTE, MULLION CAN Am BE TW 0 PANELS ON TOP
00 BOTTOM SO THAT IT TEVAT STORM
Top OR BOTTOM or OM"
(ONE PANEL OPENING W/ TIASE TOP a BOTTOM)
INSTALLATION
INTO
DETAILS FOR REGULAR
EXISTING WOOD
STRUCTURES
PANELSrl,- & 1A
N, ANN
-.Slff OPP.,
T W WIN,
AA.
Tr
AXC7
INT WAN
tre"NAPALINNOW , . 4
FFqn.
IT r or-,
KINIGHAILAX I
A
4-
At ACAMNAS
-Ner, 6
V,NAPa
AN A`H0AAI -ANqNL,,,
OWNIATION
WMI MOUNT=
- ALTMATM 3W
SCALE. Ile - I-
LK
Bui MIX -Ram
INVAILI"TION - ALTERMIM I
SCALL Ile I-
LINTING
WALL b=NTWG
INStALLATION - ALTERNATM INSTAILLATUM ALTERMTM
(SECTION AT TOP IS UMPTED TO +55.5-67.0 MAX. SCALE: 1/4". 1'
*WALLAYM - ALTERNATM
2W
A.S.D. DESIGN PRESSURE RATING)
SCALE Ile - I*
SCALE /0 1.
41= NIA,
PAN,
-ANA
HOES
IFLOW MWNMG
_ SECIM 4AW
SCALE- Ile - f-
1. INSTALLATIONS ARE ONLY VAUD FOR BVILDINGS WITH A-S.D. DESIGN LOADS
UP TO +553, -72.0 AND PANEL'S LENGTH UP TO 8'-a'
%
P-gr#.
2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN
FLORIDA BUILDING CODE (Nigh Velocily Hur Gone torat)
PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
No. 4167
20 GAGE GALVANIi STEEL STORM PANEL
NOTE FOR rOMBMIM OF SECTON
ST Of 11LIECOmc. -OM MTECTION MODUCTS, UC.
--!� co
TOP & BOTTOM MOUNTINGS CAN BE
RID�-
MIND SA,. 5, STREET
TA.La' FITTING a KNGNIED� COMPANY
20
COMBINED IN ANY WAY TO SUIT ANY
MAN.- - CAN-1 DIANANG, NA.
INSTALLATION.
As
CONCRETE ANCHORS
(SEE mauu
Pouftw CONCRETE
COMORM ANCHM
(SEE SCNEDIAX ON-\
SHW X I ,
POURED CONCRETE
-4
RICHARD q
t-su 11CHEVAE
SWEET 14
WI,
to CLASS
EVERY
sTm 9 u lr oc
GJAE
on
",?*"W(C(A
jj
2U
/I
(SEE off Z/,4
POURED CONCRETELY
OR CCMCRm
NACII WALL
sno o Ii In, at
U
CONCRETE AHtHM
scHEOLAS ON +
SHE" "A'Ato =EOUM CONCRETE K.Oftj
11111 SCHEDULE ON
Imm I-) -E.0
WALL MOUNTING INEALLATIQN WALL go I
SEenom i SCALE, 3/8' . I' - SECTION 2 scAuT va, - I*
I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST (A LAST PANEL)
OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BOWEN ENO PANELS)
LIFE SAFETY PAHa.S WAY OR MAY NOT BE WALLED ADJACENT TO REGUAR PANELS
(W/ OR W/O REGULAIR TI
2 UFT PANEL CONSISTS OF D 039' GALVANIZED STEEL STORM PANEL AS
PER SHEET 2 OF DRANNO
;E�a
THIS ITSELF TO BE REMCIAW OR INSTALLED FROM T,IE I&DE OF
STRUCTURE.
3. 4E"A=;g TRACK TD BE CC%IPONCNTC)& BOTTOV FRACX TO
2 OF THIS o"NeIr'
0
CC, Y K INSTALLED WALL MOUNTED FIOLLDRING SECTIONS I
ON FLOOR
ON THIS AS WELL AS DETAILS I At 2 ON SHEET 14.
1,EW
4, kfin� LOWTH FOR
hoex ANCHOR SPA�=®R CPMP`oW-1FW 0 ANCHC)RAGE AT eorolo IS GrVEN ON
SChMUS eMA2; M 14
COMPONENT BE PERMANENT OR REMOVANI
IN'.
FOR WALLATIGN FRAME 15.
5 SEE DETAILS INTO WOOD BUILDINGS ON SHM
6 SEE SHM 4 FDA MAIL APPLICABLE TO THE NECESSITY FOR TRE INSTALLATON OF
SPACERS AT TRACKS INSTALLED ADIACENT AND BEYOND TO STIJCCO/*OOn BANDS.
PON CONCRETE ANCHORS: SEE SCHEDLA.F ON OHM t4;
no WOOD NOMA, SEE StCTON M SHIFT is
'SP,. r*IA 2/4. WA 3/4 IN 4/4 1. 2 IW/15 1, 2�1 &3.IW/15
r*
fm P.,dij
(INTERIM
(WERAIN PANEL)
I T11 -1
(WEAM PAP
-1
"Go '701
T
=="GR
(SEE ou'"
OR
2/
T
(SET
A 2j
LbAiz& 9/e, 20k VA - AIA
LAN.1. 2 A, lw/vs Lah.1 1, k
or
F-1
'WE 10CATAP,
3 'Narts)
RINIS IP4
A)
W/15
ALTERNATE LOCATION
ON LIFE SAFETY PANEL
AREA W/NO LIFE SAFETY PANELS
LOCATION (SEE NOTE I BELOW)
I* REWAR PANELS W/ OR
SAFETY pw
W/O REGULAR TRACKS
LAST I. BE: eSTALUOD AS
LIFE SATIETY GAM PANEL 1)"" SMALL
QPTION #1 FOR �JEE S$E
I STORM A'0% 5XK PW.0A.1
I "AM ON
PANEL (1) & (1A
TO K NVALLED OR REMOVED FROM SAM
ELEVATION
OF STALKTURE
SCALE 3/32'-1*
00 -2
GAP
K;z
IX M.
GAP
N.4 \-Z
Nz.
SECTION B-B
SCALE 3/32--l'
MAXIMUM
A.S.O. DESIGN PRESSURE RATING (11.z.f.) AND CORRESPONDING
MAXIMUM PAN L LENGTH *L* SCHEDULE
ONLY FOR PAME123 &(4 NSTALLATIONS 03 PER S[CrXM I TIM 10. ON 94EM 4. 3 0 6)
LMXWMM A.S.C. , , I - =-- con"Co mrs &M
-
W=T,
ISEEICZ
TAX
-SILD, -rzo ?,-,r a-* ass 2 ve UNVOLTED
I THRU 5 b 7
.35A -72.4 a M.,L UNNOLTED
-54,0. -Mg AT-11' TO I V-2' - 1 2 1/2'
"3.8* -WO 12*-4* OR LESS
&If&,a
MAXIMUM A.S.D.
N&TO) A/ SS W.S. k INIGNILT 9 OWERAP It MOLDNITH CF P0WD-
DESIGN PRESSURE WING (p.s.f.3 AND CORRESPONDING
MAXIMUM
ANCHOR
SPACING
SCHEDULE FOR REGULAR STORM PANELS (J) & Q INSTAIIATIONS
In SETE A CQNCRETE BLOCK STRUCTURES
coiz ONLY FDA PANELS (DIA Q INsTALLArots As PER SECTIONS I THRLI 7. ON SHEETS 4 k 5)
UNLIMIM A'S 0
AAKWAAP ANCHORS VW24 FM EM - 3 1/2- -
APPLICARLE 70 I
IXESIGI 1,000.
a W-GWP CAIX,N PANEILMOT FEW" 0 PMGWaE PLUS
SECTIONS # a - PANEL
PRESSM
MTW (P-) TO obwftm cowl"Iff
BLOCK
to 70
CoNalm to CONCRInt cow"
To coNaftm to MACAM CONCRETE M CONCRETE ODNOWR
KOO, am $1.00% At=
ART cokowlam UOKITH (k)
at THEM
A' NIA
./A /A NIA
I (Top)
A v
N/A N/A A. IF 91 or
(SCITITIM)
IT/A
N/A NWI 6, %/A N/A ir
N/.
H/A
N/A A' H/A N/A ar
N/A
2 (90,M)
.5". _nA r N/A
N/A II/A A. %/A
3 A, 4 ITOP) I 7L_r OR LM
OR LESS
-/A
WA k/A ,A 1.
f 11A
7 (TOP)
4r 5
VA
4 1 WTN%Q
(TOP/90TRAI)
SIX SHICETS 10 It MR ANCHORI THINE & 94CINC FOR 06MLAWA AM WOW MAW
MIAMAI ANCHOR SPACNIM AND MANIMAIM OXX WSTAKIE Aft 810CATED Ok THIN SOMMULE FMNR EA LOS
INLN PANAM ON RMOKILE Matta &MCHIM SPACING In ML7PLAND SMACMG SHININ 04 SCOMAE In
THE FOLLOOM FACTORS I= THIS OPOWM TO IN POSSILL AVIOLM SPACPAI ONIAM UP4 PACTOR
SMALL. W K LEN THAP MURANO SAACING M-10 FIAT VACH AwHON TON A' AW.CAS
AWM THAT Ile. I/e.
AN&W , pa�
-%/A'. Il...
FINALIT a PLMS
NXX�ND
-3
AWNHW W." (.3 3 3 1
2'/2
\rENs
iq -
3,12
3,/2
FLORIDA BUILDING CODE (Mgh votoetty Nu Gone Zor
EL "a RAGININ
No. 4167
"M W-71101 PIC. 20 GAU GALVAN11i STEEL STOW PANELo
FP
ow-8,,-
AT/a/vul
1111LIECOsive
GLOML PROTECT" PRODUCTS. U.C.
DATE,
Am S.W. til 5"=
FLAK STAN m a MAE. P. AM
=NPANA,
20-176
AN, .10 PHON. ("4)M-?SW W
An- GWG
afthow TH,
C*-ODMV# AW
6ALTIR A. TAill A,, X NA.,
F"
IA - me, Low PRASS Ise" W/
INSTALLATION
DETAILS FOR REGULAR PANELSL-1)
&
:/A-
/re-zow $3, m % * 4 1/*- a c. FOR
PANEL LENG06 UP IV r-W AM) 6 1/4' O.0
FOR Lvw�d up To s'-s' �- GOT #IA- to
INTO
EXISTING WOOD STRUCTURES
PANIELMATE rob" a) CIA PANELMITE PLUS a
0 G. WITH 1 1/2- Mb, THREADED
HEADER FOR LFNGTHS
J
IQ
IL
to
Eol
L
E
EQf,
L5
Pool, wAm
ALURNATME 1W
ALTERNATNE
W^E i/s-i-
WALE 3/8-1-
SEE 9CHED.0 M 91MI It
Six XNEIKAE
FOR - IMPANknok I
to GLASS
WWWRON
To ams
I
ON
ED:
E-0
ED
to.
ED!
112
EO1Ca"
ARKANG
t/4 LQ Slir BRASS DL4?*M
v/ ss, 03 e 6 1/.- a c
NOX, PLAN
omm
LEMPHS ke To 5.-e AND, a
no LDOGTHIS up To IF-11* wkP,
4 G-
1o4c 1
1PNELMATT To." Clon
PoNaLoall Ka * 12 1/2- a. c
sewn e 6
/Y2, "AAA,%.
ALTERNATM
ALTERNATIVE 4W
TMAEADED PtINTRITKIN A?
Or DOOM woo RATE FOR
2-14-
WGIARTH a,
SCALE 3/s."
SCALE 3/B-I'
ALI LENGTHS UP TO IT -IT UP,
AT
DIRECT MQUENG PSTAILAWN
114-MIATM
--- 2ftihs
NOTE SHUTTER TRACKS wT SHOWN FOR CLARITY
SCALE 3/8-1-
AULTERNATM 7W
VALE 3/8-7-
mans.,
0A
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D DESIGN L DS
UP 'to +555, -72.13 PSF AND PANEL'S LENGTH UP TO W-ff"
FLORIDA
BUILDING CODE (NIgh Velocafty Nu
cone Zone)
2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
116
-2m ALI=
fl.
PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
go.
20 GAGE GALVANIZED STEEL L
STORM PARE
IN:
NOTE FOR COMINA111014 0 - F StnON
1G-0% ST OF
's,
Z�T�ITE 5 �0.,�.,
QMX PROTECTIOIN PROIDUCTS, UZ.
1";,% - AL 110 .
TILLS`
Aka Ite. 5, so=
IWWL OIL 3"1.
Top & BOTTOM MOUNTLNGS CAN BE
COMBINED IN ANY WAY 70 SUIT ANY
... ....
TUITION a m� C(APPAIT
- I=
.r.
Pow.- ("HAve-tsAs. 'An. (INA)un-am
20-176
INSTALLATION
KAL/INGNATtLarpAir
t.
-.1 - 1-
F19 1�--orn
all Im
STUDS 0 EVERY
OVERLAP
2 1/7. OC)
HOLD PANEL
1 01 1 1 oil N1 I I I I h i I 111. (HIM
SEE SEE \-INTERIOR PANn "-ENO PANEL
SOMW III SCHEDULE 01
OR 7 MR M.. - MR M.. L-r
Olt MECI MOUNT ANCHOR ANCHOR
SPACM. SPAC
-3- W.
DEWL 1 6 WALL MOUNTING INSTALL6BON If SCHEDULE J)
BEALL. 3/16, - 1,
MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND
CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (8) FOR
INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
112' �,
STUOS 0 EVERY
(12 1/2- 0. C)
TO HOLD
ICABI 11 -a
r W.- CAM 0) r-
7"
MANNUM, A -SA
or"
IAFCDN
or 76p-ow
'a
MW At
V"
To
SECTKNe p A
St
MAXWLM PANEL
PNEMM
To
To
CONCRETE
TO
CONCRETE
10
ociLCOMP
tagm
:
14A-11A.
CoMPAve.
LENGTH 1, (H.)
FPTWA I-,
OONCItm
NLDGA
CONCRETE
SLOO,
CONCRETE
CONCRETE
11M
cowam
IA
BLOCX
or 7"EM
a'
N/A
N/A
N/A
6'
NI/A
NIA
r
N/A
I A, 2 (TOP)
+55.0. -72.0
-9-
7'
9'
,
,
-, -(--)
", OR
6'
N/A
N/A
N/A
r
N/A
S-
NIA
Ow
N/A
1 2 crop)
+SS.0 -72.0
g.
5T
7 Ilr
0"
9'
9"
To r-r
.560 -72.0
1.
N/A
N/A
N/A
N/A
v
N/A
V
N/A
Li6j, 2 '1-'
_-
-a' TO a* -a,
I
1 9*
1 4"
g-
a'
q*
6,
a'
5'
a,
"ECTI
wu" A."
DES"
PREMAIM
40010 1— 1,1
w, " a w IN, FINN TOP at muo
am i Tom 9 r LA, HAIM Rv or ANIAP
APPLKAENx to
SECTIONS III &
BIWATIO -
Of- THEM
MAAMuM PANEL
LENGTH V (ft.)
TAWMR-
TAPCON CA fpN
C
To To
10
CONCRETE
449.2 --61.5
3'
4 1/2- 4 1/2*
2 ("O"O'L
7--6- OR LESS
-52A -66.0
3.
A- 4 .
2 (BOTTOM)
r-a- OR �
+55-0 -72�O
2 1/2- 2 1/2*
A- .3 1/2'
2 (BOTTOM)
7--6- OR LESS
72.D
-n
2 1/2' 2 1/2-
/A %/A
2
-6' TO B'-O-I
+550 a
N/A MIA
t
-a' TO 6*-B*
ALTERNATE
UXAT*N
At END PANE
I P-17". \-114TINTOR PA.EL-\- :
SEE :11 �% END PAWL
f, SEE
OR SCHEDULE I SCHEDULE
3" #2 FOR �- 02 FOR 3'
UNA ANCHOR MAIL ANCHOR
SPACING SPAC"
Mi,
DETAIL 2 FLOOR MOU JON (APIPUCABLE TO SCHEDULE 2
SCALL. 3116' . V
MAXIMUM A. (G (1a.s.f.) AND CORRESPONDING
MAXIMUM PANEL LENGTH 711-7 SCHEDU
E Nj . ;
No. 44167
-
FIREMAN PAIAW
I (W-)
%, M)
I ALAN
L- --
I K,
I -,/--
SEE 94[ET IS MR ANOMM rIK A SPACPS FOR 00TALLAIRM INTO WOOD MMAIE NLAUNeAL
APIMAM ANc"oft SPACIAN ANC, � EDGE OfIXANCE NIT PAwA?fo ON "As scwo". 0A
to, LEss Two PCAATOD am SCHEDULE RIMUCE ANOMOR SPIONG Of MLA.TIPL"a SPACAP;
SHOWN ON 11014AILE By THE FIXIANING FACTORS, FOR INS OPERATION TO Of POSSIBLE
nwu= OBTAMIED U04 FACTOR SHMA. Not K LESS THANI � SPACING
00CATED FOR EACH ANCHOR TYR AT ANCHORSI LEGION)
ANININI rot
I/e.
