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ABBREVIATIONS
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 Red.
Radius
AC or A/C
Air -Conditioner
FLR SYS or FIr Sys
Floor System
RAG or Rag.
Return Air Grill
ADJ or ADJ.
Adjustable
FOMorF.O.M.
Face Of Masonry
REC or Rec.
RecesW
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
ALT or ALT.
Ntemate
FRT
Front
REINF
Reinforcing
BC
Bass Cabinet
FT or Ft.
Footl Feet
REQD or Reqd.
Required
BF
Bifold Door
FTG or Ftg.
Footing
RM or Rm.
Room
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RND or Rnd.
Round
BLK or BLK.
Block
GALV or Gaiv.
Galvanized
RO or R.O.
Rough Opening
BLWorBLW.
Below
GC or G.C.
General Contractor
IRS, RIS, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SO.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HOR or Hdr.
Header
SHM or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
CLG or CIg.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SO FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SO or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KNVALL or KANall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
TB
TowelBar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
THIKN or Thik'n.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL
Lintel Length
TOM or T.O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O.P.
Top of Plate
DBL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TIR
Towel Ring
DEC or Dec.
Decorative
MC
Medicine Cabinet
TRANS VvDW or Trans.
Transom Window
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
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
LINO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
ML or M.L.
Microlarn
V or v.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro.
Microwave
VERT or Ved.
Vertical
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VL or V.L.
Versalarn
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTIR or VTE
Vent through Roof / Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W/ or w/
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt
Pocket (Door)
WDW HDR or WDW, HDR
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallarn
WH or W.H.
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WIC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHLF or Pft. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Plt. Ht.
Plate Height
WP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
WWF
Welded Wire Fabric (Mesh)
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
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 ADDED VAULT. CLG.
12-28-17 3.0 2017 FBC UPDATES
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
08-27-19 4.1 ENG. REVIE= W. FOR 150-C MPH
09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA
12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB
12-15-20 4.4 OVERHANG OVER SGD REV. TO 3'PER C.M.
12-19-20
5.0
FBC
2020 CODE
UPDATE
06-14-21
5.1
HVAC DOOR TO
2652 PER C.M.
11-29-21 6.0 ADDED ELEV KLM PER C.M.
'11
1941 B 1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1 FLOOR PLAN
2 INTERIOR ELEVATIONS
3.1 EXTERIOR ELEVATIONS
3.2 EXTERIOR ELEVATIONS
F1 FOAM DETAILS
4 ELECTRICAL PLAN
5 ROOF PLAN
6 FOUNDATION PLAN MONO
7 ROOF FRAMING PLAN
8 LINTEL PLAN AND DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
WIP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALNUMBERS
PA1.1 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVALNUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVIL 2.OE Fb=2950
(2) - 13/4" X 7 1/4'
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FILITCH PLATE
Bearing Wall Call Out When
I Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 X 25
S.H.
13
20 X38 J
18 X 37
S.H.
14
20X50J
18 J X 50
S.H.
15
20 X 63
18 4 X 62 J
S.H.
16
20 X 72
18 J X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25 J
S.H.
1113
27 1/4 X 38 J
26 x 37 1
S.H.
11-14
27JX50i
26 x 50
S.H.
1115
27JX63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36 4 X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 501
36 4 X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52JX25J
S.H.
33
54 X 38 J
52 J X 37 J
S.H.
34
54 X 501
524 X 50
S.H.
35
54 X 63
52 4 X 62 J
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
H.
DOUBLE 39X59
79 X 59
NIA
S.H.
FqTIE WALLS TOGETHER BY ROTATING
BLOCKS EVERY OTHER COURSE
FLOOR PLAN - ELEV-Bl
SCALE: Y4"= V-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
41 Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
F
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
140 MPH miiiiw
NOTE: WIND SPEED INDICATED ABOVE IS AN
H ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
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 11131 "
1ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
ENTRY 24
TOTALAREA 2376
PATIO 23
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 FACEF
EXT FRAME 2 x 6
R-1 9 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
I (INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFTFACED
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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
Fiords Building Code -
Residents[
7th Edition, Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
150A/200A INDOOR
NEMA I
ISO AMP/
200 AMP
#14 to NhIs & outlets
#12 to apphances and GFI
#1 OtOWH
#8 to Range
#6 to HVAC
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Is nn
UNDERGROUND_jn
SERVICE BY POWER CO. KIT�
4 Bare Cu Ground I
INTERSYSTEM A�
BONDING *4 GROUNDING WIRE
TERMINATION PER WITH CODE APPROVED
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
1. Elect" iouL,eL"eig"Ltiasmeasuit:uFum"nis"eu"oorto nter line ol the IJOX to LM: 10 Arr kgenerail.
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, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range Is not to be Included In the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
FfF
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
pi-MF HALF -SWITCHED DUPLEX OUTLET
I i9K SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
$3 THREE-WAY SWITCH
�4 FOUR-WAY SWITCH
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
F-0 WALL MOUNTED LIGHT FIXTURE
@) RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCJH CHIMES (OPTIONAL)
49 PUSH BUTTON SWITCH (OPTIONAL)
F0 PUSH BUTTON SWITCH - DOOR BELL
@ SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNM
TELEPHONE (OPTIONAL)
USB TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
(D THERMOSTAT
0 ELECTRIC METER
-AE3- ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
A\/
PLUMBING RISER_
NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS
BE VERIFIED WITH PLUMBER
OWNER'S SYITE
2
ROUGH -IN FOR
OPT. CLG. FAN/
LIGHT PRE -WIRE
P
Ll =1
FAMILY RM
ROUGH -IN FOR
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U.C. OUTLET
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PER SPECS
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RECEPT. VERIFY METER
FOR ALARM LOCATION WITH
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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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A -
FOUNDATION PLAN MONO — ELEV-131
SCALE: Y4"=1'-O"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F- OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING I
VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
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The reinf. bars shall be
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TYP. CORNER BAR DETAIL
SCALE: 3/4" = 1'-0"
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drawings comply with the 2020 Florida Building Code -
Residentia
7th Edition, Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineses signature and seal.
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RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft
IIND SPEED (ULTIMATE) 140.0 MPH
IIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CA EGORY � C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE
(SO FEET) (-) VALUE DENOTES SUCTION
AREA ROOF 1 2e 2n 2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57
-38.22 -38.22 -60.99 -60.99 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 7/16" EXP. I eYle) or IY32" EXP. 1 03�16)
!!LEI 'V32" EXP. 1 (9/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1 667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER
RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
—I- In%
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HIP ROOF >20 TO 45 DEG.
[4:12]-[12:12]
a=4ft
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GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12)
UPLIFT CONNECTION CROSS -
MARK SIMPSON STRONG TIE
0 CONNECTOR SYP CAPACITY SPF FASTENERS CONNECTOR
A META12 1420 9 - 10d x 1 1/2" HTA20
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"
C
H2.5A
565
535
10 - 8d
D
H3
400
320
8-8d
E
META20
1450
7 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
G
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1040
1015
18 - 10d x 1 1/2"
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HD ACHOR
BOLTS
HTT5
4350
3740
5/8" ANCH. / (26) 1 0dx1 -1 /2"
HD3B
3130
3050
5/8"DIA. BOLTS
VGT R/L
2225
1600
w/ (16) 1/4"x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4-
X 2 1/2"SDS WOOD
SCREWS & (1) 5/8- ATR
VGT - F
4940
3555
w/ (16) 1/4" x 3"SDS
WOOD SCREWS AND
HDU4-SDS2.5 wl (10) 1/4'
x 2 1/2" SOS WOOD
SCREWS & (1) 5/8" ATR
LUS26
1165/1060
1005/915
8 - 10d x 3"
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
MTS12
990
860
14 - 10d x 1 1/2"
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED W/
SIMPSON SET W/ 12" MIN.
EMBEDMENT.
(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
MGT
3965
3330
22-10dx(1)5/8"ATRw/12"
EMBED w/ SIMPSON"SET"
EPDXY
(2) LGT2
14060-M 3770-F
I 3500-M 3240-Fl
W/ (32) 16D SINKER
EFERENCE
USP MANUFACTURING, INC.