Iles
1 Ile.
ilee
1/4.
Arm
-1
%in
TAAELAW
.
GNA_
MA PAGWIV, Wme; e.)
3
3
2112
�=w
1
"�
-2--
3
-3
3,/2_
Amft tuA "a owiiv
INIXOR
t I
r
--- 140 -
I -
IN)
FLORIDA BUILDING CODE
tvAuD ONLY FOR PAmes 6),k (A) INSTALLATIONS As PER sEenoNs I THRu I o. ON SHEETS A. 5 & a)
ANNVUAA ANCHM INAGM I= LO. . 3 1/2' -
A -Sol DES"
TAPOIN
OF TAP -GNP
GNA-N
PAHEL"NE Ith"LE 0
PANELMATE PLUS
SOLIC SET
TO
swras f &
MAXIMILIN PANEL
PRESSURE
PATING
TO CONCRETE
To
CONCRETE
TO
TO
to CONCRETE
CONCRETE
BLOCK
TO CONDRETE
TO
CONCRETE
BLOCK
TO CONCRETE
TO
CONCRETE
SLOCK
TO COMOPOR
To
COMMIT
SLOCK
ANY comemraft
or THEM
LENGTH 00
N/A
6'
N/A
N/A
a-
N/A
N/A
N/A
I (lop)
6'
A-
6'
1.
a"
N/A
N/A
I (BOTTOM)
a.
N/A
%/A
N/A
6.
N/A
N/A
a'
N/A
N/A
N/A
2 (TOP)
IST
N/A
N/A
N/A
6-
N/A
5-
N/A
5-
N/A
N/A
N/A
2 (WITOM)
�55.5. -IZO
'.
N/A
N/A
N/A
a.
N/A
G"
N/A
N/A
3 at 4 (TOP)
>7'-S' TO W-48'
OR LESS
a.
4.
N/A
N/A
a'
N/A
N/A
3 (BOTTOM)
6'
N/A
N/A
N/A
1
r
N/A
0'
N/A
N/A
NIA
7 (TOP)
1.
4-
N/A
N/A
6.
6.
r.
1 6.
1.
6.
N/A
N/A
4 A 7 (BOTTOM)
N/A
N/A
12 1/2'
6 1/4'
1 t2 1/2'
6 Ile
6 Ile
5 Ile
6 Ile
6 1/4'
N/j,
N/A
15 (TOP/BOTTOM)
+50,0, -53.31
N/A
N/A
12 1/2-
5 Ile
12 12*
6 1/4'
a 1/4,
6 Ile
6 1/4"
6 1/4-
N/A
N/A
6 (TOP/WTTOM)
A'-&- M
+55.06 �710
N/A
N/A
6 Ile
N/A
6 1/4-
N/A
6 1/4-
6 1/4-
6 )/A'
6 Ile
N/A
N/A
6 (TOP/9017014)
>a'-B' TO 11*-2-,
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
9 1/4'
6 Ile
6 I/e
6 Ile
B. 9. to (TOP)
+43AIL -48,0
6.
4
N/A
N/A
N/A
NJA
N/A
N/A
1.
6'
1/.-
a (WITOM)
I 2'-e OR
OR LESS
N/A
N/A
N/A
N/A
N/A
H/A
6 1/4-
6 1/4'
9 (SIMON)
LESS
N/A
_j
--Z/�.N^
N/A
I /A
1/-
6 1/4'
1 6 Ile
SOL SHEETS 10� 11 AND I FOR A4CMCWS TYPE A SPACING FOR SWALLAT4105 INTO WOOD PRNME BUILDING,
WFAM ANG,404 GIPACAANL MD MINIMUM EDGE DISTANCE ARE SWAIM ON THE SCHCOM FOP LO LESS
THAN INDICATED ON SCHEDW REDUCE ANCHOR SPACING EIT MIALIPLYNG SPACING SHOM ON SCHOXJLE BY
IK FOLLOWNG FACTORS FOR rAIS OPEXATK)k TO K POSSIVILE. REDLICED SPACING OBTAINED USING PACTOR
PbkLL NOT K LESS THIAN INNNAN SPACING AIDICATED MR EACH AMC"" TYPE AT Aw"Oft LE000
now TIPI[
-Vev
I/-*.
-
Ile. -
-
FOMIE 0
I /r.
MADAM
Pull
1 /4'.
- --
CALK-M
/e.
IWILAD.-INT
In
R.A.
3
3
3,/2
3 '/1
31/2
AcRK EL am
F A-C
10 a
'Ir
INSTALLATION
DMILS FOR REGULAR PANELStl)
INTO EXISTING WOOD STRUCTURES
L,
k 014-10 PAINELMATE PLUS
O.C. All 1 7
i,
z
TMIU/s PENETRATION TO
EXISTING WOOD WAGER
EXISTING WOW HEADER
WGOID
0 OL"til,4011
EXISTING WOOD HEADER
=A=
'pv ot,
2
WOOD, -EAIX
ME
*000 FEADEA
REQUIRED
WN,
If.
ME SWCHEI'LakE Qmf
GET CHIM" of
SHEET 9
Fall W
sw 8
MH sumum
SHEET 8
ICH W. SEPANUMN
TO CLAW
To GLASS.
to QLASS
qc.-Jute Its
hft�. PANEL LENGTH
(SEE NOTE 1)
AN, PAMEL LENGTH
(SEE NOTE 1)
W1
N. PANEL LEWTI,
(SEE NOTE 1)
of
SON
5011
5ox
or 11
OF 'L'
WAX
OF *L
No
CD MAX
AL4--Xx,-
-at
no 0
'2 1/2
EQ
at I
LAG SCREWS
0 Ir D.C. W/I 1/2*
2-.4- PLATE
REOLONED
2'"' WOOD PLATE
REQUIRED
2'.4- VODD_PLATk
REQUIRED
Met THRE40ED
PENETRATION AT
LOD WIDTH OF PLATE
1 IPLAC SCREWS 0
ae4a C . STAGGERED W/
MIDWRITH OF PLATE
DMCT
ATM
SCqz 3/3-1.
DIRECT MOUNT
MWIMUG INSTALIATION OIIRECT
MOUNT JEM3*%l
DWAUATION
a=.
SCALE 3/6-1*
1. iNSTALLATIONS FOR ALTERNATIVES 6W. 900 & IOW ONLY VAUD FOR
BUILDINGS WITH XS,D DESIGN LOADS UP TO +43A. -48.0 P,%J. AND
PANEICS LENGTH UP TO 12'-4'
T1
..."
2. FOR NEW WOOD FRAME CONSTRUICTO* WOW MEMBERS TO BE SOUTHERN
........
EN
PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EQUAL.
FLORIDA
BUILDING CODE (High Velocity MIA
icons Zons)l
41
.2m ILIM. Iw- 20 GAGE GALVANIZED STEEL STORM PANEL
I, P
SEOM;
IN:
a" A. W.
CAN HE
COMBINED IN ANY WAY TO SUIT ANY
% sTT
- %
's rt
� M111M
Z:-rl �-r�� -�o
PROTEMM PRODUM Lw.
INSTALLATION
C-1
- ANNAL It
ODIN S.� 51 IIINCIT
COAL n- 33314
FAX
20 -176
'"Awti"ItOwi
GPiNt'AN.
9!!nn
n1i
I -rL= am, :� - .
M-M mnli
I - I - I . I -
- I- OF 2.
INSTALLATION DEIAIL3 FOR OPTION 9 1 FOB UFE SAEETY STORM PANEL SYSTEM
1/.,. LAG Senuft a r ac, A/
INTO EXISTING WOOD STRUCTURES
-j
EQ
ED, a -
I L
EQ,
-000 HEADER
wou"Itt)
STLID a Izqy&,, ALTERNATIVE I ALTERNATIVE 2
TO '1 /2 oc
EQ
EQ:
Pow PLAIT
WCQO PLATE
r4mtwa It
ALATERNATIVE 3 ALTERNATIVE
410LINIED 1/4's LAQ SCftW!t # r O.CONVI I t/2�
r'som PENETRATION
0.0 win am" W/
&S. M& 4 6' 04 OR
/4'*-20 PANEXAP'n rEAW 10 a* ALTERMINE WOOD FRAME CONDITIONS & ANCHOR LOCATION
PANGAWTF PLVS 6 V O.0 t%� "2- SOML. vr
THRIAM PlAr"Wrok 10
HQ!E 9WITER "t'C'm 47 SHOWN TOP OANTY
WALL OUNTING INSTJ
ALTERNATIVE I W
NOTES
WIT&LAIWA KIN ONLY V" FOR RN WITH &SAt DESIGN -.OAM W To
�55". _72.0 AM AM PAMELS LENGTH UP TO S--r-
2 FOR NEW WOCQ FRAME CONSTRUCTION, WOOD MINIMUM 10 K SOUTWERN
PIK LkL 4 W1 SPECIFIC KLISM Of GAS OR EQUAL
-6-0
(D
U)
0
(D
o
2
CIO
0
-!D
-a-
Cn
-t-
0
0
2
5-
=
CIO
0
0
=
u-
a -
M
Ln
-0
E
.0-0
2
0-
CU
-0
1.0-
C
. -
-10
W
0-
C"
C-
'i CL
cc C,
C14
TO
W C-4
W C=
CIL)
C2. ILI
E
W C3
CD Cu
Go C=
E
fj
4AAAN,
CD
CD
ANC
U)
ICU
0
LAPP.
U)
0-
CL
(D
0
U)
Cu
M
Lu
z
z
-j
a.
SHEET NO.
SH 1.1,
- I- � I 1. I - -I - __ - ANCHORS (sa secrious ON 94EEM 17, 18, 19 6 20i -- - - ______ - - - - -1
3: WAX. U/ 7 "/IT. Wisi 30/8. 11 TAM.
I IMIL f*=,".. ,AM/IN A SAW/10 11 17 s alwm/w I- Tp�
__ � f* =/;.:%;, -
D.M.orL,V-- ______ _ --I.- 0 _ - --t- _ . ___1r__._1 1 I -_
0 � I 10 - ___0 __ ___ - 0 0 1 0
1
''
-.7- 11 -------- ------f--- -, - --- - I
I I
F! _T ;� � � i I I i I r i 11 , ; I
I t i
I : I �
I I I �
I : I I i i � . . � � d I
. � I ! 1 ; I
I ; ! : i
; 1 I $ � d I I � I 1 I 1 I I 5 1 � � 1 N
I! ; -
__�_�,, i I ; I
4@..@ a � i I � I � . i . .
I plavem, I I I
� , POILL I In sIft-KL P.&' :1 � I - I -- � i ' (1) 'IQ ' 1
- � ' ; , � I ,
I - __ - 1 __ � `____ - - -----A - - , � � - - - _ - ,, i I ------- � - - ,- __ __ , ___ - ____�7 �� .L.
- - - �
-�A; I I . ____ .--- - . � , 1 __ I , . - � �� � ___ , .---- , , , __ .� MAX.
F - -, - - - �__________ � % It. - -1
. I - _! , __ __i_ I - �. i --- - - �i, I PANEL LENGTH
1101f . II'l, limitj - __ - - --- - - -, .1
�
�,
�_ I 1 1�1` , I (SEE SCHEDULE)
I I I � I I - ! " , o~ , 1 4 1 �
I � I 1,1 . � I -_ � I � , I �, I I - I -_ I -I ir
I � ( - - � , I : I - I - , - I I .
; �
I I 'I . I 1 4 .
,0. � I,, , � I I I i
I i . � � . - . I - I ! � I I I I I e � .
I I . I - I - � � I
T- - - . , L�, - I
-, I 1 ___._ �_ J- " - , I � ---- , � t -1
.----7----- A=6."'.�-=��.;4_ ---- --- _ ____- --- .� 6
,
� , I i � I I I
f � .. �
�
i LQ1 � I 1 - I , Pon wrmm coftom I � Iti
a.m.-O"W_ . I �� - - -,I - T
; I -
�VcKw_ �ouaLvTk"" Rm (NOMAP,
w/1 S. 3"7 411eff?. U/18, 3- AlAz
�F ix� 1*:%/11;.iA%Ty;T9 & SAIN/20 1�
I* mIN, - - wwA tow/Is a "w/w I* Need.
___ - - __ � __ - 11 - ANCHM (SEE SECTIONS ON SHEETS 17. IS. IS & 20) - -- - -- -- - � � -
SAEETY MRM EANELCt ELEYKION
SCALE 3/HI--I- ItA* NAN, GAP
- F
01-0 zww ,
I NO, 00" I aml,"4 wum 0itor serm TPA@ .
� - 11.. ;i�m I I : , I �__� _ - � - _11ru, ----- �,` _ �
11 0, _
1111 1� It /�vj-;,;�
I _\ � / , ,
X, 1 \� ,_ 11 I � . \ I ,
.- . a � 1-___7__ '''' � - . ___ __\ / , / :
- _\_/ 7 ! �t�_- �� . _== ___._%__ _
Z�zm
- . Erramg L
SCALE 3/le-l"
fflu$
MAXIMUM A.S.Q. USIGN PRE35VRE UJING (2.s.f.) AND �/,�:
p .3�,*f�%s
,
,\
CORRESPONDING MAXIMUM PANEL LENM -0 SCHEDULE ff---*'\�r-E,%--',.-. - %
f "I No. 44167 "- 1
3 :
2 *; * ,. Tor I
a .. .
M"IMUM A.S.D, Max, PANEL LENGTH . -- � I.- - �_ I FfORIDA BUNLDING CODE (High Vatoctftly Hu cant Zone)
1p. ` - - -
DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL 'S'a. * .�202N N. I 01C. 20 GAGE GALVANIZED STEEL S70RM PANEL FP
r, �0"-.'io 10. *
. ,§,"I
RATING TO GLASS CONDITION "....T "A - DRAW! w
I
*,, / _> I'
(P-0 (SEE SECTIONS) ^_��'�7*!"` � __ w/m/
__ - - `4 11, - GLOBAII. PROTECM PROMIM. LLC. t2zm
___ .- _� MIT
a I snw
+55.0, -72.0 8*-8" 2 3/4- UNEIGLI-ED ,eeo-/ , I Z:Tam:k� =ot IN - _ � ocrh!ewl
� -
I 11 .el &-I �Z .1 914". _Mr= "HIPA'. tw)m-73.& FAW 1A."St-51411 20-176
� . --I- A� - on .-
Pt gLq^WAr,MAUTE �Hl , - I AM, ar� ft ,
MALl" " Tun A`_ P+E . 1"m 16 or n
#7 . . I , .
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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. . , . 11 - vi, - �, _mg I . - �_ %� : I FOR A KII-08145TIES40 ASCE 7-16 AMD SHAILL AM EXCEED THE MAXIMUM (&S.DL)
� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
I , vwNem"Eft 1 , , ; , i @AGEN - I � � I r ,� 1 �, A DLqmtDt4AUty FACTOR
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
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I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
- - �� I ��� su've"ch v M_ - . I� PANEL LENGTHI SL.%
L wstw,l) I I � I I/ 74 � I r-ommemes- ]_ " .- Lsa SomaiLms - : ____ - -_ -- ( I
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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V_ '�', ,t� � i I-- - - : 5 ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CNIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED jN%MjD IF NeWIFTED
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--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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- I . (A) M_Q=�
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,on It. - t/4'0 TAPCON ANCHM AS MAWFACTURED By IT W BVILM, INC (MIN. 1'e-3192 p-t.i.)
, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
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I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
. I I "I ------ �� � 7/81fti/371 WING NUT I I G ,ED "' ��- � - - 14_10 PANELMAArE FEMALE ID A, PANELMATTE PLUS AKHORS, AS MANUFACTURED BY ELCO CONVALIC]ION PRODUCTS 10 STORM I OCA EADI ISLE
I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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- I I L 1,'4T. TAPCON 0 Be' OX I - I - __V I %, I I Met. THREADED � L I I 1 2*.4' WOOD FLAT , 1, 1, L - I 1 2'.4' WOOD 11 I , i I 1 7/510 . 3/32* 0*0 WIT - AND 2- FOR PANELMATE
� . � ; 119 �1 I I . / SM) ! AT WoWlInit I ,1!/,S't . 3/32' WNW3 NUT A-11 WNIMUM EMKDMEKT OF TAPCON ANCHORS INTO POURED CONCRETE SHAII BE 1 3/4
1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
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OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
� � � C;;,� PLATE 014-10 PAMEUMATE FLY$ i �,, p4-10 pemix.meti: " , � . . I L I I
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- OX, �� I . . I L, � IN 6 T "40,C.,*�= �' I � , 1 1/4' 0-20 SS SOEINAV SOLTS USED SHALL BE LONG, EXIMAN(SHOULD ANY IN ) C 3/ -
. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
�WMQ gWA MPW THREADED *4 MATERIAL CAST TO FKAG 4
� , _ . . I TIM AND"ORS, oe 0"
WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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fiamm Aj JL LWE SAFIEFY PANIEL SCALE 310--i - WALL UNTM INSW"WN WALL A,!) iN CASE ?MAT PRECAST STONE_ PRECAST CONCRETE FAMELS, OR PAVERS BE FOUND ON -it EXISTING WALL OR 40".�Ii- x
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
&=KAU& 'gemulle � ... , % �S`
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SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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.
. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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� -72.0 PSF NO PANWS LOWN UP TO W-S' . %a A 11 . t vp ..
1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
.* .*E
2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
= * `. I :� - I - . -
PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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, , I I .1i - - -w I , '11. , ��, I 1/�� .�, - - I ) I r I : � ::� SNALL THE FIRST REDUCED TO AS,D DES" WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO -= =
., ' , � , � A" At THREADED � "/=AT ZMAEADED I 1,: I
- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
" I i� ,,� I li � I I I I I �; , � SHALL BE AS MENTIONED N &I) AND IN 6.7). CL. V, =
, , _� �1 "I , j �. . � o ,I, I I I 11 4 I ) ,. I I m � m
I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
� LL I , . I � j : " I ] r 2. � � [I -Al"' ----I 1 � - I� _ C1_
v, - I " �� , I '.-/ � I M PM ICA ION NCHOR = U_
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�� I - � j 2 I I - , .1 t WOOD HEADER . ,I � STORM PANEL'S ADEOUACY FOR IMPACT AND FATWE REMAKE HAS BEEN VERIFIED IN ACCORDANCE VOTH SECTION 1626 Of -
i I Alt, 'J' _= C14 =
. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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� - - . ; 91. �, � S. L. i I," .. I - - - --- Is - - SHVTTER SHALL ONLY BE ATTACHED TO CONCRM BLOCK 2
� I : , 11 �� ; )fw. 1171 I 1 I -_ 2 THIS SYSTEM HAS KEN DESIGNED TO BE teleStALLED ON T14E OUTSIDE Or THE OPEWING ACCESSING tHE OPENING FROM T14F OR WOW FRAME BUILDINGS, _D -_ =
, . - , , � �, , -I- I -A t WOOD HE 1 r " 'i". � IL, I MANUFACTURER m
I EAGER M =
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� 3 I ; (3 � � � G I � I � I INSIDE W/O THE USE OF A L40M OR LIFT THIS APPLICATION IS VALID WHEN INSIALIATION ISS flIfTENDED MFORMED 12L THE INSIALLATIDN CONTRACTOR 15 TO SENL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RE"N IN CONTINUOUS
I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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V MI.. G I : : V M., F_ Me GAIN to QUMS` LENG111. -= =
(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
- - �� I ��� su've"ch v M_ - . I� PANEL LENGTHI SL.%
L wstw,l) I I � I I/ 74 � I r-ommemes- ]_ " .- Lsa SomaiLms - : ____ - -_ -- ( I
- I; I - - - � , i me vw 16) � ........ , I the New 'a) ; ] ISEE NOTE I BELOW) :11 = C=
i SIS .-m .7 - I �' . . 1 114- -, 'I , " SEE Non I BELOW)
i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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� �11 I - -, I � � I - -1 I I . �- ,��__. , 1-- I - - - 1 6' 1. -_ I - I � 4 �� 1� !. S� ALL ALUMINUM SHEET UETAL USED Aft CLOSURES SHALL RAVE 3105-HI4 ALLOY�
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I _ - I - - , � , I- _�_�_ - � I -_ - - I � , I �, 1 1_4� 1 , . �, J (b) CONTRACTOR TO BE RE$PGN9W FOR THE SIELECTION. PURCHASE AND 114STAiAlION INCLUDING LIFE WEN OF = E
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
i I . I i i , : , - EVIA ROM DITI LED _T 0
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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V_ '�', ,t� � i I-- - - : 5 ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CNIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED jN%MjD IF NeWIFTED
i I i I ! PX'SECT"N"'OF �An' - --' - � __ - 11-1 . _1� - __ - '� I " I -
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I ; I � : I ,:� 1, 500 8 W/ 50 W-i YIELD STRENGTH AND 90 AN, TENSILE STRENSTH Be SHAL COMPLY W/ FLORIDA BLAMING CODE SECTION 2413.3.3.4
--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
- I I It 13 ! * i
I I , (3 v I : fi� BOLTS TO BE ASTM A-307 GALVANIZED SYEEIL. OR Art 304 SERTES STAINLESS STEEL *7H 36 he, MINIMUM YEW STRENGTH, SECOME THE P4EMNEERG?F (EOM.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
0, tel kj�C
- I I - . . : --a � Cr" ACTING AS A DELEGATED ENGINEER TO T14E P.tD. ENGINEER. SHALL
I . . q � I � !4. I ! I I � : I :
& � I - _1 I i G .� 17 I 10, TO WALL SHALL BE AS FOLLOWS: IS LATTER THE SITE SPECIFIC MINKS FOR REVIEW
- I . (A) M_Q=�
-.--- E6, , I � L _"_� �
I I (ee) THIS PED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFMON& ENGINEER OF
, �
,- - �@Bamq-_ = 11� � . 1 7=1U 1 'THAT PREPARED 11
�, RECORD
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,on It. - t/4'0 TAPCON ANCHM AS MAWFACTURED By IT W BVILM, INC (MIN. 1'e-3192 p-t.i.)
, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
& - 1, - I to. CIO. I I � 'I
4 - _____A_��_ 1 1 I , %� I - - I - 1/4-0-20 4/4-S& US- MI I 1, I - I . : ,
, I , CONT, , CON? ea ly�v *S
I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
. I I "I ------ �� � 7/81fti/371 WING NUT I I G ,ED "' ��- � - - 14_10 PANELMAArE FEMALE ID A, PANELMATTE PLUS AKHORS, AS MANUFACTURED BY ELCO CONVALIC]ION PRODUCTS 10 STORM I OCA EADI ISLE
I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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� . 111 11 � I � � . . 1 41# TAPCM 0 r ox, � �� - -1
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- I I L 1,'4T. TAPCON 0 Be' OX I - I - __V I %, I I Met. THREADED � L I I 1 2*.4' WOOD FLAT , 1, 1, L - I 1 2'.4' WOOD 11 I , i I 1 7/510 . 3/32* 0*0 WIT - AND 2- FOR PANELMATE
� . � ; 119 �1 I I . / SM) ! AT WoWlInit I ,1!/,S't . 3/32' WNW3 NUT A-11 WNIMUM EMKDMEKT OF TAPCON ANCHORS INTO POURED CONCRETE SHAII BE 1 3/4
1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
, . RfOvIRED I :
i A �A!ZWWNI =. ,. THRE-Am I OF PLAX I REQUIRED : i' . WAS14ER 0 6 1/4' O,C.
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- I - j T04 AT -ODWV- - - " + � O�GMT L19MOTH , _1 - I.- I ; I ,; I oll ;
- ____ I - 11 , "I ; _ , � . " . , - . . WOOD, PLATE ' , - : I , I I 1 � A4 MINIMUM EMBEDMENT OF 1/4-0 If 7/5' CALK -IN ANCHORS SHALL BE IS V5- INTO CONCRETE, NO EMBEDMENT MITI
OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
� � � C;;,� PLATE 014-10 PAMEUMATE FLY$ i �,, p4-10 pemix.meti: " , � . . I L I I
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� f I :Dm PLATE � _ -_ , � . , _ ' _' I '� ANY FINISH MATERIAL SHALL BE PERMITTED
- OX, �� I . . I L, � IN 6 T "40,C.,*�= �' I � , 1 1/4' 0-20 SS SOEINAV SOLTS USED SHALL BE LONG, EXIMAN(SHOULD ANY IN ) C 3/ -
. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
�WMQ gWA MPW THREADED *4 MATERIAL CAST TO FKAG 4
� , _ . . I TIM AND"ORS, oe 0"
WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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fvmwm SCALE 3/8".1' wtw IN ___ , I ___� __ . - - � I V ,
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fiamm Aj JL LWE SAFIEFY PANIEL SCALE 310--i - WALL UNTM INSW"WN WALL A,!) iN CASE ?MAT PRECAST STONE_ PRECAST CONCRETE FAMELS, OR PAVERS BE FOUND ON -it EXISTING WALL OR 40".�Ii- x
- "
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
&=KAU& 'gemulle � ... , % �S`
. . v Of AS MENTINED IN &I) AND IN A,2). .
SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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1=1 - : SCALE 3/8'.1- .
�0*r �Ill Z��\ . - (0) - a .
'F�,,.yr,EIN14 "-.. .. \CEN�;_. ... SCALE 3, IN . : I FLORIDA BUILD114G CODE (1119h Velg!U Hur cc- Zan*),
.
. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
To .553. : I z ;jr,", " ,
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� -72.0 PSF NO PANWS LOWN UP TO W-S' . %a A 11 . t vp ..
1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
.* .*E
2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
= * `. I :� - I - . -
PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
, �
I- 2. FOR NEW WOOD FRAME CONSTRUCTION: WON MEMBERS TO BE SOUINERN . / "m S.W. 6 S"W .
.. PINE NO 2. Vtj SPECIFIC DENSITY OF OSS OR CCUAL l!"k �� - -r- NKM tw S, seem
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`S;1_7A1_- % I , _�� GLOBAL PROTECTIOINI PRODUCTS. LLC. 111PIECOmr. \ GLOBAL PROTECT" PRMCT% U-C. w"
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.:. MA, N, Aw.. -"I 2D-176 a:.. .�LZ* Phoht- (M-)00-1"f� rAX- ("0109-4147 - MILAMPPeeled. I. 20-176
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INIQ EXISTING POURED CONCREJ ___
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WALL M.QllNMG INSTALLATION
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SCALE 3/6--i-
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SCHEIKU FOR EM LESS TAM IMUCATO 3 31/2
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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, I-, 11 . - -_ I I . ACCORDANCE WITH THE 2020 (71h ED") OF IKE FLORIDA BUILDING CODE. BLOCK StIALL BE 1 1/4 4"
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. . , . 11 - vi, - �, _mg I . - �_ %� : I FOR A KII-08145TIES40 ASCE 7-16 AMD SHAILL AM EXCEED THE MAXIMUM (&S.DL)
� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
I , vwNem"Eft 1 , , ; , i @AGEN - I � � I r ,� 1 �, A DLqmtDt4AUty FACTOR
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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, , I I .1i - - -w I , '11. , ��, I 1/�� .�, - - I ) I r I : � ::� SNALL THE FIRST REDUCED TO AS,D DES" WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO -= =
., ' , � , � A" At THREADED � "/=AT ZMAEADED I 1,: I
- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
" I i� ,,� I li � I I I I I �; , � SHALL BE AS MENTIONED N &I) AND IN 6.7). CL. V, =
, , _� �1 "I , j �. . � o ,I, I I I 11 4 I ) ,. I I m � m
I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
� LL I , . I � j : " I ] r 2. � � [I -Al"' ----I 1 � - I� _ C1_
v, - I " �� , I '.-/ � I M PM ICA ION NCHOR = U_
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�� I - � j 2 I I - , .1 t WOOD HEADER . ,I � STORM PANEL'S ADEOUACY FOR IMPACT AND FATWE REMAKE HAS BEEN VERIFIED IN ACCORDANCE VOTH SECTION 1626 Of -
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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� I : , 11 �� ; )fw. 1171 I 1 I -_ 2 THIS SYSTEM HAS KEN DESIGNED TO BE teleStALLED ON T14E OUTSIDE Or THE OPEWING ACCESSING tHE OPENING FROM T14F OR WOW FRAME BUILDINGS, _D -_ =
, . - , , � �, , -I- I -A t WOOD HE 1 r " 'i". � IL, I MANUFACTURER m
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� 3 I ; (3 � � � G I � I � I INSIDE W/O THE USE OF A L40M OR LIFT THIS APPLICATION IS VALID WHEN INSIALIATION ISS flIfTENDED MFORMED 12L THE INSIALLATIDN CONTRACTOR 15 TO SENL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RE"N IN CONTINUOUS
I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
- - �� I ��� su've"ch v M_ - . I� PANEL LENGTHI SL.%
L wstw,l) I I � I I/ 74 � I r-ommemes- ]_ " .- Lsa SomaiLms - : ____ - -_ -- ( I
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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� �11 I - -, I � � I - -1 I I . �- ,��__. , 1-- I - - - 1 6' 1. -_ I - I � 4 �� 1� !. S� ALL ALUMINUM SHEET UETAL USED Aft CLOSURES SHALL RAVE 3105-HI4 ALLOY�
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I _ - I - - , � , I- _�_�_ - � I -_ - - I � , I �, 1 1_4� 1 , . �, J (b) CONTRACTOR TO BE RE$PGN9W FOR THE SIELECTION. PURCHASE AND 114STAiAlION INCLUDING LIFE WEN OF = E
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
i I . I i i , : , - EVIA ROM DITI LED _T 0
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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V_ '�', ,t� � i I-- - - : 5 ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CNIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED jN%MjD IF NeWIFTED
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I ; I � : I ,:� 1, 500 8 W/ 50 W-i YIELD STRENGTH AND 90 AN, TENSILE STRENSTH Be SHAL COMPLY W/ FLORIDA BLAMING CODE SECTION 2413.3.3.4
--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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I I , (3 v I : fi� BOLTS TO BE ASTM A-307 GALVANIZED SYEEIL. OR Art 304 SERTES STAINLESS STEEL *7H 36 he, MINIMUM YEW STRENGTH, SECOME THE P4EMNEERG?F (EOM.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
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- I I - . . : --a � Cr" ACTING AS A DELEGATED ENGINEER TO T14E P.tD. ENGINEER. SHALL
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& � I - _1 I i G .� 17 I 10, TO WALL SHALL BE AS FOLLOWS: IS LATTER THE SITE SPECIFIC MINKS FOR REVIEW
- I . (A) M_Q=�
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I I (ee) THIS PED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFMON& ENGINEER OF
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,on It. - t/4'0 TAPCON ANCHM AS MAWFACTURED By IT W BVILM, INC (MIN. 1'e-3192 p-t.i.)
, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
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I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
. I I "I ------ �� � 7/81fti/371 WING NUT I I G ,ED "' ��- � - - 14_10 PANELMAArE FEMALE ID A, PANELMATTE PLUS AKHORS, AS MANUFACTURED BY ELCO CONVALIC]ION PRODUCTS 10 STORM I OCA EADI ISLE
I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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- I I L 1,'4T. TAPCON 0 Be' OX I - I - __V I %, I I Met. THREADED � L I I 1 2*.4' WOOD FLAT , 1, 1, L - I 1 2'.4' WOOD 11 I , i I 1 7/510 . 3/32* 0*0 WIT - AND 2- FOR PANELMATE
� . � ; 119 �1 I I . / SM) ! AT WoWlInit I ,1!/,S't . 3/32' WNW3 NUT A-11 WNIMUM EMKDMEKT OF TAPCON ANCHORS INTO POURED CONCRETE SHAII BE 1 3/4
1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
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i A �A!ZWWNI =. ,. THRE-Am I OF PLAX I REQUIRED : i' . WAS14ER 0 6 1/4' O,C.
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- ____ I - 11 , "I ; _ , � . " . , - . . WOOD, PLATE ' , - : I , I I 1 � A4 MINIMUM EMBEDMENT OF 1/4-0 If 7/5' CALK -IN ANCHORS SHALL BE IS V5- INTO CONCRETE, NO EMBEDMENT MITI
OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
� � � C;;,� PLATE 014-10 PAMEUMATE FLY$ i �,, p4-10 pemix.meti: " , � . . I L I I
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- OX, �� I . . I L, � IN 6 T "40,C.,*�= �' I � , 1 1/4' 0-20 SS SOEINAV SOLTS USED SHALL BE LONG, EXIMAN(SHOULD ANY IN ) C 3/ -
. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
�WMQ gWA MPW THREADED *4 MATERIAL CAST TO FKAG 4
� , _ . . I TIM AND"ORS, oe 0"
WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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fvmwm SCALE 3/8".1' wtw IN ___ , I ___� __ . - - � I V ,
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fiamm Aj JL LWE SAFIEFY PANIEL SCALE 310--i - WALL UNTM INSW"WN WALL A,!) iN CASE ?MAT PRECAST STONE_ PRECAST CONCRETE FAMELS, OR PAVERS BE FOUND ON -it EXISTING WALL OR 40".�Ii- x
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
&=KAU& 'gemulle � ... , % �S`
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SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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1=1 - : SCALE 3/8'.1- .