SYP _. .. - I I— - SPF 11 FASTENERS
1870 1 1585 1 10 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 112"
RT7A
585
515
10 - 8d x 1 1/2"
RT3
345
305
8 - 8d x 1 1/2"
HTA90-18
1625
1400
10 - 10d x 1 112"
HTTA20
2375
11 - 10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2% 8-10d
RFUS
7100
wl (12) WS3 WOOD
SCREWS AND (4) 3/4' x 6'
WEDGE -BOLTS
HTT5
5795
5/8"ANCH. /(26) 10d x1-1/2
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
JUS26
1000/1080**
8 - 10d
HUS26
2035/3400
(20)16d x 3-1/2"
HUS28
2950/5090
30d - 1 6d x 3-1/2"
MTW12
1195
loor
14 10il y 1-1/2"
MUGT15 1 4175
LUGT2 13100-M 4520-F13100-M 3800-F
22 -10d x (1) 5/8"ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
1
(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
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1 1010
1 605
1 12 - 10d
SPT24
1 1090
1
1 12 - 10d
HCP2
1 590
1 555
1 12-1 Od x 1 1/2"
HHCP2
1 680
1 570
1 (20)10d x 1-112"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS — ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24-
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-" 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"M (+)
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. R 1
STICK FRAMING SPLICING Is ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING I W,
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
Sit
OR 2 PLY
'ARRIER
�WTMI E R —J —(A)
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FRAMING PLAN - ELEV-B1
SCALE: Y4"=V-0"
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To the best of the Engineers knowledge, information and belief,
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drawings Comply Wit) the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate
vertical call reinforcing and grouting.
5, All lintels meet or exceed U360 vertical deflection, except lintels; 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in Ileu 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 verticalTo-ad + Safe horizontal load 0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
in U
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RWYM RIMM IKMU�mj
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8RF14-1B/ 8RF14-0B/1T 16-OB11T 8F16-1B/1T
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8F20-OB/IT
at as
BF44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 'I B/1T
FORM & GROUT SOLID
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.0 #5 BAR CONT.
8F12-1B/1T
(Z
W"LINTEL DETAIL
SCALE - N.T.S.
SIZE:
IN
WIN
Mom
TYPE DESIGNATION
F = FILLED WITH
GROUT/ U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
8F16-
EB/1T
tNOMINAL
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL�
HEIGHT
MATERIALS
r-fe-Pre-c-effTntals; = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi w/
4. maximum 318" aggregate and 8" to I I" slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum not area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7132 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
REBAR
IF MIN.
AT TOP
(1) RECID
1i
P - 1/2"
JCLEAR
ALTERNATE POWERS
STEEL LINTEL
,d 4j 4_�
A
4
#5 REBAR AT TOP
4.0
GROUT
MIN. (1) RECI'D_ 1-1/2"CLEAR
4
4
A
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U)
5 REBAR AT
-UIJ
4
BOTTOM OF
LINTEL CAVITY
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REINFORCING
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'NOMINAL WIDTH 7
(VARIES)
0_0 uJ AS INDICATED
(D Ln X
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/detalls for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitiuos coating. See contractor specifications
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 HEIGHTG.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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To the best of the Engineers knowiklge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. EngIneer's signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineeils signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(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 GLAZJNG 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1JV2 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
CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
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 GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1..2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS,
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C', IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6-1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3,2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2,
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20". #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1,8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3'
2"
1 Y2.
Y4 "
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRE E (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C+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 W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4,12
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7116" 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- 718" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" 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 A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE 8 Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N,O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc= 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
4.7. STEEL:
Fv = 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4,7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS',
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1, FBC-R R318.1 -"A permanent sign which identifies the termite treatment provider
and need for re-inspec . tion and treatment contract renewal shall be provid6d.
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. lrrigption/,s
Tdnkl,?r sglstems includinaall rir
poind
sp y hea s she I n t be installed wi hin 1 the building side wall.
4. FV-R R318.7- To p ide f i U In for termite infestation, between
I rNarthorraingrshu
wal covering and fine e g a? not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R W1 8.1.1 - Initial treatment shall be done after all excavation
11
and bac ill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must De
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vrpor retarder must be installed to protect against
rainfall dilution. If rainfpll occurs be core vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 -b%ncrete overpou and mor r along the foundation perimeter
must be removed re exterior soiftreatme 1?
% FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertit chemical barrier must be installed after
construction is complete, including andscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12, FBC-R R31 8.1 - All buildings are required to have pre-oonstruction treatment.
13, FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
b i licensed post control corrigany before a certificate of occupancy will e issued.
TUcertificate of compliance s all state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Enginsees knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Enginser's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineees signature and seal.
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NO:
22-12368
SCALE :
AS NOTED
SHEET NO.
SN
V
ts
2!
R
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4%1" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:-) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
WALL SHEATHING
Backer and Filter Block Dimensions
BCIOJoist
BackerBlock
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 1.811.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x - lumber
Double 2 x - lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking--,
1/8" gap
1) Support back of web during nailing to prevent damage to
web -flange connection,
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
16GAxl-1/2" LONG (3/4"-1" 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8- GAP @ TOP sides by 6".
O.C. VERT INTO STUDS
(NOTED THUS:-) DOUBLE JOIST CONNECTION
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
__//P
HOME H C G
GARAGE SIDE 000
6-011
9
STUB -OUT FOR q a -1
0 V-0" L =9 U-)
GAS METER
�01 or :;t 0
0
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
Is
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
100-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-91v
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12- @ 16" O.C.
19'-311
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24' O.C.
61-11'
(2) 16d TOENAILS
2' X 6- @ 24" O.C.
8'-6-
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
lit-Ofl
(2) 16d TOENAILS
2- X 10' @ 24" O.C.
131-011
(3) 16d TOENAILS
2" X 12- @ 24" O.C.
16-41'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
[�TOEUJA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
S T HERN YELLOW PINE, 55 PSF LOADING
0
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer 1900 pff max along load bearing wall.
L,
Load bearing wall must stack
*Non-stacidng walls
0,
over squash=20 blocks and
require additional
w
wall or beam below.*
consideration. Check
I ocal building
code for appropriate
1/16"
details in
One 10d box
areas=20 of high
64
or--20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
[IsA 3" (11 Odl nails at 6" o-c.
Provide adequate bearing
for each lapped joist.
Od nails
SECTION'-` INT. BRG. WALL
LCU
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
(KNOCKOUT EXEMPTS)
D
(see table below)
FILL CELL--n STD. 900 HOOK BOND BEAM
SIMPSON MGT
w/ (22) 10d
NAILS TYP.
LU GIRDER TRUSS
CONT. #5
CONT. #5 STE BAR F 2X TOP PLATE
HOOK
BAR -, T I —
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D I
SHEATHING PER PLAN
COLUMN AND
CONNECTION----" TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
'.T MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from STUDS
above to bearing below.
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min. )Small gap
2"min.
2" max. 4" max -
Web Stiffener Fastener Schedule
Joist B Bring ocation
V Series Depth I End Intermediate
___ _ _ '71,
@) 2-8d
— ------- BCI 5000S 1-1-1/8" 2-8d 3.8d
1 2-
Clinch nails
9-1/2" 2-8d 2-8d
when BC16000S 11-7 2-8d 3-81�
possible BCI 6500s 17"! 5-8d
1 2-
16" 1 2-8d 6-8d
... 11-7/8" -2-8d 3-8d
14" 2-8d 5-81
Tight fit -------- BC1 60sS " - .--- J__�
_16 2-8d 6-8d
11-7/8" i 3-16d 3-16d
2x4/Plywood/OSB web stiffener 2" min. BCI 90s" --14" 15-16d 1 5-160
required when indicated or 4" max. liV 16-16d I 6-16d _7
- Hangers with side nailing.
- Hangers with sides not containing WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls : - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
-When joists meet over wall, provide
13/4" minimum bearing for each.
Use 1 0dx3" nails at 6"o.c. for all joist
blocking panel *Non-stacldng walls
require additional consideration.
Dr- LV I AN T VVnrKM IN CANTILEVER
THE WEB. PROVIDE AT
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2.-
NOTES:
DO NOT CUT HOLES
LARGER THAN
ROUND IN
CANTILEVERS.
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. 00 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. IY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
KNOCKOUT HOLES TURNED WITHER
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 11Y2
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 CU17ING CHART
N.T.S.
5/81
THRU
BOLT
2 X B.U.0
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
TYPICAL SIMPSON MGT TO
-UP COLUMN DETAIL
BUILT
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
z_ AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META12
Plumbing META12 TSS INSTALLATION
1111L
Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
E
3" max
JOISTS OFFSET
N.T.S.
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
'-,jnstall tight to top flange.
Joist hanger
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap-
-Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
re'
dc
/h
r
requirements
0.6 X Joist
depth
I -JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
;0
FINIS4 GRADE
SLEEVE THRU STEM-/
SEE PLAN FOR--"
4*
FOUNDATION INFO
STEM FOUNDATION
GRADE
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
REINF. SEE PLAN
(2) #5 REBAR
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
1 REQUIRED)
w/ (18) 1 Ed x 11/2"
NAILS
UPLIFT = 1015#1
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4' 0"
CENTERED @ PIPE
PENETRATION�
ML71110101111h ME
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
ISEE FND. PLN.
SIZE& REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"-
CENTERED @ PIPE
PENETRATION
A
A
PVC OR SCH40 SLEEVE
PLUMBING LINE
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
A
PVC OR SCH40 SLEEVE
PLUMBING LINE
4
A A
SEE FND. PLN.
SIZE & REINF.
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
W
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22 -12368
SCALE
AS NOTED
SHEET NO.
S N
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CL
CS
ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
17TTY-P-J-1 VARIES
INSU
5/8" OR 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE i'l @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7' O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-)
NAILER
STD. 90-HOOK (SEE DETAIL
V
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
INTERVALS NOT EXCEEDING
@16' O.C. W/ (2)
10'-0" (R302.1 1)
-FOR UNDERLAYMENT
16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1
1/2' GYP. WB (MIN.) @ GARAGE SIDE IF
,PRE ENGINEERED WOOD
APPLICABLE.
TRUSS @ 24- O.C. U.N.O.
2x P.T. PLATE
1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C &
-HURRICANE ANCHOR @ EACH
@ T MAX FROM END OF 2 x PLATE . E
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3r"
6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.)
WWF OR FIBERMESH
MOISTURE BARRIER
A
-SHINGLE ROOF, SHINGLES TO
A a
A
BE IN ACCORDANCE w/ ASTM
fill
t>
t>
D7158-CLASS G or H, or ASTM
. ti
D3161-CLASS F, IN
A
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
1
1
RESIDENTIAL
8.
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT
rG G
ELEV. VARIES 011L
SEE TYP. WALL SECTION
SCALE: 3/4"=V-0" � S3
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"l KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
-ARCHITECTURAL
FINISH
1 x2 PT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
�S
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
co
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
W
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6XI
/-NOTE:EXTEND
WlAXW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
zill.
;0
OP
6 MIL VAPOR
;2�
BARRIER
C%4
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3"
MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
1'4' (1 STORY)
STD. 90 HOOK (SEE
U.N.O.
4"
V-8"(2 STORY)
DETAIL)
TYPICAL WALL SECTION
� �A
SCALE: 3/4"= V-0"
11 �,
OPT: DEPRESS SLAB 5 XF
DEEP AND 6" BEYOND
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB
O.H.D. RECESS
P AVERS�
L
411
OP
SEE AJ/S3 OR J/S6
FOR REINF. INFO.
MIN. CLEARANCE
1.�"
(1 STOR")
V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1 `�"
(2 STOW)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S.
ADDITIONAL INFORMATION.
7VI'll -r,/AF 7/)_
\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH ' Ak 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
YP "i @
(U.N.O.) (OR %" GYP. T 'PE I/ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y8' GYP. TYPE "X' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) 7 SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE 7VCONNECTIONS. CONNECTIONS.
8"x8"x1 6" NOM I NAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL ,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. W/ ,.,--2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 Oill-O" (R302.1 1) 2'l PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"l 2" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
5/8"' x 10" "J" BOLT 24"0. W1 IMPSON SP1 w/ (10) 10d NAILS I SIMPSON SP1 w/ (10) 1 Od NAILS
2"0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. U-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
AIK INCLUDE THE WALL
\4F O.C. OR 5/8"xlO'WEDGE ANCHOR 6 1 x W1.4 6 x 6 W1.4 x W1.4
A.F.F. x W .4
211
@ 24" O.C.) 21' F OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH
z 31/2"MIN. 31/2" MIN.
ELEV. 4-3 1/2",l
A.F. F.
2x4 CONT7��/" o
U_
1/2"(min.)- 4" 1 "(min. - 4"
C14 z 01 t.
;0
(312 (mv: �in.). - 4 .4"
�31/2 min.)'
GARAGE DEPTH VARIES
RO
X.
0
M
TR
L,
'FB
EA
SE
CO
O.C. w/
C
Fv �2
-IL'ITM
�L�o - - (2) #5 CONTI 'gig
(2) #5 CONT. 41' 1-41
41' V-44" 8" U.N.O. MIN
GARAGE SLAB AT STEP B� U.N.O. MIN. TYPICAL BEARING WALL @ STEP
TYPICAL BEARING WALL 0 STEP (ED SHEARWALL (��
SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" �, S3 ) SCALE: 3/4"=1'-0" S3
1/2H OR 7/16"OSB MIN. PLYWOOD SHEATHING
,cs
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. S S 1 O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
- 2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
0&
X, bos
%10
LOAD BEARING OR
INSULATION PER FBC AND ENERGY
C
2x BLOCKING HORIZONTALLY@
EXTERIOR WALL
8" C M U
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
TUD
2x BLOCKING HORIZONTALLY@
APPLICATION
NOTE:
SEE SECTION C/S3 FOR
10'-0" (R302.1 1)
�//__Vi'
#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
SEE CC/S3 OR
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2' GYP. WB (MIN.) @ GARAGE
G/S3 FOR ANCHOR
"J"
5/8"* x 1 0""J" BOLT @ 24" O/C W/ 2"*X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
SIMPSON SP1 w/ (10)
SIDE IF APPLICABLE.
BOLT INFO.
5/8"x6" BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O. BLOCK
all
10d NAILS
5/8"DIA. EXPANSION BOLT @24
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
2x P.T. PLATE
O.C. W1 7" EMBEDMENT (MIN. SHEAR
WALL SEE GG/S3)
(6) 1/4"x3 1/4" TAPCONS
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20' MIN, LAP [24- MIN. LAP]
#5 REINFORCING
X
SPACEANCHOR
:FROM
3500#, MIN. TENSION 2600#)
*SIMPSON SP1
SPACED EVENLY
FIBERMESH
BAR
_j
BOLTS 6" MAX
6x6W1 ' 4 x W1.4
w/ (10) 10d NAILS
P.T. PLATE
WEEP SCREED INSTALLED
x tD
T
END OF 2" x PLATE
WWF OR FIBERMESH
TYP.
\j
-.,-2x
ASSUMED FINISHED
E
PER MFR INSTRUCTIONS
"."-#3 OR #4 REINFORCING BAR
Pi
�GRADE
X_
!Z�! I . .. .
j
#3 & #4 LAP SPLICE
"Si
47
:3
FINISH GRADE ;0 2
25- MIN. LAP 30- MIN. LAP]
:Y=
Y_ 60kSIj
U)
MONO OR STEMWALL-1--1
FOOTING MONO SHO WN
;0
I Ii - F
F__
3!T'l Y";," wxl�ly 71�
Uj
W
A
FOR CLARITY
6 MIL VAPOR B;AR�RIER A.
_R�
#5 REINFORCING BAR
R 17/8"
2�
#5 LAP SPLICE
(2) #5 CONT.-
NOTE:
36- MIN. LAP [36 MIN. LAP)
ON 3" CHAIRS
*FOR BEARING WALL
COMP. SOIL. (COMPACTED TO
(TYP.) 8" Vi
811
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
10"
I dd _:ml
D1557)
4 1141,
_--#6 REINFORCING BAR
#5 STD. 90 HCYOK
I W,
#6 LAP SPLICE
TYPICAL INTERIOR
BEARING
FRAME WALL TO C.M.U. WALL CONNECTION rD
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL
rE"�
SCALE: 3/4"=11-011 �3
REBAR DETAILS
SCALE: N.T.S.
rF
�3
WALL wl UPLIFT G�
SCALE: 3/4'1 S3
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" '\, S3,)
SLAB INFORMATION.
SLAB INFORMATION.
iii
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
44- GRADE
ilig 14110
Ig = H 0-- --; I
MIN.
THICKENED SLAB EDGE rT
SCALE: 7""" � S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
CV)
o?
4"
SEE Al OR JIS6
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STC RY)
V-8" (2 S12RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
ADDITIONAL INPORMATION.
1/2"GYP. BD.
PT 2x
HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEAL0
"F'o'-o"
., A <
INTERIOR
-3 1/2" ot
4
CONCRETE NAILS W 11/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN, SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB--,,,
C?
6 MIL VAPOR
BARRIER
EE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD FOR TRUSS I -
A
AT 24" O.C. MAX.