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'F�,,.yr,EIN14 "-.. .. \CEN�;_. ... SCALE 3, IN . : I FLORIDA BUILD114G CODE (1119h Velg!U Hur cc- Zan*),
.
. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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� -72.0 PSF NO PANWS LOWN UP TO W-S' . %a A 11 . t vp ..
1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
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2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
= * `. I :� - I - . -
PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
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I- 2. FOR NEW WOOD FRAME CONSTRUCTION: WON MEMBERS TO BE SOUINERN . / "m S.W. 6 S"W .
.. PINE NO 2. Vtj SPECIFIC DENSITY OF OSS OR CCUAL l!"k �� - -r- NKM tw S, seem
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INIQ EXISTING POURED CONCREJ ___
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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. . , . 11 - vi, - �, _mg I . - �_ %� : I FOR A KII-08145TIES40 ASCE 7-16 AMD SHAILL AM EXCEED THE MAXIMUM (&S.DL)
� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
I , vwNem"Eft 1 , , ; , i @AGEN - I � � I r ,� 1 �, A DLqmtDt4AUty FACTOR
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
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I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
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I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
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I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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, I-, 11 . - -_ I I . ACCORDANCE WITH THE 2020 (71h ED") OF IKE FLORIDA BUILDING CODE. BLOCK StIALL BE 1 1/4 4"
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. . , . 11 - vi, - �, _mg I . - �_ %� : I FOR A KII-08145TIES40 ASCE 7-16 AMD SHAILL AM EXCEED THE MAXIMUM (&S.DL)
� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
I , vwNem"Eft 1 , , ; , i @AGEN - I � � I r ,� 1 �, A DLqmtDt4AUty FACTOR
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
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I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
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v, - I " �� , I '.-/ � I M PM ICA ION NCHOR = U_
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
- - �� I ��� su've"ch v M_ - . I� PANEL LENGTHI SL.%
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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� �11 I - -, I � � I - -1 I I . �- ,��__. , 1-- I - - - 1 6' 1. -_ I - I � 4 �� 1� !. S� ALL ALUMINUM SHEET UETAL USED Aft CLOSURES SHALL RAVE 3105-HI4 ALLOY�
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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V_ '�', ,t� � i I-- - - : 5 ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CNIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED jN%MjD IF NeWIFTED
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I ; I � : I ,:� 1, 500 8 W/ 50 W-i YIELD STRENGTH AND 90 AN, TENSILE STRENSTH Be SHAL COMPLY W/ FLORIDA BLAMING CODE SECTION 2413.3.3.4
--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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I I , (3 v I : fi� BOLTS TO BE ASTM A-307 GALVANIZED SYEEIL. OR Art 304 SERTES STAINLESS STEEL *7H 36 he, MINIMUM YEW STRENGTH, SECOME THE P4EMNEERG?F (EOM.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
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- I I - . . : --a � Cr" ACTING AS A DELEGATED ENGINEER TO T14E P.tD. ENGINEER. SHALL
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& � I - _1 I i G .� 17 I 10, TO WALL SHALL BE AS FOLLOWS: IS LATTER THE SITE SPECIFIC MINKS FOR REVIEW
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, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
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I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
. I I "I ------ �� � 7/81fti/371 WING NUT I I G ,ED "' ��- � - - 14_10 PANELMAArE FEMALE ID A, PANELMATTE PLUS AKHORS, AS MANUFACTURED BY ELCO CONVALIC]ION PRODUCTS 10 STORM I OCA EADI ISLE
I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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- I I L 1,'4T. TAPCON 0 Be' OX I - I - __V I %, I I Met. THREADED � L I I 1 2*.4' WOOD FLAT , 1, 1, L - I 1 2'.4' WOOD 11 I , i I 1 7/510 . 3/32* 0*0 WIT - AND 2- FOR PANELMATE
� . � ; 119 �1 I I . / SM) ! AT WoWlInit I ,1!/,S't . 3/32' WNW3 NUT A-11 WNIMUM EMKDMEKT OF TAPCON ANCHORS INTO POURED CONCRETE SHAII BE 1 3/4
1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
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i A �A!ZWWNI =. ,. THRE-Am I OF PLAX I REQUIRED : i' . WAS14ER 0 6 1/4' O,C.
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- ____ I - 11 , "I ; _ , � . " . , - . . WOOD, PLATE ' , - : I , I I 1 � A4 MINIMUM EMBEDMENT OF 1/4-0 If 7/5' CALK -IN ANCHORS SHALL BE IS V5- INTO CONCRETE, NO EMBEDMENT MITI
OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
� � � C;;,� PLATE 014-10 PAMEUMATE FLY$ i �,, p4-10 pemix.meti: " , � . . I L I I
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� f I :Dm PLATE � _ -_ , � . , _ ' _' I '� ANY FINISH MATERIAL SHALL BE PERMITTED
- OX, �� I . . I L, � IN 6 T "40,C.,*�= �' I � , 1 1/4' 0-20 SS SOEINAV SOLTS USED SHALL BE LONG, EXIMAN(SHOULD ANY IN ) C 3/ -
. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
�WMQ gWA MPW THREADED *4 MATERIAL CAST TO FKAG 4
� , _ . . I TIM AND"ORS, oe 0"
WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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fiamm Aj JL LWE SAFIEFY PANIEL SCALE 310--i - WALL UNTM INSW"WN WALL A,!) iN CASE ?MAT PRECAST STONE_ PRECAST CONCRETE FAMELS, OR PAVERS BE FOUND ON -it EXISTING WALL OR 40".�Ii- x
- "
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
&=KAU& 'gemulle � ... , % �S`
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SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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'F�,,.yr,EIN14 "-.. .. \CEN�;_. ... SCALE 3, IN . : I FLORIDA BUILD114G CODE (1119h Velg!U Hur cc- Zan*),
.
. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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� -72.0 PSF NO PANWS LOWN UP TO W-S' . %a A 11 . t vp ..
1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
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2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
= * `. I :� - I - . -
PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
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I- 2. FOR NEW WOOD FRAME CONSTRUCTION: WON MEMBERS TO BE SOUINERN . / "m S.W. 6 S"W .
.. PINE NO 2. Vtj SPECIFIC DENSITY OF OSS OR CCUAL l!"k �� - -r- NKM tw S, seem
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SHEET NO.
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INIQ EXISTING POURED CONCREJ ___
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INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
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� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
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I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
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. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
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I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
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, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
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I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
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OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
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. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
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WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
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SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
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1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
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2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
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PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
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.. PINE NO 2. Vtj SPECIFIC DENSITY OF OSS OR CCUAL l!"k �� - -r- NKM tw S, seem
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INIQ EXISTING POURED CONCREJ ___
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- 1111111111111
INSIALWION 12EIAILS EQR QUION #2 EOR UFE SAFETY STORM PANEL SYSTEM INSTAININAIMN DETAIL5 EOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENEPAL - _.- _
�
� . INIQ EXISTING WOOD STRUCTURES I 1: � _._�, I—- � 7- - INTO EXISTING WOOD STRUCTURES . . - - I E-Z "AMC STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E_D�) HAS BECAT, VERIFIED FOR COMPLIANCE IN 0. I) JOHANNA 04COMOO OF TAKOU ANCHORS AND IlViEUMATE FEMALE 0 A, PANELMATE PLUS RIM CONCRETE , _,", -
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. . , . 11 - vi, - �, _mg I . - �_ %� : I FOR A KII-08145TIES40 ASCE 7-16 AMD SHAILL AM EXCEED THE MAXIMUM (&S.DL)
� , . .", � -0,9' - - 1 1/4' 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG POUGHMOUILD MY MW MATERIAL EAST) TO
I , vwNem"Eft 1 , , ; , i @AGEN - I � � I r ,� 1 �, A DLqmtDt4AUty FACTOR
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. I I I . ,it - _�i I.. I I � - . �, , , � 11 O.C. I i__ 1� .0 0 a D.C. DESIGN PRESSURE RATINGS 04DCAIVO ON SHMM 25 Be 26. ENGAGE: 3/'V wro ANCHORS.
I I A - I ��, 4-0 TAPCoN 0 It' O.C, r---- 4-0 TAPOON 0 lt' O,C - __ , , � - _vl 1;� I IN ORDER TO VERIFY THE ASCIVE COMIXTION, ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-is >- LLI
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, , I I .1i - - -w I , '11. , ��, I 1/�� .�, - - I ) I r I : � ::� SNALL THE FIRST REDUCED TO AS,D DES" WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO -= =
., ' , � , � A" At THREADED � "/=AT ZMAEADED I 1,: I
- r ,� I , I �!� wow p � . ,il B,33 04 CASE THAT PRECAST STONE, CA PRECAST CONCRETE PAN" BE FOUND ON THE EXISTING WALL -
, "Cox" I "LIN" �: I : �� ." I I I .� I ,. HEADER ,. , . t HEADER " C= -
� � I . I �0 _. �� i� , WAVER I :, � � HEADER , � � ; � I I " " TO COMPARE THESE W1 WAX. ("M) DESIGN PRESSURE BATIKS, INDICATED ON SHEETS 25 Be 2S. ANCHORS SHALL K LONG ENOVGN TO REACH THE MAIN STRUCTURE BEHIND SUC7,4 PAMS. 44MRAGE
" I i� ,,� I li � I I I I I �; , � SHALL BE AS MENTIONED N &I) AND IN 6.7). CL. V, =
, , _� �1 "I , j �. . � o ,I, I I I 11 4 I ) ,. I I m � m
I . .1 , -1 '. - it, � , - , I I a mptl I 1/27 - " -�Q mapiliIii � :: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS P E.D. AS TESTED ME HOT OVER STRESSED, A US INCREASE w C14
� I I I i'a -0� � = I 1;� ; , � WIT 6 '. I I m"III!l � I'�� �� kl� .,. .= =
- . I .� I I 1/4' - , I I I. I/C . I . . . , 1/4' "I � j1r , , /* I I I i ,1/4- IN ALLOWABLE STRESS FOR 00NO LOADS WAS MI USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS SUN -cc :e<
I - I I , I DETERMINED IN ACCORDANCE VATS N.O.S_ 2015 (C) ANCHORS SHALL BE INVALUED MUCIAINO ALL OF THE RECOMMEWATIONSi AND S F T S OF THE A 'S
� LL I , . I � j : " I ] r 2. � � [I -Al"' ----I 1 � - I� _ C1_
v, - I " �� , I '.-/ � I M PM ICA ION NCHOR = U_
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�� I - � j 2 I I - , .1 t WOOD HEADER . ,I � STORM PANEL'S ADEOUACY FOR IMPACT AND FATWE REMAKE HAS BEEN VERIFIED IN ACCORDANCE VOTH SECTION 1626 Of -
i I Alt, 'J' _= C14 =
. , : REILARED ' " - - " � Prou"RED - - , , THE A80VE MENTIONED CODE AS PER FENE5MT*N TESTING LASORkTORY. INC. RUM III 2032. AS PROTOCOLS TAS-201. 17 IT S`ML1 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C= cc
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� - - . ; 91. �, � S. L. i I," .. I - - - --- Is - - SHVTTER SHALL ONLY BE ATTACHED TO CONCRM BLOCK 2
� I : , 11 �� ; )fw. 1171 I 1 I -_ 2 THIS SYSTEM HAS KEN DESIGNED TO BE teleStALLED ON T14E OUTSIDE Or THE OPEWING ACCESSING tHE OPENING FROM T14F OR WOW FRAME BUILDINGS, _D -_ =
, . - , , � �, , -I- I -A t WOOD HE 1 r " 'i". � IL, I MANUFACTURER m
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� 3 I ; (3 � � � G I � I � I INSIDE W/O THE USE OF A L40M OR LIFT THIS APPLICATION IS VALID WHEN INSIALIATION ISS flIfTENDED MFORMED 12L THE INSIALLATIDN CONTRACTOR 15 TO SENL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RE"N IN CONTINUOUS
I I i � (3 1 - -(1, MOM THE INSIDE OF STRUCTME. CONTACT WITH THE BUILDING TO PREVENT WIND/ftN INTRUSION CAUiX AND SEAL SHUMR TRACKS AL AROUND FULL . E - =
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(w 1001D)ULE : (WE ScHUAILF : � � , ; 3. SERIES 1000 INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUNG SfYtt WINDOWS WHEN INSTILLATION ?S REOUIRED To BE cj = -CC
; PANFL LENGTH ON PeNT IM - I i PANEL LENGTH ah Perris) � I- - PERFORMED FROM THE P1SfDE Or STRUCTURE
-
I 1 I (SET 4075 I SULOWi I : L * I I ! 1.1 M.. I I �1 ON SKU to � ; t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS, INDICATED IN INS DRAWING PLUS ANY BUILDING AND JOINING -_ 2
I PANEL (SEE NOTE I BELOW) I I REGULATIONS PROVIDED BY THE 4URISPCHOW WHERE PERMIT IS APPLIED TO,
011STAIC, I - $."A� I � I � '. . (SEE Natr��Ow) = � - 161-ill"Am. � � . � , - : - _",i - PANEL LENGTH TO MASS : �� ; : 4. SERIES 2ODD INSTALLA11ole IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HDRgMA4 -its SrfU: WINDOWS WHEN �:
MASS -I- IN PLAR, - I � - � INSTALLATION IS REOLARED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEU- IS pAnW PDOW
(am SOMMIAE 11 � I 1� - � TO MAIN (SEE NOTE I KIQW) PANEL LENGTH -_ _,", --, , V AhPI. .2 20" -12
- - �� I ��� su've"ch v M_ - . I� PANEL LENGTHI SL.%
L wstw,l) I I � I I/ 74 � I r-ommemes- ]_ " .- Lsa SomaiLms - : ____ - -_ -- ( I
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i : - _ - I I 1 5. ALL ALUMINUM DMUSONS TO BE 6063-TO ALLOY AND 1CMPER (UNLESS OTHERWISE NOTED) 15 0) IN* PRODUCT EVALUATION DOCLIMENT (P_E-Dj PREPARED BY THIS ENG)l IS 0 .
.31 � . I I . _ SIS, ALMI; - I - - BEER Dim NO DOES NOT PROVIDE lu .!2 >,
... w I , " "& . , I I INFORMATION FOR A SITE SPECIFIC PROXCt; i.e. WHERE THE SITE C DEMIE FROM THE P.E.0 -a -=
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I _ - I - - , � , I- _�_�_ - � I -_ - - I � , I �, 1 1_4� 1 , . �, J (b) CONTRACTOR TO BE RE$PGN9W FOR THE SIELECTION. PURCHASE AND 114STAiAlION INCLUDING LIFE WEN OF = E
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� - . - I - � ! I I , , � 7- ALL STEEL SHEET METAL PANELS SHALL NINE STIRUCIURAL QUALITY STEEi- A57M A-453 GRACE So M,n,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E 0 PROVIDED Ht/SHE DOES Not D 'TE F THE CON ONS DETAI ON
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1: i : � .'O.O.T "/, vor 4, - ! 1 4 � __ ! DESIGNATION w/Fy- 585 Am (Ar" ROLLED), THIS DOCUMENT CONSTRUVION SAFETY At SITE IS THE CONFRA"'S KSPON&Nj . 0 .2
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V_ '�', ,t� � i I-- - - : 5 ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CNIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED jN%MjD IF NeWIFTED
i I i I ! PX'SECT"N"'OF �An' - --' - � __ - 11-1 . _1� - __ - '� I " I -
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I ; I � : I ,:� 1, 500 8 W/ 50 W-i YIELD STRENGTH AND 90 AN, TENSILE STRENSTH Be SHAL COMPLY W/ FLORIDA BLAMING CODE SECTION 2413.3.3.4
--r I '. 9 - � � (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR AACHIIECT WHICH WILL
- I I It 13 ! * i
I I , (3 v I : fi� BOLTS TO BE ASTM A-307 GALVANIZED SYEEIL. OR Art 304 SERTES STAINLESS STEEL *7H 36 he, MINIMUM YEW STRENGTH, SECOME THE P4EMNEERG?F (EOM.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
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- I I - . . : --a � Cr" ACTING AS A DELEGATED ENGINEER TO T14E P.tD. ENGINEER. SHALL
I . . q � I � !4. I ! I I � : I :
& � I - _1 I i G .� 17 I 10, TO WALL SHALL BE AS FOLLOWS: IS LATTER THE SITE SPECIFIC MINKS FOR REVIEW
- I . (A) M_Q=�
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,- - �@Bamq-_ = 11� � . 1 7=1U 1 'THAT PREPARED 11
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,on It. - t/4'0 TAPCON ANCHM AS MAWFACTURED By IT W BVILM, INC (MIN. 1'e-3192 p-t.i.)