----------------- iiii CONNECTION INFO
SEE PLAN FOR jk & LAYOUT DESIGN
TOP OF BEAM 'IV
A NJ`
SEE ROOF PLAN A A
I ci
(2) HTS20 UCTURAL . . I . F
FOR STIR 4f
BEAM SIZE &
.4
CONNECTION INFO
/-,lx4 P.T. 2x4 #2 SYP P.T. FRAMING w/
'TE SEE A/S3/J/S6
/,�,MS6.". MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO.
z ATTACHED PER NAILING
(n 0 OPTION #1
!�! SCHEDULE
COLUMN LOCATION = * SEE TYP. WALL SECTION FOR ADDITIONAL
SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
_j
LU
COLUMN SIZE AND BASE
U.1
III
CONNECTION INFO.
SLAB STEP & RECESS
(@ S.G.D.
M
Cn
SCALE: 3/4"=1'-0" \ll �3
2X STUDS @ 24- O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3"TAPCONS
MASONRY WALL AND
GARAGE
COLUMN TO PORCH SILL
1 7
4 �
1
AT 8"O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2"GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS
W/ DRYWALL SCREWS @ 8"O.C.
TO FOUNDATION PAD E!�t
INSULATION PER CHART
z
0
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL
MAT REINFORCING. Q
ON FLOOR PLAN
Cn
LU
SIZE VARIES PER PLAN
CONT. BEAD SEALANT
x
<
<
a�
w/ MIN. (2) #5 VERTICALS
z
005
gRAQ
>
FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W1.4 C14
Uj
Uj
SIZE AND REINFORCEMENT)
LU
Z M
_j 1 1 1
WWF OR FIBERMESH
Uj
Uj
a. W
LU
.4
/-BRICK PAVERS or SLAB PER
Uj
on
LL
z
<
CJ
0'-0" FIN. FLR.
COMMUNITY SPECS
<
-uj
BEYOND
PAD REINFORCEMENT-)
"MIN. LEARANCE
S E FOUNDATI
(SEE SCHEDULE)
FOOTING
IDTH
141114" CONC. PAD INFO.
SEE SCHEDULE
11% iit - ;0 T7. 17;!
INTERIOR WALL SLAB STEP NON -BRIG. rK TAPERED CO�OMN FRAMING f'C*D�12 PATIO COLUMN FTG. DETAIL N
SCALE: 314- V-1)"k
SCALE: 3/4"=V-0" �3 SCALE: N.T.S. l �3
C2
cill ell)
ct
40
F
CC
F_
I if
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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 -
Residenbal
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: 22-12368
SCALE : AS NOTED
SHEET NO.
S3
(MONO)
- '110
q
a;
S
CIO
7
LO
C
tl-
E
E=
2
51
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
VENT OR 2ND FLOOR
PLAN
1/2" MINIMUM CEMENT FINISH
/--TYPICAL C.M.U. WALL
2x6 / 2x8 WALL BEYOND
(2) 2x HEADER TO SIT
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
3/4" FURRING STRIPS
SEE PLAN FOR HEADER—\
//,SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSI N
1/2" GYPSUM BOARD
CONNECTION
SCREW OFF CAP (3" DIA.)
W1 DRYWALL SCREWS
-----2x DEAD WOOD @ MID
FOR CLEAN -OUT
@ 8" O.C. OR 4d
POINT w/ (3) 12d
DRYWALL NAILS
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
WALL IS 11/2" MAXIMUM
E
PLATE —]
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR—\
..
WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 10d @
a4" O.C. FROM EACH HEADER FACE
TO BLOCKING
----(2) 2x HEADER
PER PLAN
I
2x BOTTOM PLATE W/i 10d @ 8"
Z
VARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12 TYPICAL WALL SECTION
,,---SEE
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24' O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16"O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
[ 7 + STUD W/ (3) 10d NAIL%�_
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2"EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
4 IL
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
IN 0 x 10' 'J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 91 HOOK IN K.O. BLOCK _7
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
L-ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
(t
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT KO'A�
SCALE: N.T.S. i �4
1STCOURSE 2ND COURSE 3RD COURSE
REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW,/ �B MASONRYLAYOUT
SCALE: N.T.S.
"4 �, �4
7 5/8" 8" 7 5/80 8" 75/8, 8"
KNOCK -OUT)
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
r
rL
Ilion
Nil
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS 13EEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO i IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N,T.S.
G
S4
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—
k
_j
0
Z' �116
FORM CREATES CONCRETE RECESS TO
2X4 i M.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
IE
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
Z4
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
4,0
�p
I
4,
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W1 (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N
.0.)
SOLID AREAS ARE
STEELAND GROUT
FULL 8x8x1 6 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
rop
1ARAGE
lOOR
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK rK
SCALE: N.T.S.
��4�
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
41
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
-
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(31
(4)
(2)
(4)
(2) LSTA30
FLATSTRAPS 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
-ROWS 12d NAILS STAGGERED
2
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
�4
\—i 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
�bv
2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL Q
-
SCALE: N.T.S. i �4
SIMPSON SIMPSON
SP4 SP2
2XSTUDS@9-4"O-C W
5/8"x10" "J" BOLT
@ 24' O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
SEE TYPICAL WALL SECTION
12 PRE-ENGINEERED WOOD
TYP SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
/ /Z--
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIEZ�
SIMPSON SP2 w/ (12) 10d ---,
NAILS AT EACH STUD
r.
El
RUSS BOTTOM CHORD OR 2x4
1/2"EXTERIOR GRADE SHEATHING
CRICKET AS
LBTLOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
CKING
O/C FIELD
:2�
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) 1 Odxl 1/2"
L W
A EB
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
BEDME
(24" O.C. MAX) w/ MIN. 4' EMBEDMENT
L
O.C. MAX.
ROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
MAIN SPAN
2x P.T. PLATE
rp
EQUAL @ 12" O.C.
MOISTURE BARRIER
ANT
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
5 CO T .
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
I
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---- H I
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E
SCALE: N.T.S. ��S4
PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
71
1 Od @ 8" O/C
A
ATTACH ALL
EXTERIOR STUDS
W/Y�16dTOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
i -4: 1: 1 i
2X P.T.
PLATE
SIMPSON
SP4
\-NAILED
INTO
TRANSOM
TRANSOM FRAMING
FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
SIMPSON
spi
S IMPSON
SIMPSON
RECESS
SP4
SP4
LINTEL
SIMPSON
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SP4 --\
RECESS SIMPSON�
LINTEL SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL//"�j
SCALE: N.T.S. �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
I & NUT
'OXIED A.T.R.
t & NUT
DXIED A.T.R.
I & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 1
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
2X8 P.T. BOTTOM PrTE
5/8"xl 0" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON C
SP4
"
2X8 P.T. BOTTOM \_s
PLAT I E
UU
L5/8"xlli BOLTS @ 24"O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOF TRUSS ABOVE
F 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
1 Od NAILS@ 4
10d NAILS @ 6" O.C.
STAGGERED A
STAGGERED
I TRANSOM FRAMING
0 BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
'0
& 8" O/C FIELD o
SIMPSON SP4w/(6) li 1 12"
z o
(USE SP6 FOR 2X16 WALL, USE :—PLYWOOD
SP8 FOR 2X8 WALL) SHEATHING
o
* SIMPSON SP2 w/ (12) 10d NAILS MASONRY-
- o_�_5/8"X10"J-BOLTS@24"O.C.
* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW
MAX. (MIN. (2) PER BOTTOM
o 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 Engineaes knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Rodda Building Code -
Residential 7th Edition. Engineses signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE
AS NOTED
SHEET NO.
S4
69
I
(9
LO
.21
a_
CL
SIMPSON HGAM11
W/
(4)1/4"xl 1/2"SDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---\
2x4 #2 SYP BLICG @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9"SEE 10/S5 BACKNAIL w/ (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5 MAX. 9"
BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND
SCHEDULE FOR SHEATHING DETAIL
IL
G S
HEDULE FOR SHE
T
ING
U
45*±
41*±
Z
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CROI BRACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAIL 2x4 KICKER
4 KI
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
SKER
@ 8-4- O/C.
@ 8._O�O/C
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
111 BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5Awl(10)8d
2x8 P.T.
A L TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
BLOCKING
7/16"OSB SHEATHING
r,
END
' '\ GYPSUM WALL BOARD
ATTACHED W/ 10d
GABLETRUSS
NAILS @ 6" O.C. EDGES
2"X4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSI3 SHEATHING ATTACHED
1003" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
THROUGH CHORD
2'x4" LEDGER (MATCH BOTTOM CHORD I
EDGES AND 12" O.C. FIELD
I M 1
INTO 74" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS) --
DETAIL
�
2"x4"CROSS BRACE-�
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOINT wl (3) 1 Od
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
FROM RIDGE FASTENED AT
EACH JOINT w/ (3) 1 Od & (2) 1 Od
EA. END
(NOT REQ'D WHEN
TOE NAILS @ EA. END
GABLE IS 4'-l" OR
f
2x FRAME WALL (SEE WALL
SHORTER)
//--
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
-1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2)16d
OSI3 SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
END TYP. TOP &
AND 12" O.C. FIELD
BOTTOM ATTACHED
Z
(2) 16d NA ILS
W/ (2) 16d TOENAILS
.
.
2x4 PANEL BLOCKING @
I--
48"O.C. FOR 2x BLOCKING
2x4 "T" ON T6P OF PANEL BI OCKING-7,� 74" P.T. SILL I
NOTCH "L" BRACE HERE
WEEP SCREED THE FIRST (4) ROWS OF TRUSSES
FASTENWITH 10dx3" @4"O/C SPACED 2x4 "T" ON TOP OF PANEL
1/2"
8" "J" BOLT
48" O
C
TO
O.C. INSTALLED PER MANUF.
x
@
.
. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"A 1/2" SDS SCREWS7
O.C.
@ 48 SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6 -01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" OIC
MOISTURE BARRIER 1 Odx3" @ 4" O/C
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
PSON M ETA1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,,
GABLE WEB SECTION
2�
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
Cn Cl>
X-BRACING, AND TOP
SEESTRUCTURAL—
CHORD BLOCKING
;o ;0
NOTES AND NAILING
INFORMATION
SCHEDULEFOR
SHEATHING DETAIL BACKNAIL w/
WOOD TRUSSES
to 00
(2) 16d NAILS
2"x4" CROSS BRACE
APPROX, I" FROM
2X4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
ty
EACH JOINT W/ (3) It
BOTT. CHORD FOR 4
TRUSS SPANS
10d & (2) 10d TOE
NAILS @ EA. END
ATTACHED W/ 2 - 16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2"x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE (2) 16d NAILS
2X4 BLOCKING @ 24"
(D 0.148', L 3") OR EQUAL (D 0.207', L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS - - -
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. 0
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SCALE: 3/4" 1' TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
-011 8
SEE TYP. WALL SECTION FOR
'\, �5
ADDITIONAL INFORMATION.
SCALE: N.T.S.
IINIMUM 2x
;ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
211x4" MIN. SEE M/S5
CROSS BRACING DETAIL i
SCALE: N.T.S.
S5
12"
:SH SCHEDULE
XTACHMENT
SYP BLK'G @ 16" O.C.
I x 0.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL �0
SCALE: N.T.S.
�,, �5
I GABLE TRUSS
1" BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
AND LOCATION)
6 9 rMAX.
S5
S5
1.
h
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
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2"CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6- O.C. EDGES AND 12"
O.C. FIELD
-2X4 "T" ON TOP OF PANEL
I BLOCKING, FASTEN WITH
1063" @ 4" OIC
2x4 BLOC KI NG-,,,,�,, 2x4 "T" BLOCKING
@ 4811 O.C. 16d NAIL
1" BRACE
ATTACHED / H
1 Od NAILS 4
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE 1" BRACING DETAI
SCALE: N.T.S.
2x4'7" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W/ 1 Od NAILS @ 4" 0.
TYPICAL
4�
L
�A
GABLE TRUSS WEB
SINGLE 1" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
GABLE TRUSS
4E�_ 9E��91 TRUSS VERTICAL
4.T SIMPSON SP2 w/ (12) 1 Od
DBL. TOP PLATE (2) 74" 1" BRACE
L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD
_r � FASTENED WITH (3
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
16d PER SIDE
SECTION L3 SECTION
SCISSOR GABLE "T" BRACE
SCALE: N.T.S. SCALE: N.T.S.
',_, �5 REV. 06.08.22 � �5 AS PER HIB 91 SCALE: N.T.S. �5
MAX. 9"
UNSUPPORTED,
IF >91' SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1 /2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6- O.C.
E ES AND 12" O.C. FIELD
JACK TRUSS
SEE PLAN FOR
CONNECTION
2x4'T'ON TOP OF PANEL--/
L
BLOCKING, FASTEN WITH
2X4 BLOCKING W/
1 Odx3' @ 4" O/C
(2) 12d TOENAILS
I
I -
SECTION ("9
H'
SCALE: N.T.S.
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
-L' BRACE W/ 10d @ 4- O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1 OKTA W/ (4)
1/4"A 1/2" SDS SCREWS TO
BLOCKING & ( "X2 3/4"
4)1/4
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
z
ING w/ (3) 1 Od x 3" AT 3:
EACH CONN. @ 24" O/C
MOISTURE BARRIER
BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON - LOAD
BEARING LOCATIO (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4' (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
010-1- T-0-1
T-O" - 61-011
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE,
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 112"SDS
SCREWS TO TRUSS & (4) 1/4'xT SDS SCREWS
TO PLATES (TYP.)
'--STUDS@ 16"O.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2w/(12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-10" MAX.
Cr
LU
0
CORNERJACK
y
z
0
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. JIS5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
klq
1 L
Ippop
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4-4- O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the 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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DOOR JAMB (REFER 1X4 1/2"DRYWALL
IIX4
DOORJAMB(REFER 1x4
/2" DRYWALL
DOOR JAMB (REFER
TO PRODUCT
1x4 F 1/2" DRYWALL
TO PRODUCT
4 )N
APPROVAL FOR CONN.
.T.
P.T
TO PRODUCT
:*)NN.
APPROVAL FOR CONN.
x4
APPROVAL FOR CONN.
f- X 4
x4 P.T.
3/16"0 X 3" LONG
FURRING
3-1/4" LONG X 3/116"0
FURRING
TAPCONS
FURRING
F
x 3-1/2"
(2) ROWS 3/16" x 3
TAPCON. INTO
STAGGERED @ 16" L1x8
TAPCON @ 16" O.C. & 4'
4"
2X8
2X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
P.T.
FROM EACH END w/ MIN
2" EDGE DIST. ATTACH
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211
DETAIL
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 P.T.
STAGGERED 12' O C
@ . .
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
1/2"DI
APPROVAL FOR CONN. 1/2"DRYWALL
N. jx,
1x4
DOOR JAMB (REFER EACH END W/ MIN.
TO PRODUCT
TO PRODUCT 2" EDGE DIST.
,#,','EDGE D1,S7
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
�j 6"*
APPROVAL FOR CONN.
(2) ROWS 3/16"x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH 1 x4
TAPCON @ 16" O.C. &
L
FURRIN�
END w/ MIN. 2" EDGE DIST.
D IST.
4" FROM EACH END w/ 2x8 P.T.
W/
ATTACH SECOND PLY w/
9 PT A P:r
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 Odx3" 2x8
2x DETAIL
2 1/4" DETAIL
STAGGERED @ 12" 0' 3-1/4" DETAIL
BUILDOUT" OVER SIZE DOOR -WINDOW ROUGH OPENINGS( cc
(U—)
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4"x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
A
2 x 8 45 DIAGONAL (4) 10d NAILS INTO
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
ARCH PANEL CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK
POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL i
SCALE: N.T.S.
�S
7A
2X8
INSTALL WDW. SCREW ANCHOR -I
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
1
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
2'-0"
WITH 1/4" x 3 1/4" TAPCON (11/4" MIN.
EMBEDMENT IN TO
14" MAX
2'-0"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK I
8d NAILS @ 8' O.C. AT BUCK
L1=41-2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE B
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S) ------- v��
)0
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
'--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
INSTALL WDW, SCREW!"�M
I i I THRU OSIB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
B-13
SCALE: N.T.S.
�S
SECTION
A -A
8.
1/4"x 3 1/4"TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
FACE OF ARCH W/ (3) 10d NAILS
2 x 8 45 DrAGONAL BRACE AT EA.
AT EA. END
\_ PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-13
8"
EQUAL
PROVIDE 2x
CONT. W/ (3)
PROVIDE (2) MIN.