, ;t__ I I f � ", ED. - ;/4 0 X 7/8' CALX-IN ANCHORS, AS MANUFACTURED BY DFWALT INC. flikef� fo-3000, *.iLij
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4 - _____A_��_ 1 1 I , %� I - - I - 1/4-0-20 4/4-S& US- MI I 1, I - I . : ,
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I � + � ___: .=pw,s_ Us */ I 11 . N`140 MANUFACTUREIIIS LAWL SHALL BE L TED ON A R LY VIS LOCATION Oil STORM PANEL IN
. I I "I ------ �� � 7/81fti/371 WING NUT I I G ,ED "' ��- � - - 14_10 PANELMAArE FEMALE ID A, PANELMATTE PLUS AKHORS, AS MANUFACTURED BY ELCO CONVALIC]ION PRODUCTS 10 STORM I OCA EADI ISLE
I . " WING KIP I �!Jv`es . 3/32, "NO WASHER 0 12 lIr OC I . WASHER (ar4m) No ED, <*� � W I : EQ. ,� ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA W ONG CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENENG
� � ��j WASHER It 12 IIX OLD, ., I I NO WASHER (KYOND) i _: � � L, k, I I-- A , 1 (f.-335O P-0 LAWEL04 TO COMPLY WITH SECTOR 17099�2 OF TKL13FLORIDA BUILDING CODE
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- I I L 1,'4T. TAPCON 0 Be' OX I - I - __V I %, I I Met. THREADED � L I I 1 2*.4' WOOD FLAT , 1, 1, L - I 1 2'.4' WOOD 11 I , i I 1 7/510 . 3/32* 0*0 WIT - AND 2- FOR PANELMATE
� . � ; 119 �1 I I . / SM) ! AT WoWlInit I ,1!/,S't . 3/32' WNW3 NUT A-11 WNIMUM EMKDMEKT OF TAPCON ANCHORS INTO POURED CONCRETE SHAII BE 1 3/4
1 . I I I i � �1 11 I � f __PLATAx _- I I; WASHER Be (BEYOND) FEMALE 10 & PANELMATE PLUS,
, . RfOvIRED I :
i A �A!ZWWNI =. ,. THRE-Am I OF PLAX I REQUIRED : i' . WAS14ER 0 6 1/4' O,C.
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- ____ I - 11 , "I ; _ , � . " . , - . . WOOD, PLATE ' , - : I , I I 1 � A4 MINIMUM EMBEDMENT OF 1/4-0 If 7/5' CALK -IN ANCHORS SHALL BE IS V5- INTO CONCRETE, NO EMBEDMENT MITI
OF PLATE I Or PLATE . I ._L__,__: 4 _g I �
� � � C;;,� PLATE 014-10 PAMEUMATE FLY$ i �,, p4-10 pemix.meti: " , � . . I L I I
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� f I :Dm PLATE � _ -_ , � . , _ ' _' I '� ANY FINISH MATERIAL SHALL BE PERMITTED
- OX, �� I . . I L, � IN 6 T "40,C.,*�= �' I � , 1 1/4' 0-20 SS SOEINAV SOLTS USED SHALL BE LONG, EXIMAN(SHOULD ANY IN ) C 3/ -
. __ - - __ 4GE0 PLATE - - .- - - DIANE WA" III&! TINfi. - WALL MQUI 9 6 1/4 ""it. I " , L ;I ANN � . �
�WMQ gWA MPW THREADED *4 MATERIAL CAST TO FKAG 4
� , _ . . I TIM AND"ORS, oe 0"
WALL MUNTM ICUAWON WALL ATION ALTERHATPA 7AW SwiftiftHEL At M11"MOTH OF KATE I - � AT UTDINOTH OF PLATI� I - � - 'to,
I I "I � _ _LLLL j
fvmwm SCALE 3/8".1' wtw IN ___ , I ___� __ . - - � I V ,
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fiamm Aj JL LWE SAFIEFY PANIEL SCALE 310--i - WALL UNTM INSW"WN WALL A,!) iN CASE ?MAT PRECAST STONE_ PRECAST CONCRETE FAMELS, OR PAVERS BE FOUND ON -it EXISTING WALL OR 40".�Ii- x
- "
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FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTM Ki4IND SUCH PANELS, ANCHORAGE SHALL !�\
&=KAU& 'gemulle � ... , % �S`
. . v Of AS MENTINED IN &I) AND IN A,2). .
SCALE 3/5 -1 SCALE 3/8-- I - Q'JEKUSNMQN � �._?/_If
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rlo,�OFON, Q REGULAR PE ,i?,, pk,. TIL& 0 LIFE SAFXff PANEL i*.* No. 44167 , 1
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1=1 - : SCALE 3/8'.1- .
�0*r �Ill Z��\ . - (0) - a .
'F�,,.yr,EIN14 "-.. .. \CEN�;_. ... SCALE 3, IN . : I FLORIDA BUILD114G CODE (1119h Velg!U Hur cc- Zan*),
.
. . . - v - . FLORIDA BUILDING CODE (High Velocity H cone Zone) I, -.,- -_ .
"WALIATIONS ARE CAKV VAUD MR BUILDINGS WIN ALS.0 OCSIGN LOAM ... FLORIDA BUILDING CODE (H$gh Velocity Hu can* Zone)] . . - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. EIMM. INC
To .553. : I z ;jr,", " ,
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� -72.0 PSF NO PANWS LOWN UP TO W-S' . %a A 11 . t vp ..
1 : . N' .2m "Lena. III: f* 2= "em R."m W_ 20 CAGE GALVANIZED STEEL SJORM PANEL _1�/4* 00 X 7/8' CA"-tN ANCSOFM AS MANUFACTURED BY DEWALT INC (C-1500 P. Q . Alt rp
. . 2 20 GAGE GALVANIZED STEEL STORM PANEL In. " I- . 20 CAGE GALVANIZED STEEL STORM PANEL
.* .*E
2. FOR NEW WOW FRAME CONSTRUCIANk WOW MEMBERS TO BE SOUTHERN . OR%" , I 1. 41STALLATIONS ME ONLY Y" MR BUILDINGS WITH A.S.D. DES" UMN 1 * .,. * , ___ - - ___ - oble IN - 4-1 PANELMATE FEMALE 10 AND PANIELMATE PLUS ANCHORS, AS MWLPFAMURED By ELCO CONSTRUCTION avm in
= * `. I :� - I - . -
PRE NO. z W/ smwc DENS" OF 0.55 OR EOUAIL s .. ST _'W_�__ PIW9020 UP TO .55�5� -12.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 's �O'. S Alt I - ___ � '----> / - - PRODUCTS (1'.-207i P�&.!) NAL ' GLOBAL PROTECTM PROINIM, LLC. "'Gwm�ee`
, �
I- 2. FOR NEW WOOD FRAME CONSTRUCTION: WON MEMBERS TO BE SOUINERN . / "m S.W. 6 S"W .
.. PINE NO 2. Vtj SPECIFIC DENSITY OF OSS OR CCUAL l!"k �� - -r- NKM tw S, seem
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.:. MA, N, Aw.. -"I 2D-176 a:.. .�LZ* Phoht- (M-)00-1"f� rAX- ("0109-4147 - MILAMPPeeled. I. 20-176
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INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INIQ EXISTING POURED CONCREJ ___
", TAPCO" ANCHORS - . �4'. TAPCON ANCHORS 114; TAPCON ANCHORS v. .. . I
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INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL GENERAL N07ES c Cu -0 13- .
INTO EXISTING WOOD STRUCTURES (C) IQ U-�7W-WQQL�MI-SBWBLsabtnL-I---L&�" I .5 ..,..., Iw (D
- - 1140 wa`��� ���� "I E 1/4-0 TAPODNI ANCHORS, AS MAINUFACIURED BY I T�W
"I --- I STOePANEL DOCUMENT (PLO.) "AS BEE14 VERIFIED FOR OMPLANCT IN ACCORDAINC BUILDEX. INC 0 - U) -L--
MAXWUM A.S.D. OEM ESESM RATING (p.m.f.1 AND __ - '_ � I 1/1'. I� SCREWS 0 A, O.0 .1 WITH THE 2020 (7th ED471ON) Of THE FLORIDA IMATUDING CODE. THIS STORM PAWL S14AU HOT OECMSIALLrD AT HIGH #t4-10 PMELMATIE FOAALE 0 AMC PAMIELMATE PLUS ANCHORS. AS MMVFAMRED ORY ELCO CONSTRUCTION PRODUCT$.
CORRESPONDING 1111=19JIM PANFL LENGTH '0_329AU - -=t . �l . F - - I I � _��/2' ., "WADED .DKT%CWN . . . 0 I - (3) - 2-.- .DOD YELoCir HURRICANE ZoWS (Aaw-GADE / BRImAtto COUNTIES) - 1/4'0 LAC SCREWS PER NO S,
" I FIAT OR *1 EDGE /a- - THRimm Pox�TKN _ 7 -0 0
. - , ! 1/4'9 LAC SCREWS 0 V 0 C W/ - - EXMTRAG WOW WEAVER � 7 - HEADER REDUPED 1/4 _AC w4vis III S. ox *I DESIGN ,
MAXIMUNI A.S.D. DESIGIN PRESSURE RATING (pa-f-I AND CORRESPONDING - , � 1 1/2' M, T.RTIDIO P - - - , SPEED WINE) L04DS SHALt BE DETERMINED AS PER SECTION IWO Or T14L AGM MENTIONED CODE, FOR A BASIC WING /16"0 . 5/8' WOOD RUSH", AS DISM"ED By ALL PONT SCREW. BOLT At SPECIALTY CO CD
FOR SERES I Mal= IE-2 HANG STORM PANEL (1) SYSTEM M"IMM ANCHIOR I L li� - EDGE INSTANCE I � ,- I . -1. I �. AID, -EADEZ"'Al- �_ I . I I: __ to DIMING AS REOUIRED By THE JURISDICTION WHERE STORM PANEIL MAIL BE INSTALLED. AW FOR A DIRECTIONAUTY FACTOR -0 -0
SPACING SCIMMLE FOR ljSMUAfiMNS WTO COWrMIE & CONCRETE BL= Smxmmm A _. . � . � --- 04 C-1 I-" 15- 1. 11 . - - KD-O 85. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO ) DESIGN PRESSURE RATINGS INDICATED ON SHIA�S C 1) MINIMUM THREADED PENETRATIO!, WM WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PAWLMAIE PLUS
� . - - I Q � . . I . - 3. 9 THRILl 12 & 17, III AM PANELMALE FEMALE to
C 0 MY FOR PANEI INSTAL I AICWS AS PER j-,LLD= _V THRU 4' SHEET 24� COM OWN FOR BM�Ll EISIMLL0,1101NIS AS PER SIM= V THRU A- SHEET ll__� I III -(�) c-, #I.. I - S K S 4 atr :3 �:, - C-1 �/47 .5 c 2 - L` -= a)
21� .I.T � IS . - - _ 0 1 . , i -?* .- � -_ . I � IN ORDER to VERIW THE ABOVE CONEXTON, ULTIMATE DESIGN WIND LOADS DO'ERMINED POR ASCE 7-16 SHN.J. BE FIRST 0 3- = _S2 3:
- I , , . ' REDUCED TO ASO DESIGN PRESSURE RATING By MULTIPLYING INN BY 06 IN ORDER TO COMIPARE THESE W1 MAX (ASO) C 2) MINIMUM THREADED PDXTRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2� NO THREADED
k%Xm" ALSID. - 10 DMG MAXIMUM ANCHORS SPACING FOR E. 0. . 3 1/2" " APPLICAQUE TO , ItI d I _� § -. - L _�,.*. LAC SCAF� 0 I' a C W/ I .IV, S.S C DES" RE RATINGS INDICATED ON SWETS It. 9 THRU 12 A III. Ill 1, A 33% INC E FM 4. KNEIRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENETRATION ll-- 0 U-
A.N"M`UN - __ t/. .2w/. ___ VIC"'AFKA, M .F IN .ROEPRESSU ON THIS PE-D AS TESTED WERE NOT OVER STRESSED - OWAA&Uk
OEM'" #& . 1 /32, TO EXISTING ROOD � FOR WIND LOADS WAS MY USED IN THOR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DOERRAINED IN =
., I TO GLASS I Cimb. MA-SEC"Old TAPCONS ; CAUK- PAINGLARATE FEMALE 0 PAWLARGE PLUS Am COMBINATION � 1 NUT - %+_ ICU
(-� W-1 I PRESSURE I MAXINUR, PAND. I (SEE ovAA. i/2. A, ;= STRESS R To VER"T THAT AMC C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL 91 AS INDICATED W �IS DRAWING
- " - RATING TO CQKtWM to CONCRETE ITO CONCRETE or THER LENGTH ILI W NOTE "A RD.DW)_ 6 MIDWITH I ACCOROAMCE.WFTH N.D.S. 2018 CIO 5
.6610. -75-5 W 00 LESS 2 0/16- I BOLTED - , 2'. 3', '�;. (P.A.f.) � M 004011171� To CONCRETE To CONCKW170 CONCRETE 10 CONCRETE � I '7 I L I Of EVERY lyP,l . DrAit, '12. A STOIRM PANEL S ADEQUACY Fog IMPACT AND WIND RESISTANCE HAS KEN VEWIM IN ACCORDANCE WITH SECTION I 609. 1 �2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHIN. BE 5/a* T/4' 0-20 SCRM USED SH41 K 1 1/2' LONG MINIMUM vu 0 ;>
2`W A 3'* - . am at= - Rox - SURICK . I 3pS, AN,,, POP MAI C�L J'A,," Svs . I* AMARMURN FOR L
I " IS .'s - MIA 12' � , THE ASM ME-O CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS fMI401-01 AND POZIS.02-09. AS WALLS "IN NO STUCCO CIO -0 J= a) 2
I M/A v & 2. (TOP) : 0 NIVAIDIH OF EVENT 15) 0 ILL, END a, E) I � PER Sm 2- D AMI TE i!23010 AS PER
SOLTED - I I (1,,R) I - C5) IN CASE THAT PRECAST STONE, OR PWAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE TO AID ON THE EXISTING
`� 8`4DA
."O. -75.3 To' DR LOS 2 7/0- 12' N/A 12' N/A 12- 1 . -
I I 1 3. IF I . �� 105-201 Mo T9A9S-&2G3SrPMRGT03C3GLS. AND AS PER CALCULATIONS PERFORMED IN Accottowr w/ SECTION ieo4 or THE U
it' to' 1. 1 5. A. 1. 4 . St. (BOTTOM) , *0100 t _ _ _ 7 C_ WALL ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN StAUCIURE BEHIND SUCH PANCLS
I TRIES 2000 4 zk,�k itt I .. (SEE TAIL FLORIDA BUIt DING CODE ANCHORAGE SHAL. BE AS MENTIONED IN C 1). C 2) A C.4)
&W qa�� 4, a-
t,A/F9*A6z/4
,�Fsl ws a wFWARIT At ovukAp III AN OF PANEL LENGTH - '. 1. v (BOTTOM) ---C,) ; T �� __.m
PANEL 12' ,. ! 12' 6" i 6 - - - I ____ __ - REOU 2 At. ALUMINUM EXTRUSIONS 10 HE 0063-16 ALLOY AND VEMPER (UNLESS OTHONVISF NOTED) SEE SHEET 2 . - Cn -,0_ Cu 8-
- SERIES 1000 ++ ; I -1 4WEP (0) ANCHORS SHALL BE INSTALLED FOL4.01ANG ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER = CU -9-0
- al - I 9 2 0/14. Mw, � - 111T.