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
MAX. 8"
PROPER INSTALLATION
FILL SOLID
130TH CELLS
#5 REB)
(TYP,)
STD. 90'
T_ HOOK 0
L
7
±5A
NOTCH WEB AT
FIRST 2 COURSI
-,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT W/ (4) 1/4"X1 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W/ (116) 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) W1 (3) #6 X 4Y," WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 112' HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
N
TRUSS COMPANY OR "�N
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS
2X6 TO 2X4
A
E
7
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
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 "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
4" EXPANSION BOLT (2
1P/ER
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE M ORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
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
NOTE:
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
<
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
__�GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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
" O.C.
#2 SYP @ 24
SIMPSON
H2.5A W/ (10)
8d NAILS
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y.- WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4"= V-0"
� �S
#5 CONT. TOP & MID
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER
61-011
X
to . .
i
GRADE
A'
C-4
'_�(2)#5 REBAR.(1-STORY)
16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
f 7r
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21
SCALE: 3/4"= T-O"
FILLED CELL PER
FOUNDATION PLAN
4V# UNACCEPTABLE INSTALLTION
DO NOT DO THIS
�R
4
YP.)
THE
:S
##
41111
#5 REBAR (TYP) 0
00
90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
BRG WALL TYPE
PER PLAN
SS NAIL w/ 5/16" HEAD
1-3/4"TRIM PAINTED
F CHANNEL,
DIA. @ 24" O.C.
FASTENED PER
NOTE 2 BELOW 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 FIL
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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �ATH SPANS
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.*
IG WALL TYPEZ
PER P N
F CHANNEL
JIT 9.A MAII n T1r)
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 7-6"
* DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
I
4 (2) 1 Od NAILS @ 8" O.C.
?1/y
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+
+
+
�RU
DO
S S AS
UBLE H NIF R
S OW 0 oi�
2X4 CAB FOR 2 -1
j4 (S) 1 Od NAILS
To TRUSS Tol
+ PLYW(
BLOCKING AS
+
Ir
+
+ + REQUIRED TO
+ +
+ SUPPORT SOFFIT
+
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
SEE ELEVATION
jljl_� FOR OVER HANG
MAX. 4--0")
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-0"
SIMPSON HTT4 W/ (118) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDW/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
:
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@ FIRST COURSE
4%
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED -
AND NAILED W/ 8d COMMON @
6"0, EDGESAND12"O. FIEL
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
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
1 .00
A
FOR OVERHANGS BETWEEN OVER 1112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHANG-J.
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 1 1Z
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
1 1-011
51-011
'---#5 BAR
I>
L 9(T K L CENTERED W/
IN TOP
KNOCKOUT/
MONO FOOTING
JI
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
ANDARD
#5BARI HOOK
N
FILLED CELL,"
v V L v L L, V V"
le
STEMWALL FOOTING SIZE AND
ST)
�a
9a
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-1)"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI
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 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
SAW CUT
rA SECTION
SCALE: N.T.S.
SCALE: N.T.S.
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and bel'
To the best of Me Engineers knowledge, Information ief.
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residents[
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 CONV. FRAMED RIDGE
MAY BE NAILED
W/ MIN. (4) 12d WHEN
(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
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 201-0
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
VVI I vu �'w www,.--
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE W/ (3) 12d NAILS
WHEN REQUIRED W/ (2)
SIMPSON HTS20 W/ (24) 10d X
1 1/2" NAILS EACH
t9
TB
.
.
PRE-ENG. TRUSS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
------Z—WOOD TRUSS -J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF SLOPE
DIAGONAL
AT 81-0"
MAX
SEE ROO
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
E "IuI
N SH
SECT, A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
K
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A w/ (10) 8d NAILS
AT 48" O.C.
(OPTIONAL)
BEVEL CUTS
2X8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT-j CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES
2x4 #2 SPF BRACING
16" O.C. W/ (4) 12d
TOENAILS TO TOP
PLATE & (2) 12d END
NAILS TO TRUSS
BOTTOM CHORD
N. (2) 2X4
IF TOP
ATE
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
COMMON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
,illlI[,VARIES SEE PLAN
FOR WALL LOCATION
WOOD WALL-\
MIN, 2X4 #2 SPF STUDS @
OR TRUSS.
2X4 CONT. W/ (2)
16" O.C. W/ EXTERIOR
SEE PLAN
16d COMMONS
SHEATHING ATTACHED
NAILS EACH
STUD TYP. T&B
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
TRUSS OR
SEE PLAN FOR
PLATE BELOW
ROOF SYSTEM
TOP OF WALL
MIN. 2X4 #2 SYP P.T. PLATE
41
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
SHEAR
TRANSFER
INFO.
EXTERIOR.
WALL
SECTION
2 ENTRY
� �8
SCALE:NTS
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
'IMPSON HUC410 w/
6d INTO HEADER & (
Od INTO BEAM - SEE
QOF PLAN FOR MOI
NIFO
SEE FLOOR PLAN FOR
(2) 2x8 #2 SYP w
O.S.B. FLITCH PI
TOP@ TRUSS 8
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE: NTS
kSEE PLAN k
FOR CANT.]
COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM�
SCHEDULE/PLAN
7/16" OSE3 FLITCH PLATE SEE FLOOR PLAN F Rj
0
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A
A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
Al
COMMON BM. ATTACHMENT
SCALE: NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BA E PLATE W/
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.
>k
114
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r2 2
SCALE: NTS
SCALE: 3/4"=1'-0"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRUSS-
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRU
SS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
MIDDLE
SEE PLAN FOR
VALLEY TRUSS
8d NAILS AT
4" O.C. INFO.
F
MASONRY WALL BELOW: SIMPSON
A4 HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEETRUSSPLAN—: ;o,*
4'.. (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
, A'' TO GABLE TRUSS
: .
COMMON TRUSS
SEE ROOF PLAN
4
FOR CONNECTION
SECTION AT HIP GABLE /," �12
SCALE:NTS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE 2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
E
KNEEWALL NTRY FRONT WALL
SCALE: NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
SHEATHING ATTACHED
EACH TRUSS TO NAILER
W/ (3) 1 Od
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
'IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIM PSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON Z SEE FLOOR FRAM ING PLAN
LUS26-2 W/ (8) 16d NAILS TO
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2"X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL
SCREWS EACH SIDE) (TYPICAL)
SECTION AT LOW ROOF
SCALE-NTS
LOW ROOF/WAL
L ---<
SHEATHING ATTACHED\
PER NAILING SCHEDULE
7— 2x STUDS @ 16" O.C.
w/ SIMPSON SP1 w/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 10d NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS1 2 W/ (14) 1 Od x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
1-04 ROOF TRUSS W/ 2x6 BLOCKING UNDER FLOOR G.T.
SEE PLAN
RAISED BOTTOM CHORD 2nd FLOOR WALL w/
-2 W/ (16)
EXTENSION SEE TRUSS SIMPSON LUS24
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @ BUMP OUTK '39'�
SCALE:NTS
DETAILS & SECTIONS
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To the best of the Engineer's knowledge, infomiation and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineedng portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE: AS NOTED
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
OK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK ---------
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
\\� a
AND EXTEND TO
WINDOW FRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
C LADDING AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
-
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
1 . Cut, fold up & temporarily secure
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING X
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE -
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
10 WEATHER
/E BARRIER &
tARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN ___11
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOKE
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"A" BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
tN
ID
-KING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
1 G)
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
DOUBLE
Dot
"SINGLE
JOIST
Jol'
JOIST
WOOD BEAM
WOOD
BELOW
BELOV
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as # in each detail that corresponds to the
numbered items in the list Rinstructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
SELF -ADHERED SELF -ADHERED
FLASHING FLASHING
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED-
NYL SHOWER PAN
VI
SLOPE
V-4" PER PLAN
V-0" PER PLAN
4
SHOWER SEAT
<
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
Cl)
>
Z
L\N
Z i Z
DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm : 30.5 cm) include flashing as described in Section R703.4.
3/4"A "BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
PROOF CAULKING CEMT. FIN.
of draining to the exterior water that penetrates the exterior cladding.
BUILDING PAPER
SELF -ADHERED FLASHING
4i >
VV1 RE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or
SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
No. 15 asphalt felt or other approved water -resistive barrier matedal shall be continuous to the top of walls and terminated at penetrations and
RIM JOIST
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. I.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
__T
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER LIM
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
NEEDED IN CORNERS ADHESIVE
THROUGH SELF -ADHERED ASPHALT ADHESIVE
R703.4 Flashing. Approv ed metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED WINDOW
(SEE DETAIL WP01)
4PER
membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SELF -ADHERED FLASHING,
(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
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
contraction, A STMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
AAMA 712. Flashing door openings shall be installed in accordance with one or more of the
2
shall comply with at exterior window and
following:
5
I
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
4
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
W t R i t t B rri r
7.7.At built-in autters.
LF-ADHERED FLASHING
TCH
HERED FLASHING
2
4
5
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DID WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
:5 � :5 11
CL CL
711
THIS GAP IS A RESULT OF
LU Lu PLASTER STOP
NATURAL SHRINKAGE.
CL
F_ DO NOT SEAL.
U) CONTINUOUS BACKER
L.Li
LU 0 ROD & SEALANT DRIP SCREED PLASTIC
Lu ACCESSORY
CC
Cr
8 UJ
Cn 3:
0
U)
J I I
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER "B)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING,'OSB', PLYWOOD, DENSGILASS
kSTER STOP
NTINUOUS BACKER ROD
EALANT
MENTITIOUS FINISH
Lath
Sheathing
Stucco
IAL FRAMING
IAL SHEATHING
;AF
PLANE WRB
AK WRB
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
1
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1 063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
4912
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings compiy 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
Engineees signature and seal.
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Composite Edge, Fbrgl- Singl. 0-1
(Imsesinginitron,ang: X owagurstlom)
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NO yes
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Configurations)
3 c- Thermat-Tru Fiber-Classio and Smoo*�SW
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Yore WA
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12/31
No
Yes
yes
NIA
Composite Edge Fiberglass Singlo Door
(Inxo.*iB;POu1*,km% X config.rortion)
8
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Nominal 811039,13 ilicium*lmloactleiiJort Glozbol
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cormligunrifions)
9
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Nominal SUW,6 8,quatImpoulaqual; Glazed
WWI=
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Yes
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Compoorts, 6ogs Rborglass Double Door vath a
vAMout Sidefts. Onsoning/OubsMila,)O(or OVO
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10
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configurations)
12
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1213lr2=
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Yes
yes
WA
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wittlout Sidelieve, OnsunnalOomeanins; XX or OXXO
configurotons)
13
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y"
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OpSn=E Single Door
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14
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12131t=
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Ym
WA
Open Com Edge Fiberglass Single Dow vAth
Glazed MD=pmm Aldoillistis) (In*Wr*'0utvWre;,
XO, OX or OXO config.ratiori.)
is
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1213142022
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yes
N/A
Open Co.poolis Edge Fibefom Double Cloor with
or without Giezed Molded Open Sidelfts
(InownSCurawing; XX or O)= corftumbons)
Is
p. Them�T� Fibor-Climoso and Smccfh�Ebsl
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Yes
Yes
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Com Edge Rbwoau Single Dow vAh Molded
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configumabonal
17
q Thsimai-Tru Fiber-Clumalo and Smootti-Shir
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i2nl=22
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Yers
Y66
WA
Composite Edge Filoorglame Double Door Wth or
Wthout Glued Molded Open Sidelboo
(IftWnW0utsvft XXorOXXO coorligumatlons)
Florida Departriment of Bus[mw & Professional Regulation
Par i I
BuildingCocles; and Standards
140=1
Product Approval Application Dealt
fft essider Or age am 2SLOMAN Mail
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01"I MP 1. md) Vimill Sillifti; Gas" Door V. Yes Y. NJ,%
August 10, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florlda Admlnistratiw 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 for Mich you are applying for a
Category/Subcatego
Manufacturer
rol uc e on
piprolva urn r
8 ressures
xp. a e
EXTERIOR DOORS
IFiber-Classic
A. SWINGING
Therm aTru
and Smooth -Star (NON4MPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
TherTn aTlou
Fiber -Classic and Smooth -Star (!MPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
F Ll 5332.1 - FL1 5332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/1412026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/3112023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/3112023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
F Ll 1537.1
N/A (see Inst sht)
12/31/2025.
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.01-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/30/2025
Pella Corporation
Series 10120
FL1120065
+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 10120
FL11161
+30,0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/2512031
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
413/2023
PGT
Series 5520
FL243.5
NtA
4/3012025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12131/2024
PGT
Series 5500
FL261.1
111
5/26/2026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Pmd.
Cemplank Lap Siding and HardiePlank Lap Siding
FL1 3192.1 - FL1 3192.2
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL1 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023.
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+ 54.2/-54.2 psf
7/30/2023
C . OTHER
4. ROOFING PRODUCTS
A. AS P HA LT S HINGLE S
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roo�
151b Felt Underlayment
FL12328
111
6/29/2023
Plyglass USA, Inc. (Ibb Tile Root)
POLYSTICK TU MAX
FL5259
N(A
12/23/2091
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NtA
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
Ni
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
5. SHUTTERS
A . STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL1 5076.1 - FL1 5076.2
NtA
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
F Ll 7869.1
NtA
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1 999.1 - FL1 999.4
N/A
12/31/2024
MITek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
NIA
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High St ngth Concrete Lintels
NOA 20-0630.15
N/A
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
5/25/2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
Florida Department ofBusineas& Professional Regulation
page 1 &3
Building Codes and Standards
i 0=22
Product Approval Application Detail
110
Entfilo, mr
20
no
no version
manitfitdurer
contact validated
By
YOW" AWM=
F5C Approval
AMUV&d
low
Rwision 2020
Thommei Corporation
ft" Jimporson Lynd It F� Schmikl% P.E. Ryan I Wing, P E.
07r"X20 0711=20 07/20=20
1011=020
Apprwod
Category: Exterior Doom,
(" 843.7M PE-419 (813) 747mw
IlloubOodogery. 9ounging Exhirior Door Anarribli"
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Compliance Method: Evaluation Report from a
in
Florida Registered Architect Of 8 LlOarifixed Florida
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i
outside HYM
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1
Hammel 0&#*,S Squot.1misuctl6qual; Opaque
12131=
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yes
Yors
WA
composite Edge Fiberglass Single Door
(1�==me"nfigunrbaml
2
b. Therma-Tru Fiber-Classiu and Smooth -Star
N $ Imp"Jilquat; Opaque
12M 1 r2=
y"
yes
Y"
WA
Composite Edge Fiberglass 81male Door worth
Sidellui (IftsiolnglOublowing; )00. OX or OXO
oonflourillons
3
c. 7hormo-Tru FlIbler-Clamalo and SniocirvEltor
Nominal 8"li ilquotfimpaolrlquat Oplaquo
Composite Edge Fiberglass Double Door Willi or
12131 QW
Y"
yes
Y"
WA
Wthout Sideelflut (ImeMnelOulmorng; XX or OXXO
contioluraftnt)
4
d. Therimm-Tru Rbow-Cleask: and Sirmooth-Stor
Nommo I Ilium, 0 aquotimpacusoluot Oploqua,
I V 3 1 r=
Y04
Yes
Y"
IWA
Composite Edge Fiberglass, Single Door
OnsiminglOutswArrit; X oonfigundion)
5
e. Thomme-Tru Filoor-Chossic and Srr*okh4her
Nominal 84*3so Opeonwe
12611r2M
Y-
Yes,
Yea
NVA
GO Edge F Islas %Z* D
CkXO
Sir
ad resibior
5
1 Thoorma.Tru FlIxerZiseak and SmOOi
Nominal 8160139,1) 11quattrnpactlicluot Opoqm
12131 r2M
y"
Yes,
yses
N(A
2:�=Eja Fiberglass Double Docir Will or
(InewinglOutining:0 or QUO
ourAgunifi.n.)