N/A ____7 MIA � M/A N/A 1 12 1/2- I'. 2. (BOTTOM) � !/--.-�3/1' - - . =
N/. ,I ./A 11 � ! 5 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY 6 PANELS MAY it= BE INSTA"Lo HOWONTALLV FOLLOWING INSTAUATION DETAILS SHOWN ON SECTION I THROUG" 6 (S LYS 4 <
- - I � - SER"I"m ; m -HE � -0 - U)
__ _ 7G. DR SLPAFLATIDA, . : �(!.'.- 2?!L31,I' j ' - ___l"_ - - THROUGH 5) FXCEF- THAT "LAGERS (D di (D SMAJ L HOT BE USED
466.0. -75.3 7' I /,. LESS 2 ./.f 10 CLASS ! -S / 7' � I I GRADE 80 INAVU - -
i/2* N/A N/A 3' (TOP) TO GLASS = 0 '�o 5 ��w , 4 ALL STEEL SHEET METAL PANELS SHALL HAW STRUCTURAL QUALITY STEEL ASTV A-053 M M. G-60 GALVANIZED
N/A 1 6 1/2- N/A I A I VA �/ml .. W Oc !!! I Still DESIGNATION WIrY- 12 2 A� (AFTER ROLLED)
i - "i - ,VLP, OVEZA, - 2 ,/a- - ! � 9 ,7 SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of TIHE STRUCTURE WHERE SHUTTER IS TO BE
I 12^ 1 MIA 1 12- N/A 2 1/2* 1 N/A 1 9 1/2- M/A 3' (BOTTOM) I MR, ..O 5. - -f- - SEPARATIOH- . :TjTg= TO INSURE PRO" ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETI BLOCK OR WOOD FRAME
- _ - , _. j I � . I 'I-'.-2W1.* - 10 am ! ,/.*.-2o,3/,t, b 5 AUL SCREWS TO 8 STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER INN
. I . I 11
N/A ' 12' 1 MIA I I N/A 1 12- 4' (Top) 1 1� l=W" 5 - YIELL, STREW,TH AND 90 I- TENSILE STRENGTH AND SHALL COIMPIY */ FLORIDA EILFUDING VOOE SECTION
,
1 12 . 12* ,-Il'l' v - � no : 1�w . 500 I B W1 50 WE
I I __�_ - - 2.1133.4 10 EACH REGULAR STORM PANEL Wnt LENGTHS OVER 90". AS PEA SECTIONS 1, 2. 4. S. 6 AND ALTERNATIVES Is. 3W IF AN ON
; _ I � - SEPARA , WAIT NOT 0
1 W§ I -I- 2 0/147 .
_
". 6. �7, 1 9 1/2- 1 2' 1 II- ' 2- 4' (BOTTOM) ; - - , CLASS I EVERY OVERLAP EVERY OVERLAP � SHEETS 4, S. 6 A 7 RESPECTIVELY; SKAU, HAVE A 110BLE AND READILY VISIBLE MAWING INSTRUCTING OWNER 04 TENANT TO
I i I I 1! I �,-E .. /. -5 : 0 BOLTS In BE ASTM A-307 GALVAN4ZED STEEL OR MST S14 SCRIES S7ARNUFS5 STEEL WITH 36 I- W"uhl YIELD STRENGTH SECURE PAWLS WITH APPU016111 REINFORCEMENT DORM PERIODS OF HURRICANE WARNING
. :: � ! .@
OF LOOM TO 56.0 ".f. A.SD, DES" PRESSURE RATING ; � A. j I - - ; 1.
r4k� -, - 9- I ! ;, I t � 1 7 ANCHORS 10 WALL SMALL BE AS FOLLOWS . THE INSTAUATIOM CONTRACTOR eS to SEAL/QAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
; I N .9 .1 ! . 1� w ir I THE BUILDING TO PREVENT WINDIRAIN INTRUSION
si I I �l i
A SEE SHEET 36 FOR ANCHORS TYPE IF SPAC94 FOP OW41AIWG INTO W000 + REwm mem DISTANCE BETWEEN BOTTOM OF PANEL ! -� . . I I : V, _" (4) TQ_ 11tapmfl, ?Qvw�SVICREIT L�
row WJADM AM 0 TO BE 1/2' 1/2' - I .1 ., J � � ! I , - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED By I T�W BUILDER. INC, TAM C-5197 p-0 12 STORM PANEL INSINJAPON SHALL COMPLY WITH SPECS INDICATED IN NIS DRAWING PLUS ANY BUILDING Mo IONNO RECULA11ONS
: , I -_ ! I a . I - 1/4- 0 . 7/0' CALX-IN ANCHORS, AS MANUFACTURED By CEWALT NC PROVIDED BY THE JURISDICTION WHERE PLAW IS API -LIED TO
MWINUM ANCHOR SPACINGS AND MO� EDGE DISTANCE AM #40"rED DR TOM M. � I : I e § _!�
SCHEOLAL FOR E-0, LESS THAN ODCAM OR SCHEDULE F90= ANCHOR SPACING V ; 11 Lp . --- : ; " i 1 3 _., �- - t/4'0 - 3/-" SQUO-SET ANCHORS. AS DISTRIBUTED BY IN; POINT SCREW, SGET JR SPLCLA,rY CO I 3 (a) THIS PRMJCT EVALUATION DOCUMENT (P ED) PREP BY THIS ENGINEER 15 GENERIC AND DOES NOT MMME INFORMATION
ST MULTIFILWA SPACING SHOWN ON SCHEME 10 THE FOAVAM FACTORS FOR . -1, (MIA F`e-yxO P-) . AM
C4:,��,,-M S � o ; 1 4- -THIN RODUCTS FOR A SIX SPECIFIC PROJECT, ,a WHERE THE SITE CONDITIONS DEVIATE FROM TWE PED
4,11 1.� , I - - - 't �, It, . 10 PANELMATE FEMALE 10 III PANTLIAJOE PLUS ANCHORS. AS MANUIPACTLIFIED BY ELCO CONSIRUC P
THIS OPOW" TO INE POSME REDLICED SPACING MAWED Laos FACTOR S I - ,- �: -
MCI WE LESS THIN WON" SPACING INDICATED FOR EACH ANCHOR TYPE AT r4ri-o 71 - I, � " i � a 12' oc I I I I _: Y - 1/4"IF ZAMAC MAILLN AMCHOFIS, AS MANUFACTURED BY DEWALT. 44C (b) CONTRACTOR TO RE RESPONSIBLE FOR THE SELECTON, PURCHASE AND INSTALLATION INCLUDING UIT SAFETY OF THIS PRODUCT
04: i/4-. /4'. 1 1/4*. ++ REQUIRES W DISTANCE BETWEEN 00 1 _��_51_ A 1) UNIMUM EMBEDMENT OF IAFACON ANCHM INTO POURED CONCRETE SHALL BE 1 3/4', 2* FOP LUO PAMELMArE AND BASED ON THIS P.E.0 PROVIDED W/SW DOES NOT DEVIATE FROM THE CONDPIONIS DETNLED ON IRS DOCUMENT
1. . I .*. FE FEMALE 0 1 � 1, CONTRACTCRR*S RESPONSIBILITY
ANCHOR IMPE __ -_ ' _ S . I I .. , CONSTRUCTION SAFETY AT SITE IS THE
- UPON - ' - 81- - w I � - �;F r \ i Rm ! I I ,.! I i, -I 3/4" FOR LANK NAUN ANCHORS
ANCHORS LEGEND --- W,v ,k,.) �
P46&N C^X- A AND (2) To lr� 31'r rrom OF PANE, I ,O 1/1'1-2"4, M It/ , - I 2 . I I - I � .
AF0CMkftft 11 J.- 3/le a t .- - �ort ,A wiowl - . 7�F X, ZEE' lv/1'l1Vlzl3A;_0 1. W THIS PROOvCT EVALUAT04 Dov_WENT wlu 8C CONSIDERED INVALID If MODIFIED
- ANCHOR SPACING D�) 3 3 3 2 ,/I II "O"s '2 ' 12' O.0 I - - M - EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO
_MRYNAmw [aAAAMAR, ImAj 3 3 4 3 r7__l 110, I I I ,/A-# LAC SOMM 0 &* O&� w (2 2'.1- EWM' L 1 4 1 S [ - 1. I O'A�4�.-2W/l A 2) CALX-tN III SOUD-SO ANCHORS SHAIL OF
I 1/2- um THREADED Kh a *.w � V, - " VA. NS a Sl=O SHALL EK PuRwrrmv, I/&* o-20 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOW STUCCO EXISI, (6) SITE SPECIFIC PROI SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
, . I -
� I 02 -
TA. _. __ All OTH OF PLATE 11 SERIES n1l OR IUAF OR 11 ED" we 7, Wz MLY I':! NOTE 'A 94) AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, EWANEUR OF RECORD (E OR) FDA TW PRWIECT AND WHO WILL BE RESPONSIBLE FOR THE
4 � _� PARELMATE PLUS4 - -CT5 - Nom 'A Man.) � -.N. W
� B.A W� ,-- 371OF-, , -3,12- . C �" " '. " ;a 2?1/. .--,,/3O-
3 S'l z 11 ,',?& / v BOY WITH MING NUTS PROPER USE OF THE P ED LNGINEOR OF RECORD. ACTING AS A DELEGATED ENGINEER TO TK
, IT .CAvKAIx*, It '14 - - I , oc
ACIRJL L .Inm R � Q P.E D ENGINEER, SHAU� S~ 70 'AS LATTER THE SITE SPECIFIC DFAWINGS FOR REVIEW
1 1/2' 2jU2q*W VEM ,. L 1/4'0.040 SCREWS At 6 � "'. .0 U`C SC" * E` OC W/ A-3) ICN CASE THAT PRECAST STOW, PRECAST C40KRM PANELS, ,PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
REQ. ,/� ' ' ',�2"W� THREADED PENETRATION XISM0C WALL OR FLOOR. ANCHORS S"i Of LONG FNICIUM TO REACH T"t MAIN SMCTUW OVIOND SUCH PANELS (.) THIS PE.D� SHALL SLAR IKE DATE AND ORIGINAL SEAL AND SIGNATURE OF T14E PROFESSIONAL
_____ ---;--I/r--I- - "" , , ALTERNAME 2-W - "' THREADED` .,( 2'. - 0 At ANCHORAGE SHALL. RE A!% MENTIONED N A.I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
Acon Em . . . WOOD IT RE LARED OF NATE
wm mQue" - 1� � '. .000 `,," OR 0. m"
r =ON SCALE I/.--,- � MATE ftc4lim�, 'LAY.
---4- I IV - � .. A (B) rQ_LmK _QQw.um_A.GQL*S.jL_A5TIuS___w 14 SHUTTER MANUFACTURER'S LABEL 94ALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
F- - I 'AR, I - T-.-.-----, ALTE gUll im ;/ ' 0 tWCON ANCHORS AS MAJ11AACILIFIED By I I W BUIA00. IW_ PANEL SH ER IN ACCORDANCE WITH SECTION 17099,2 Of FLORIDA BUILDING CODE ONE UABEIL
SCALE I/4--l- /4 SHALL EIEUTT
I I FLOOR TO CEIIJNG MOUNTING MEW __ IV OX.371 -IN ANCHORS. AS MANUFACTURED By DIEVALT, INC FLORIDA ZLACCD FOR EVERY DOD" LABELING TO tOMPLY WITH SECTION 1709S3 OF NE
MOTIES., I I ALTERNATWE 4"W - I/ 4�' CA" LD0r. CODE
__ - 4'P / SoLio-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
'ti"071111011" I INSTALLATIONS Aft ONLY VAUD MR BULDR40S IFTIH A.SD, . INSTALLATION - 114- 10 PAWLWTE FEMALE So AND PANDAIATt PLUS ANCHORS. AS ALAINUFACTURED By ELCC CONSTRUCWN P560111IIIIIIIN"
,,, OESIGI LOADS : - SCALE ,/.,.I, I/ . . IS I ,
�� . � TO +68 O. - 75 3 RAI AND PANEL'S LENGTH UP TO 5 ��, I - 4 0 ZARAAC NOUN ANCHORS, AS MANUFACTURED BY DEWALI. INC ,0' tj k A
ONO A -10* ,I - � - , , .
-77-r � 0,) MINIMUM EIAEEDM947 Or TAPCON ANCHORC. E:LCO TANTELMATES AND ZAMAC NMJN ANCROF E s, ... .
w q -= , , % .A� U .-� I _ FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone)
, ---_""�Z
�\,. Z FOR NEW *DOD FRAW CONSTRUCTION WOOD 0EMAM TO BE S03TmO,, . .�V I. INTO THE
..!Q � I' I I", ' #'. T �1,�,. SCALE I/ �11
./j-l'- - --0 PiNE AII; 2. AF/ SPECriC DENSITY OF 056 OR WAil_ , 4a-;I� .!�,N��,��
... N - - . %SrEmsel-�? I- BLOCK NO SHALL BE 1 1/4- 10 ..* .
. . . s FLORIDA BUILDING CODE (High Velocity HIM Can* Zone) NOT 1, � . _ _1�".."', I % FLORIDA BUILDING CODE (High Velocity HU cone Z*ns), - ` %D44 7 ' -MRK` M= - 11
. �CENSe',.. S, .,-- �
I:: No. � 'atim, VICTIM - 20 GAGE GALVANIZED STEEL STORM PANEL 11 . - -1 :' No. 4 15T . __ � ",`EOm - 92) CALK - IN & SOLD -SF- ANCHM SHALL BE EWBEOM I1r INTO THE CONCRETE BLOCK U NO E&WIRENT 1. I 1 24 GAGE GALVARNIZED STEEL STORM PANEL - IT
S: - .wi = 20 GAGE GALVANIZED STEEL STORM PANEL I, STUCCO SKA(l BE PERMITTED 1/4- 9-20 SCREWS USED SHALL BE I 1/2- L04C MINIMUM S-'OvUD ttlr* EXIST. * � /Z5 \ GLOW PROTECTION
=*: * CORONA IT SET Sj%0= -/V/�
- OCOW A=E �Lr AT W 14 - * 1 - * 1 . Cz4___i___ll ,
�EU, 04M DII -ow HEADO, S '. w AND !' MINIMUM FOR WALLS Wilk NO STUCCO. S"Cil. - , I � 5 �1� PRODUM LLC. ...
z_A4,______!!`I ,om ci� 'o';:p: ,
.S ". if
--'
l'o'.. - = - J RECORD, lj 'C'. STAT OF (- - 7�!7.��_ w/u/mix, --- ANXi... 11 EMERY
% "i. S O� N mmm. uc. "WIls"' I I � 'p. *. I GLOBAL PROTECTION PRODUCTS, LLC, Wt 0,3) I% CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K I !,�c - IRAIL. ', AXII-
14Sr-e--.. - It- ',W - j MERNIALM TOP HEADER jjQQajmjkjg�-�',' - 01'. - _ �> --.- a:�I17_-WtmF-m-- `HFRK ki.)M-rAk I- (,)", 20-175
.- ovial. R. 3" . -, v, I - .. . , TRANI �
Z� .. 417,4
.:TI �LTE C �01.�j _� GLOBAL PROTECTIO �Ft o EXISTING WALL A14C SHAILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
_Or�-� '. 40M M 51 SYNW I == . - , . I -A-PIL-V BE AS MENTIONED IN 8 1) MO IN S 2) It'#, . E UAL/TioNAYWIL/mm _V= I A- !e - 1 - 1 - !-- - 1 AM
,
6ILt�:W t __.. w _ft_* ml=a W.M-. ... (.�m-'sw FAX, C.). 20-176 ANCHOR . Rw-ruti. I. I
IZA, M. L OAM-11.1133-11 ___ 20-176 ANCHORAGE SKALI HORS X'110 11
- CANWING - ", ,,,,,,�,'Z#6� -, l=_mw:_.lI__ __�_ ull . (A. TASAMRS � , F09, * 11 it
I—— P1 C.-amits, 1 MAR 11 or "C"W"Lo I AN" � SCA C.-Oamio, -
- - am 0.4- - -.1 - - I !!!I - - w to Sul - INSTALLATION, & 0"t, ix.,� r I", 11 n-1 mrs. 1 - 1 - - 1 - - 7"m,-,3,1 tav I 1411, I or is
SL-49000uulw% I i FAR I -AR SKD a 0I 216 VOTE SHVITER 'FAM NOT S�OVRN 10. CLAPIT. v_Yw%/TA,t ' - -
I I ITOCCA 1.1 kW IPC Mq . li ; I - I - - - =-rA F591 ; I 7-+- OW -1 O' All
- �
I I I I I w
mi
MAXIMUM A.S.D. DESIGN PRESSURE RATING (gjj,) AND CORRESPONDING +2/4 1/4, 3/4, 4/5, 5/5 & 6/5 INSTALLATION DETAILS FOR REGULAR PANEL,Ti
C LAR. UEE SAFETY & E-Z HANG STORM PANEL SYSTEMS MAXIMUM SINGLE PANEL a) LENGTH *0 SCHEDULE ONLY FOR REGULAR STORM IW/6. 2W/6. 3IN/7 III 4W/7 I
(SCALE 112-I-) PANELS IMMULAIM INTO NURIED CONCRETE, CONCRETE BLOCK & WON (t) _ 3' MAX __ANCHM (Six SCHEDULE ON - - I ___r wx- INTO POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES
- . ______ __ - 15.125. (TOTAL WOW) __ _____._ . - - SINGLE PANIELSM SINGLE IRII fi) M&SM&MR-Al-EACH I' ARM 7- smum-9, to &it) I , I' mm, . en -
- - 2-18r- - uteculum I 6 0 . a a _VUSTING POURED COW -ROE xw CONCRETE -1
CIR CM� C,
_ - - - , , __ . I - 12 SW (EFFECIM01E WIM) - - - . ____ I - - 193� - - I/# - -204/-' AT TOP Oft END Yom IRA= DR ( - r- -1 I - 7 -r- -1 -1 I __ - _� I .. 11 Ato',w) '45 BLOCK =
I ,256`I� .750'- s S, SIM AMETED D.M..O.O, it- T -I I r �_ ,)_7____I_ 1 - _r__ I ,�,
� � -� ,� REQUIRED.
, � .. CNJ
I �, I - - To EM PACKS - T EACH EM _�)l I I I ") ,
F'L - 6 1/4- (I".) - - - '37.t. .1 25� AMU 0 6 ,/4 Cl OR (91 * QMT MOUNTED D* _L '.�-�-� a CONCRETE ANCHORS ,��
. _ I _7 q��,
� - I I i i COWRFTE ANCHORS ., , , I
I I - - OR a it lIr O,Q , - - I I 1 I i i I T i SCHEDULE ON 'C' . �,<. : (SEE SCHWAE ON � , , I - �, EXISTING POURED C" 9=
'.
500*1_�_,- ,jr, - - IzW - �- 1350 . - I 1.250* - "loo, 1w .ON, (MA, K wqumm) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH (a). @ .1 9 i I I q . , . (SEE SHEETS 9 TK90UG14 10) * ,,, ;I- 11 I 0 CONCRETE OR
� � 1 I.Sw^ � t �Llc' I I i SHEETS 9 THROUGH v, - (2 0
-
I . I... I . I I - ��Jlo_ : I � I',' - . __ - �� -.,I CONCRETE BLOCK IS HEAR was -
Sol I � - I .. ... - REQUIRED - I - ce
1 h MOJM" A5,D MAXIMUM X&D. i ,�r
, , (?� " 3.375' DESIGN CONOMIETT AT *am CONCRETE At WOW 1 " �, q t "I'll 0/4 01/4 CD :.a
I __ , DES" ! I
I %+" OR "L-" (ft.) 0 "L+" OR "L-" (ft.) 0 , 'D 2 .
I . . Ir"L * I -1 A 1 30 - IA�Ilwl- "
2 . 0.024* TRIAL THICk � - +i � � 1 1 I ; ! I I i 1 1 .�',-`,�, I t
t, - I I .11 .` I I 4_11�, I I - - I M. LLJ
4 � I 11 1 , � 1 1 , i ; � � � � T 1 � -� I
. � . 671 - i 11 � I 11 � � , I � i ,l
- , � I -
.1 - _1 I - CONCRETE ANCHORS ,:,
OWN At -) - - - _T 7 -- I 1 ! I (SEE SO4MAE ON _
HEMMED MWMED SIM , .08 qt'. I 0 v (P...C) (. or -) ------- T 0-0 [ , i 1 1-1 1, �l I _ ,
EDGE ASTM TYP /, 2 . .004" - - - 4 I. - - i I PRESSURE RATING OW41ATONS t FIRESS41FIE RAT04 INSTALLATIONS t ] , - , - . - , �:� - I "I C=
5 I . I � ,,, " i I . I, ,=
C-60 EM __ - gao 12--O' W-O' 2a* 14'-*' W-O' I � - i p q E. I D I SHEETS 9 THROUGH ILI j _< - :5 C=
I t � - 1 1 i I r "�','�` x 6
f � - , ! I
,
� _-
"
(tv I _ _ ___ 1 ; , ... ,,� � �,
DITAIL A ARE ---- ----- ,- -T,") I I 1 , 2 - I'll � CTII
I - 3n. 210 W-O' W-a' 2" 02,-Io* ff,-r . I I I . ". ��l : I _E
��
� _ _ . I .." - I . m ><
(j) STORM PANEL - - - - i I I , : - � T,�� , �� : . C, ) T, � 01 , ..; LL_ CIL
- I 3SC DETAIL A 2.000' - I ; 1 ! ! . i I ; � a
30.0 W-8, to'-$" - - 4 - - , - I _ , � , � I . . . . . . �1, I'll � i 01 11 � 11 __ .
HWMED ,250' . �� SEE ,+ L_ L+ I --- i I i I �t ri- ,4A i
ORAD9 W'03 � I I 2.12 1 � I I , r__ L �.- 1 25- : ______� �o #,-a FO'-71 ,IV -� I I 1 1 - I - - - , _�_r _, I v , LE "I : � , f- I -
.
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: - � - E: -------:::) : I T 12 112- OLC . 11 . I - . I I NO VINFSHII t - - - _:_�Q� 1 =3
11 7T "I ��j - i___ I ; I - , 11 - -_ -_ -_ ---,-----.- . ALLOWED - I I O.0
# `�, _` '�`, CONCRETE ANCHORS -z' IF CONCRETE ANVIORS �_',_ , __ - �' . 11 'il. , IF TREN
LL ,� . �. " , - " . I . E6 I I i . 4 1,
'. . L� � �,�"_�,_ - '� 13�11` - '. I I 0 I I I - I � I
EXISTING POURED L , , _ _' -_�, (SEE SCHEDULE ON ,N1102"mo, i I . .
;__ , _ "'fL" , . (SEE SCHEDULE ON �,��,. ; L__ 14- ; ** mm
, SHEETS 9 THROUGH 1. SHEETS 9 THROUGH 10) , I�9�, 2 1/8* LONG MAX.ALUMMUM - I- - --l- - I
_ . I .. e - - - . WOO" AWHONS 0
_ to ._�1,1�1 19 I I . � 4 STAGGERED W/ L C* C
CONCRETE �, - __ , -1. I I L LL I'- I I ,
REOUIMED . - I ., _. EDGE Of WALL OR SLAB .1 �', �, SPACERS 0 O.C. VAUD FOR ED I � I L L - - - - I STU. I1r LONG IF, I - -
I � !
1 (ALT. CONDITION) "' , ALL DESIGN L= I , ��� It I , � (SEE SCHEDULE ON I SPACER IIA IW K I - - 2-xo- WOW
ji4- �.. . AND PANEL � r*;�g - I � N4- WOOD PLATE
_ _:_______, 11)
� ,,�� EXISTING POURED CONCRETE 1, � : SHEET 11 ___ 2 L_
.
�1,1_ I.. OR CONCRETE 13LOCX EXFST04 ROLM CONCROT LEN61WS PER SHEET 3. � I . (1) WFWALOMM 6 LIMITED 10 A ONE SIM SAUXURNITS WRIII ITE-C' ! . - � � -
-, - . I - � I - .I.- !
CONCRETE ANCHORS ... . I , .. REQUIRED OR CONCRETE BLOCK 2'.4, WOOD - � . . VAX WX PON NEW ERMS 0 A M3WWnW FROM AM WOOD ANCHORS ;_ - I __ - .. 11 - RIEOUIRIED . -=
= L- � �_; -Ig I - i I i I I . C , -r. LE ON
SCHEDULE ON . REQUIRED I; MAX LOW, ALUMINUM SPACERS 0 PLATE RECAMW6 WOOD ANCHORS ..., I -_ -_ - -_ - -_ - - -.,- - -- .". i (SEE SCHEDULE ON __ � 3/4 11 SHEET 11) m 0-
- to . - __; 1/2- 0 C. (SEE TABLE 0 1 ON .i I _ _ _ �
2'.4" WOOD - - - - -
. � ANCHORS ! - _
SHEETS 9 A 10L) L ON SHEET 3 K = "101111TV AS ! I , : SHEET 11) - --
(SEE SCHEDULE 011 LOW As THE F&�� . . _1 - - :1 :1 (2) 'GO= owim RARE RT OR __ I I
t "=
SRI=
. PLATE REOULF it SAZ
I I , , SHELF I 1) I Iff. i .. "am It '12 1 - �' I
SWATS 9 THROUGH 0) St. ./ STUD - : � ", , '..- IED � v� AT a -
I � (I"d, a A #Lw"b=IM - aw w.mo Zoe" 11
(1) WARSAW Ago DESIGN I S-w TO. i -- 2" Min - - - - .- I- - 3- - 0 CD
co"U"T
BUILD -Om I I I i PANEL RX ;
CEILING AN,q gr MOUNTING WALL MQUMMNQ /DIR w/spAcEgs & OR gl� I NO" a -ft -a P--f � 1 (3) MAIL 24 CAN PANEL UINGTH 6 LOU TO W 4 ANY (MINING I
, SLCTION 5 %m _wp - I I . _I_ In i I DMIS 6 A RMIRCMN FROM tAMM PANEL LOOM NAMM ON j Cn
SCALE 3/8-1 IW"W STORM PANEL LENGTH a i
SCALE 3/b." SCALE 3/8- I' 1 ,E. WALL MOUNTI MOUNT � 904MAL BMW III f =8G AN UNTING BUILD -OUT MOUNTING " Cu
I ELOR MO
I NG I TRIO (4)1 112' LOW SINCEN COMMINCIff #U AS PODCM I ALTERNAIM
. i
WALL WOUNnNG I u I - WE MA ON i ALTERNATIVE SW
� 43) UM PANEL WPMLMWN IS ONLY I i OW L 09VLLOW Of R I1r tow wom ITS CRAY I
ALTERNATIVE I wm a oxr^v ww "I'm w� SCALE 3/6-1- ! IRA FOR WHO mn 1. AND AS wmw � I SCALE 3/5-1* Hit" SCALE 3/8-i' m
I i i I-Im su.cm AND THE 2020 f7d, EIR" CEBU FLORIDA _A4N` "
SEAL 3/8.,* i (4) NWAL4MW RAUD ONLY FOR MIND ; I MALOW Ow , r, %
� ZONES 1. 2 4k 3 PER ASTIM E I I /I
"WHMON, i IM-M HIM"" I �;o .
00.0i P, % ! r . �!IFF....
; /#.-'.',j%CE� -'-. Lu
.!!�/,Np 1. A... .- ----.-- - ____ ! . .
, ........ ". & .1 1. =
Nx ...4 - . .. NOTES,
IF / � " 7? 1 FLORIDA BUILDING CODE (Non High Velocity Nuu Icons Zone)l Nam* .. 'Ne E -%. FLORIDA BUILDING CODE (Non Ifigh Wolocilly Hur one Zone) NOTE FOR COMBINATION OF SECTION : I f' NO- 44167 '. I FLORI BUILDING CODE (Non High Velocity Hur Cone zone), 2
� - : 1, INSTALLATION ARE ONLY VAUD FOR MAX. A_S.D S w: W, . <
f1p, R 2, ., NO, 44167 ". t � 1101444 RK, 24 GAGE GALVANIZED STEEL STORM PANEL F.R." TOP & BOTTOM L40UNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 24 GAGE GALVANUU STEEL STORM PANEL
1 ." 40,44167 % I IFICTIM ROTOR. - 24 GAGE GALVANIZED STEU STORM PANEL N= FOR COMBINATION OF SECTION : 1 L INSTALLATION ARE ONLY VALID FO MJX. ASO, . - . llki Anato Minco, Me. -
- - **! � MY DESIGN PRESSURE RATING (II.S. I) AND PANEL LENGTHS 2 *: : - DRAWN AS PER SCHEDULES ON SHEET 3 1 1'... STATE OF .." v - CRAWN IT
z III, .. * . * - - COMBINED IN ANY WAY TO SUIT ANY ..
E.D. - EDGE DISTANCE FOR COMBIMM %.,a... ST TE Oj�: . z L-��_ G?M/Mo TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 2 - /"/"n INSTALLATION - 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD '�O - 1- -1 Z IL ECOamc- ' 07/w/am z
I . . -
QE SECTIONS � GLOBAL MTECTON PRODwm, LLC. VAX COL48INED IN ANY WAY TO SUIT AW ALTERNATE 2W') % o` * GLOBAL PROTECTION PRODUCTS, LLC. w GLOBAL PROTECTION PwUCm LIX. am
(SEE SCHEDULE ON & BOTTOM MOUNTINGS CAN BE `S,l;.% , INSTALLATION. p .. STATE O"_ - - IT C siti . WE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
'O�,� � 4
7 .V,aL '10RID *6�� zl�� �_� MI Is 6 slym - IV -
.� Silts" S, C?�, ... DENSITY OF 0.55 OR EOUAL � .N - , � I, am SA It $"W 20-175
. - IL lk .. - I xl.=r._wI=l_.. Le.).,.., H. ARMI - o, IN, - ..IN. - 'Hist
.
SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY % 'ei ,� . '. ,� __ MALP.- js&�AARMRNAI, - 20-175 2L FOR NEW WOOD FRAME CONSTRUCTION: WOOZ) - ewl,i` =1 IRA .. E. IMAL M = A "#If .... I .... I---/ _ feet PRAL fl� 333. z
ONSTA"TION. � - cm W-1 �. am An- �. )N�7"L PAX' tft4)00-4"? N FS ......... - TWART-eftTMATPH-RH Nis-7w. 'Ax, 20-175 I PRO .H.N: - � a" - W-P-4& FRAL, (ft-)$"-*W
� C.-Dow's . - 1 - I - I - to� M., - CA. I- ClAsect ft . CA- - o� IN, <
N111, " MEMBERS TO 13E SOUTHERN PINE No 2. W/ SPECIFIC 0� - - ". r PF. wAivattimm"nom 11
.... ; _ " 1 1 11 UL`llrl� MAIL .. pl� .,29 , AmOmm A, Tun .. 11 nl! AM`__
NMBRW m A, DENSITY OF 0.55 OR EGUAL. �Illla-..- ... �is
, .. ; 1
" F29 i =r I I - FLOOR, MR. 0 ., , I .! I I
'; . A I � I -, ; it I I.m � IN 'a _j
WMA IN 4'4.1 IF 1 ! I Slim 5 OF HR
I . a -
I
SHEET NO.
- - SH 10
I T A I ' I If I ' ' 4 - 1 I ___ _ I
FOR INSTALLATION IN POURED CONCRETE.
OOD STRUCTURES: VALID FOR REGULAR. LIF
SAFETY & E- 1) SYSTEMS
'�_: - I
I
-
- .' I I
I I
�
, - - ' - .� "'Eff-
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" 1 2' . r . .003' 310a "-I. AM �
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fx$6 WOOD FRAME �� OP
0063-TIS .-
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; S. .0"cw - '
I
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- =-11 (9) & (w ACQUIRED NICIE Firm 'J". 3/-' 1
L � . 1. IAPCON 0 t2' O.C' I " .
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_� _I 1/2
;_�. �f)I MkI 1, 11 '.
�_
FOU*M CONCREm Do .- 1 1/4*. . . I
mcwtE ".
' 1
rf� I
FIMME =W11RE. �' I 1j4'GEdq1C0N . :��_
BLOCK OR r.c wow BLOC � -tit, L . . I r 17 2 1/2' :�.. - .? I
REGUM I � (1'�
I / "I -
I
_-I, OR , �
21.4* WOOD 4 , OR , M;":-- -
FIAMIE / I I ,
REDURED ' A;xt
,; �� I , 1-1 I r - �
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-1 � �� i :r ,_I 1, - � 4- GA�. -
)_ -.�� I � '_� - �� I
1;1" . �'
, �_' ' -
, % ". - ' 11 ']. 1 77 1,
CV? PANEL , "i., __ 4
't.: "4 � -,,-,, - I //i-'-'-"*,\-\, /1 x
�;/-;� i.... LED . -
- ','r 0 12* at i 2'. 2* : =:To 11
� ' ,
VARIES �
'
41
j " ��. . I e.51
.11 - "" Om cow 1"
I ;?
" I r M. 97� L ANGLE Olt
, ci3l V.�
"
1. �� �* ----I- Zed, JI05-4154 SHEET [ , POURED CONCRETE. CDWJIEW
" ,
r � 1. . _t�m : - ,I., MrTAL .w SENT PLATE BLOCK OR 2'"' WOOD FRINE
X 4' X ,125* :- I
*f!
,
31 05- " I I - REQUIPITO
SO,,_414 ON
?,��* I - -
76 ALLOY ' 2 112 - 2.
\< � I / I T_/4' /
CONT, ALLAL ANGLE
__
"� M_ GAP
;
,
\L
_/
Ile 4 MOI 4. , r
Ir OC ,: o72'
. 3IGS_`, OR 9063_1111 ALLOY
*14VAMA CII,IYU X ANGLE
CASE D (P
SCALE 1/4--l' SCALE 1/4--i- SCALE 1/4-W SCALE 1/4--l-
__ I - -
' I . SOLID -SET OR C`LX_FN
,
,'
. _L� I
:. Al &wv'=w`E -
I 1.-' IF
=..1EW,,. � t 4��S" .a jo .0 OR '
' = .=' WITZI Em PAMMKIKIT PLUS = \
MIN!3x SLACK ON 2'.4* WOW SUM OF OPENING SCHEDULE ON SHEETS . �
� I I wms FIMW REOURED AS 4-PLICAMILE 10 * ")
- - I PANIO. 2'�. Woo, FYUWIE .:, .r .,..-# a
OVERLAP BEYOND 11 In -, . ki* (9
OPEN" WIDTH) � = VOID . �' I
� � p ;'Lf�' , .-,,'k'-,[,-�',',�-�%�!".,���-.�,_,-7.� �- ��', - F� �" � W_
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:� I�� � -'."," I , , - "
I
�1"'.'�:� L (2 .(�p "(I) ,J) / --, � cl '. L'=- - -
- . VARIES
S' maL I 11 - MEAM mwm TO
a" (NEN" CUT END PANEL)
! X . DO. DISTANCE -7 -1-:!�'- - '_i;��;
-
' (I, I
. I
. x p /
L
�
- - - - - - - - - III,- j
,--\, /_' I/4-20 %W ... N"F, CA E G (PLAN)
-01 FWMKDMIF I =_'. 7 e'c 11*1 %, *
� "
.." ��Jkl/"\ SCALE 1/4'- 1
/ KA,KIK ;01.0.,.. , V" FOR DIRECT MOUNT INSTALLATION ONLY III
-�ay��-.-!.'�
- - 0 V .. 'od
S, CERTIFIED PANEL INSTAIJATIDN W1
�'A�.----�
� . AT WALIS
E : I SURFACE LM VARIATIONS WITHIN 3/4-
. No. 44167 '-.
i *: ,
2 i * . * # FLORIDA BUILDING CODE (Mon High W4119cily Nu one Zone)
CASE F (PLAN) TE Of
24 OWE GALVANIZED I.P.
` �."Q� 4 faimm, mma. mx�
':��% STA snn STORM PANEL Dow. W.
-
1/4--t- %Z;>.. .r4oRlg�--.
SCALE 1/4--l- SCALE R` 417
"� ;�'-' - - .� �'
Ir '*
�-_ / 11LIECO.!c. \ GLOBAL PROTECT)ON PRODUCTS, LLC. "W'X'
'1111111)11111�_'S'_..O�_
k -
I
-
'/'-
MIND I.W. a, STOW
_.. - - MIk-IIIAICHL� - OINK, FL =4
4r'�vy-..,I11Gv '1111
- RFAI - - 4ING' F"... P.DmL (W)M-7546. m (m).. 20-175
e.1 i - im. 1 - - I'MANNI' w
-.E SEM41MINLYLIMEAM
wm�A-ITM�l,.,- P. smM a A, is
1
- - nj,m, . . 1 F5291 . I I -
.
M IMUM A.S.D. DESIGN PRESSURE RATING (2.9.1'.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
RM PANEL In INSTALLATIONS INTO WOOD STRUCTURES
(VALJD ONLY FOR PANEL (j)iNsTALLA-nONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 5 & 7)
MAIL A.SD.
DESIGN
PRESSURE
RATING
(P.- 0
wxmm moon spAcmG FOR cm - AS sow ON sHEETs 6 & 7
�
Z N
H=
a
OF THEM
SEM
9
MAXIMUM
PANEL
LENQ`H
I -
I1.1
TAPCON
LAG SCREW
PANELMATE
FEMALE 0
PANELMATE
PLUS
WOOD BUSHING
-
13*
ly
13,
13,
IV (w)
� -
'a.
Ir
__1,3:___
--13F--
-Ll:-
___ 13,
I* (WIT04
6 1/2-
a 1/2" -
6 1/2'
-
6 1/2-
a I/2'
__i_174�
2W W)
+45. -45
op
LESS
-
- -
r - -
__F___
___']i;_
I
H___
13*
_
-
__ __
W 1/4'- __
'_ ____
OF
- __ -i;- __
- -.----
�i ;
__ w __ '
-
_5 1/2'
-----------
v
-
- --,I-
__�3_. __ -
__ - -ur -
- -
( .')
- -
5'-w
OR
LEM
1
___
- - -w
- - __ __
- 8. _
---;3----
4
ci OPF
- _
31V (BOTTOM)
411, (TOP) -
_____ __
-
----T3;---- __
__
__
13
_____
13^
PIP (sorrom)
*
13*
137
13'_
t3 .
a 1/2,
'
(TOP)
__ .--..
1j*
11.
13'
-
'r
-
6'
HN (MOTION)
& 1/2*
__ -
6 '/2-
__
5 112-
- __
5 1/2�
-
6 1/2-
(w)
___
-
-
__
-
__
,/IV
A�_
12 1/2'
_
6 I/e
(Sm.
_i!)_
W-0`
TO
4 i/2 .
- __
,-
6 172�_
5 1/2'
___
-
(TOP) __
W-C
4 1/2"
__ _
- 1/2*
__
r
7'
-
3w (norrom)
_
10 1/2-
I
-
F
T :S'11�
- - 12'
-
12'
- I
.
.
w (TOP)
-
".
I I
1
___
13;
13'
__
1 2'
a /
(BOTTOM)
SEE TABLE #1 FOR MAX. A,S,D. DESIGN LOADS & MAX PAWL UEPIGDIS WHEN SPACER (p IS I
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
I *
NW. A,S.D.
DESIGN
PRESSURE
RATING
(0--t
MkXWUM ANCHORIS SPACM FOR E�0. - AS SHOWN ON SHEETS 6 A 7
APPLICABLE
:9
OF
I MAXIMUM
PANEL
LENGTH
.0
(ft)
TAPCQN
LAG SCREIN
PANELMATE
FEMALE N)
PANEUSATE
PLUS
WOOD BUSHING
".
IV
13"
13, .
13 .
I IF (w)
13'
___
13'
-
Ir
-
'r
-
'.
'w (BOTTOM)
6 1/2.
6 1/2-
a 1/2.
6 1/2-
6 1/27
zW crop)
__
-
-- __ ,
- ___n -------
7 1 /2'
.
ii;---.
-
�- --- -_
7 112
- - _
S*
6 Ile
--------
a.
- __ - --- - __
5-
- - '73; - -
t
12 1/2.
-_ -, - -- -
a.
- __ __ __
Ir
' __ -1 -3- - - -
6 1/4-
- - - - --- --.--
-
- - -
-
- __ -1 j'_
2w -
(90")
_
311 (TOP]
51-01
Olt
LESS
3W Scarrom)
- .-
- W_
AS _(W) - -
I .45. -45
to
+75� -75
_.
-ir
Ij*
_____ __
t2r
__ --- - -
1".
_
13,
4W jj_a�)
1
13*
is'
13, '
Ir
HI*
'* (TOP)
-
-
ur
13 .
13 .
Is.
- .
IS I/
I* (BOTTOM)
__
6 1/2-
-
6 i/2'
6 1/2-
6 '/2-
6 1/2'
2W (TOP)
__
-
-Z
-
S' -
-
6 f/4.
-
12 1/2-
____7f/_____
_ a 1/4' _
2W (gom.)
-EMP,
W-O'
TO
�ji;_
-
7 T/_2_
2.
-
iw
I
,_1
5.
5 T/2-
*
6
___
6*
-----.
-
__
3W mnom)
13*
+_11
::::7--
-
I
::::T
A
13'
- ---
s Iliz
"'
w EGGS)
!V�
-
_ - ___
13;
11
_�7
13'
__
--;--
To
Mr.
-
I . SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 4�� IS
USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
I
Jim -&I
.
a
A.S.IX OESM LOAD
MAXNM PANEL
LEMM
40 PSF OR LESS
6'-W
> 40 PSF TO 50 PSF
6.-2.
> 50 PSF TO 60 PSF
,
5.-IC).
I
6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
1*1 ID OR PANEL MATE PLUS
W/ PANEL MATE f]L
ANCHORS & W/ " �P H!�,,4Z 1/2' D.C.
.$AM
INSTALLATION DETAILS FOR LIFE SAFM EANELCJ)
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
i/4-0 TAK m
%MM"O �A=A!! O�b , --6'-m'-"
ANCHOR 0 9, 6 C_ I �'. t I
� ,
X . -
x � CONORM BLOCK CONCRETE BLOCK
.'. . REQUIRED, .�' I "Como.
- - "
I...
... '..
. �
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I __ I __
1/2- . 1/2- 1/4,
. I...
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11
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I .
I
I
-
�1'
,
" I
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-
V WTI
Powm L0.0
EXISTING
CONCREIT OR
CONCRETE SILOCK
REQUIRED
1/4-0 0KNELMOTE PLUS
,
ANCHOR 0 12 1/2' D.C.
i v (j)
: I
4 �.-.a�.p
I
; m=14)
o
I LENGTH
(SEE ELMTION
I- __
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i
I
I P.,
; I (A SHM 12)
: � ci ), -
I I
"'Ir w
I
I
I 0 1
I I
I j".. -
0 WMALs
SEE SHEETS 15 4; It MR ANCwOFS TYPE III SPACING FOR
INSIAUNGONS, 400 WOOD FIAME P)LOM,
MINIMUM ANCHD* SP*CMM AND NPINAW EM DISTANCE
ARE INDICATED ON INS SCHEDULL MR Eo LESS THAN
0MATIED ON SCHEDULE PdJDUbE ANCHOR SPACING By
MULTIPLYMIC SPACING SIONIF AM SCHEDULE BY THE
FOLLOWING FACTORS. FOR THIS DPOUTION To BE POSSOL
MEDUCIEO SP*CWC OPAPO USING FACTOR !iNALL MET HE
Lm THAN, W." SPACING WIMATIED FOR EACH ANCHOR
TYPE ON INS SCHEDULE
1/4'.
1/4'.
ANCHOR m
- - -
UPON
- P4��
PLUS
mm"m mom wmam DK)
3
�
1-� 1cK,KHwF W) -
1
3
_7__
_�__1/2
, M.-I
.
mcium. E mommics: sm
new
I ". .
0_35 -
2
- .Ilr__ , _
� 00, -
__ __.'
--- ___ 11 - '_
olmi "Go
-1
3 'Ir I
- -
-
: -110
It
I
0--SEPAR41ION,
I TO CLASS, __ - _I,/&`��
0 F � L �
. I I IF
a V _ ��j M M
.
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1
I 'L* Am.
. I
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t
I I
: I SEE ELEVATION
IT - I ON SHOET 12)
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-
It
I
I " PANEL L'M`1H
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- I I I
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11
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ENGINEER111141111311 EXPRE93586
PRODUCT EVALUATION Rvf=DRT
September 15, 2020
Apiliketion Number I 7059, I - R2
EX Projed Number 20�31543
Product Manulactureir An American Shintom; and Glass
MemOWuret Address IS40 Donna Road
Wast Palm Beach, FL 33409
Product Nam & Description 24ga Galvanized Steel Storm Panels
Large Misaile Irripact Resistant
Scope of EvalluatIon:
This Product Evaluenion Report Is being issued in accordance with the requirements of the Florida
Deportment of Business and Prolessiorts! Regulation (Florida Building Comer"on) Rule Chapter
SlG2D'3 005. F.A,C., for statewide occsptEmce pet Method i(d) The product rood above has been
tested endFor evaluated as summarized herein to show compliance with the Florids Building Code
Seventh Edition (2020) and is. fix the purpose milemled, at JeW equivalent to that required by the Code
Re-evoluston of trus, product " be required following perlartant Florida Building Gods modifications, or
revrsiorrs�
Substantiating Dets:
A PRODUCT EVALUA71ON DOCUMENTS
FX drawing #20-31643 iftled '24go Galvanized Steel Storm Poneft (FNHZ & Non-HVHZ)', sheets 1-5.
prepared by En~ng Express, signed& sealed by FrankBerinardo, P-E. G, an integral part ofthis
EvekmUon Report-
. TEST REIPORTIS
Uniform stedc structural porformance, has been tested in accordance with TAB 202 test standards pet test
topeart(s) #BT-ASG.17-001 by Staclovatei Testing, lnc�
Large rn*Wle Impact resistance and cyclic loading Performance him been tested In accordance with TAS
201 sort TAB 203 test standards per test report(al AST-ASO-1 7-001 by ftckmtet TorifitioF Inc.
. STAMT1.11RALIENCHNEERINeCALCULATIOLS
Structural engineering calculisfions have been prepared which evaluate the product based an
comparistyra and/or notional analysis to quality the following design anteria
1. MaximurnAllowaliNeSpons,
2 Minimum Allowable Spans
3 Minimum Glass Separation
4 Anchor Spacing
160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FiostioA 33442
(954) 354-0660 1 (866) 396-9999
TEA M OENGINEERINGEXPRESS.COM
ENGI AIIIERINGEAPPESS.COM
0 ENGINEERING Page 2 OF Z
All American Shutirrs and Glass - -14ge Galvanized Steel Storrin Panels
No 33% increase in allowable stress has been used in the design of this product,
Sepambon from glazing is not required For insta)Wiom outside of wind zone 4 and essential fadlMes
Impact Resistance:
Large Impact Resistance has been demonstialed as evidenced In previously larrad test reporl(s). and Is
accounted for In the engineering design of this product.
Mnd Load Resistance
This product has been designed to issart vAnd too& as indicated in the span schodule(s) on the
respective Product Evaluation Document Co s oridneorring drawing).
Installation
This product shah be Ineds4ed in s1rW complience with its respective Product Evaluation Document (I a
engineering drawing). along with all components rioted therein
Product components shelf be of the material specded in that product's respective Product Evaluation
Document (i.e. engineering draw").
Limitations 9 Conditions of Use:
Use of 00 product shall be in strict accordance with the respective Product Evaluation Document (I a
engineering drawing) as noted herein
AJI Supporting host structures shall be designed to resist all supentriposed Weds and shelf be of a material
$&led in this product's respective anchor schedule. Host structure ocinclifions which are not accounted lot
in this product's respective anchor schedule shah be designed for on a sitaig)wffic basits. by a registered
professional eirghweer.
All components which are partmentently Installed shah be protected against common. contamination, and
other such damage at an times.
The, product has been designed Im Lisa within and outside the High Velocity Hurricane Zone 04VHZ)
Interspectrully.
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Frank Bernardo. PE
ENGINEERING ExPREse
Y#PF,1)04(,549 I Cerf Aull) 9885
160 SIN 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 13442
(954) 354-0660 1 (866) 396-9999
TEAFtOENGINEFFIEFIGEXPRESS.COM
ENGENEERINGEXPRESS.Com
FIFUMFF 7_771
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ANCHOR NOTES:
I ANCHOR SC34EDU LE APPLIES TO 06LL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWAM ANCHOR SPACING, MAKIMUM ALLOWABLE SPAN5 AND PRESSURES INDICATED
IN SPAN SCHISOUILE SHALL APPLY BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
MATE III AL, & AMC HCZ*iTY .11ffW1F7 I.LOA OGR�T,ERUTHA N 011. EQUI AL TO N EG ATI VE 0 ESIGN
D .. .41
LOAD ON SHUTTER T FIT . _� ALTO. UITERSPAM.SIELECT
OONNECTIONTYPE WED ON APPROPRIATE MOUNTING OONDITION (SEE MOUNITING DETAII-50N
"PANE r ESTUDS SIED N CT ON SIONS
('F�TRACX, 57UD17ED ANGLE, ETC) USE 6 25- O.0 PANEL FA51INER SPACING TABLE VALUES FOR
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RES , BEIN57ALLEDINAOCORDANCEZ'�HMANUFACTU;tERS'r(ECOMf4ENDATTOKS
Sr HOLLOW BLOCK. HOST STRUCTURE SHALL CONFORM TO ASM C90 DLOCK
L MP4?4UFAEMSEDMMT"LLBEASNOMINANCHOPLSMEDULE.
7 NBPCMUM EMBEMENT AND EDGEDISITANCE EXCLUDES STUCCO, FORM, BFUCX, AND - WALL
FUS
Ft SHIES WALL FINISHES SHALL BE LIMPED TO 1/4" P44K OR SHALL BE VERIFIED BY OTHERS TO
1), CONCRETE ANCHORS NOTED HEFUEIN SHALL BE EMBEDDED TO UN-CRACICED CONCRETE ONLY
9 WHERE WSTINGSTRUCTURE IS WOOD FRAMING, EVISTING CONDITIONS MAY VARY, FIELD
VERIFY THAT FASTr:KR§ ARE INTOADEQUATr WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
TO PLYWOOD IS ACCEPTABLE OWY FOR SIDE CLOSURE PIECES,
10� WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, MsTtNERSHALL BE LOCATED IN
CENTER OF NOMINAL 2- X 4' (MIN,) WOOD STUD (?,� STANCE IS AOMPTABLE FOP. WOOD
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SHALL PAVE PHILLIPS PAN HEAD OR Hat HEAD.
11 REMOVABLE ANCHORSARE DEWALT PANELMATE, ALL-PORIPS SOLID -SET it BRASS BUSHING
il MACHEME SCREWS SHALL HAVE 1jr MINIMLIM ENGAGEMENT OF THRrADS INTO THE BASE
ANCHOR AND MAY HAVE EITHER A PAN HW,TUSS HEAD, OR WAFER HEAD (SIDEWALK BOIT) U�01.0
13. MINIMUM EMBEDMENT AN[> EDGE DIST WE EXCLUDES SYUCCO ORUTHER WALL FINISHES+
14.17 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE URES,
DIRECt -
1.5 LINEAR INTERPOLATION 15 NOT PERMPTIED FOP. USE WITH THE ANCHOR SIDIEDULES LISTED ON
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