7
g, Thamma.Ttu FrIbier-Classic and Smoorth-Vtor
Nominal S&M.SaquotImpactilliquot Glazed
121`31 r=
yout
Yes,
Y"
KA
Composite Edge FIbsiglan SIngla [)*or
Onsooling/Owhemmg; Xconfiguration)
a
h. Thorrms-Tru FiberClutir; and Smoolfi-Slatr
Nominal 660*,B Squatimput8oiluot Glued
IV31=22
Yea
Ym
yes
WA
Composite Edge Fiberglass Single Door YAM
Sidelbe(s) OnamoingOubnoing; X0, OX or Q)K0
configurations)
9
1 ThwmoTru Flbw-Chodc and Smoolh-Sater
Nominal 154,00,111 SquoOmpladitIliquot Glazed
12n 1 r=
Y"
Yea
Yes
WA
Composite Edge Fiberglass Double Coor wItIm or
viothout Sidedem (IrsavingifOubavmiq� XX or OXXO
configurattlons)
10
1. Thermal Fiber-CWWc and Styrootit-Ster
Nominal I W30, 0 9quot Impactillwat Glued
12*1
Yn,
Yes,
Yes,
WA
Composite Edge Fiberglass Single Door
(Imm,440utooning; X configumotiol)
11
It Thairnma.Tru FtWZIQN[c and Smath-Star
Nominal SIBM.,o aquatimpeculiquat Glazed
12(31=22
yes
Yale
yes
NfA
CompoeftEog Fiberglass Single Door%ft
Sdolke(s) OnareingliOutiniing; )(0. OX or OXO
confl unattons)
12
1. Thormis-Tru Fibor.Cb"c and Smogth-Stiour
1111118114*0 Glused
Nomp
1 V31 1=
Yes
YM
Y"
WA
C" Dou ble Door vordi or
=bartg ut&Arq, XX or 0=0
tionfigureations)
13
ni, ThommiliTru Fib6r.C4"c and Snotooth-Stal'
Nominal 64,029, 0 "Impact&quol: Opaque
1=11=
Y"
Yee
Y"
WA
C==Edge Fibeaglast Single Door WEI
IrrpuI&quoI, Sidoillbe(s)
(I n *WrxyOumwmiR�X.C.,OXPRr.OX0 conlig unatiorm)
14
n. Troarma-Ttu Floar-Clessic and Smecooth-Shilor
National 6SAIM, a . Im is t&4uA OP*qk*
12/31
Y_
Yew
yet
NVA
Composite Edge Fiberglass Double Door wish
UluotNon-Impactilqual: Siclelfte; (InswilrishOutsviing;
OXXO 'Orftufw&n)
15
o. Themoo-Tru Fiber-Clusio and Smeocifli-Stor
Nominal ESAIM, 0 ftwOrnpeocit6quort; Opoque
12131r.W
Yoo
Yes
Yes
NfA
Composite Edge Filmorglan Single Door wb
sailldi;Nion-Impoictilquot $Wake(*)
�manln;'Outr;Wng; XO, OX or OXO configurations)
10
p. Thimme-Tru Fiberzismule and Smooth -star
Nominal 81WISWO 84uot;Impact&quoi; Opaque
1 W31 r=
yes
yea
Y"
INVA
Composite Edge Fiberglass Double Dom vAth
",, out, Sidelitas (InsWing/OutoWng;
Ontor
17
Thoonme-Tm, Fitoar-Cl .. I. and Smooth-Stor
Nominal 60,03IRS IlIqual:Non-ImpoodlipLiol; Opaque
1261,1=
Y"
yes,
No
WA
Composite Edge Fiberglass Single Door
(ImorilreigrOursoMnill; X canfigurstion)
is
r Therrmal-Tru Fiber-Clusic and Snioath-Ster
Nominal 04,10*8 6quotNon-Impeabblquot; Opaque
12131 QW
Yva
Ym
No
WA
Composite Edge Fiberglass Single Door with
f9dollux(e) (firoWnWOurtsming; XO, OX a OXO
oardl orations)
10
w Ttiorrma-Tru Floor-Clanoic and Sinco"tor
Nornp
trial 6111#39;6 IlIquot.Non-Improodliquol; Opaque
12131 1=
Y"
Yes.
No
WA
Composite Edge Fiberglass Dou ble, Doo, Wth or
vilithout Sidollwas (IninMrSiOutoWng, XX or OXXO
.01 urasons)
2D
t Themns-Tru Fiber -Claw @red Smooth-Ster
Inal $&M.0 kumNon-Impoxabiquot Opaque
Nomp
lwir2on
Yes
Yea
No
WA
Composite Edge Fiberglass Single Door
(InewsrOurboMN; X Nurartion)
21
Ur Thermal ribor-Clusic and Smooth -SW
Nommal S&MD IliquotNort-Impsobequot Opaque
12131 t2=
Y"
Yes
No
WA
Composite Edge Fitnergless; Single Door Wth
Sdolbto(s) (finvoinwoutomring. XO, OX Of OXO
comittiummonat
22
v. Thormla-T. Fiber-Omsel. and Smoad,61bur
Nommal 1111all Squol;Noi InVedduquot, Opsoo.aii
12t3ll=
Yeas
Y"
No
NIA
Composite Edge Floseelabox Double Door Win or
Wthout Sidolites, limemstorOutimiring: U a OXXO
n
23
w Thomme-Tru I'lbor-Clonic and Snrooth-Slar
Na.ju W� 8 AquotNon-Impoldsquot Glazal
W=
11=11=
yes
yes
No
WA
',)D-
on mag
an
24
Y. Thanno-Tru Fiber-Clualo trod Smocith-Star
Nominal 6SM.8 squotNor� Imposarliqual; Glazed
121311=
Y"
Y"
No
NIA
Composite Edge FlIbeargleme Single Dow �dh
onownsoxemAng; XO' Oxor
ons)
26
y- Themna -Tru Fiber-Ounic end Smacill.Slar
Nominal B&M;& IliqualtNon-Impadliqual; Glazed
1213laM
Yale,
yes
No
NJA
Compoeft Edge F)WgIOU DOubill Door VAR, Or
wthout Sklelfte (Invning,'Outimving; XX or OXXO
configurations)
20
x. Theirms-Tru lodoor-Cleasto and Smoodr-Shor
Nominal 8AM;0 AuquatNonimpactIquot; Glued
112131r=
Yale
Yea
No
NIA
Ca b"asts Single Door
fln=;1."XXc*xhgurxmOrm)
27
to. Thoomm-Try Flow -Classic and Smooth -Star
Nomined S&KIS:O squatNon-I., quot Qlated
121310M
Yes,
Yes
No
NIA
Composite Edgis Fiberglass SkVI. Door �Alth
Sidellea(s) XO. OX or OXO
configurietrons)
28
zb. Therims-Tru Fbw.Ciawic and Smocth-Ster
Nominal 8&N39;0 AquotNalm, nipacelcuot Glazed
12/31=
yore
Yes
NO
WA
Composite Edge Floorglou Dout*ks Door vAth or
Wthout Sidellters, Onsinims/Outsining, X(or OXXO
confaurstione)
Florkle Department of Business& Professional Regulation
posiolal
Building Codes and Standards
Product Apprawl Application Detail
ask
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Comilplibroco Usihot EValuellon Report 1rOM a
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SERIES 420 ALU MINuM GOD QXO 1201/2124
No
yes
No
WA
145-3AuB6QuOt3(dd&QBol' NON -REINFORCED
2
SGAIrS 420 ALUMINUM SM
SERIES 420 ALU MfNU M $Go OX Xo- XX 12131/2024
No
Y.
No
WA
NOP"EINFOIVCED
3
INUMS010:1SN' ORCED
SERIFS 420ALUMINUMISGO REINFORCED OXO 12J3112024
No
yes
No
WA
:ERES:2DALU
145-314&4oal 90816quol:
4
5R:ES 20ALUMMINUMOW EINIFORCEI)
SERIES 420 ALUMINLIM 80D REINFORCED OX 12011121124
NO
yes
No
WA
XO. XX 9woon'961,1W.
5
SERIES 420ALUMINUM SOD REINFORCED
SERIES 420 ALU MINU M GOD RE INF ORCED XV( 1213112024
No
yes
No
N/A
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Building Codes and Standards Im=l
Product Approval Appl[C~ Detail
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1213if2023 NO
Y.
yes
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Florida Deparnerit of Business & Professional Regulation Pop I Oil
Building Codes and Standards IfiliM
Product Approval Application Detsil
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proorelom 2020 CurMOODIVMM Of AAW. ft, Tom Raw UL LLC Troy Seem P. P.E. 12marAm 1201r2o" lzalrA20 Appriarad
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Doors holim MaIll dooms.
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Building Codes and Standards
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A Thermig-Tru Fiber-OWula and 6 ood -Star
Nominal 0&0*.a 6cwtNon-Imperadquot Opaque
1213112=
No
Y"
No
MIA
Composille Elise Fiberglass; Single Door
(In"nGOittswring; X crinfiguratkin)
2
It. ThermwTru Rbw-Clmslc and Sirmth-Ster
Nominal U#*,& liquotNon-ImpectIlLquat, Opaque
I V3i/=
No
VIA,
No
NJA
Composite Edge Fiberglass Dow with
Odolke(s) (InsvAngI0uWWrk9NVX or CXO
wnftursoo-)
3
r Therme-Tru Fluer-Cleaslut And SmOoth-Stat
Nominal 6&M;g 04LIC�Non-lm"QWAuct O"que
l2f3i/2=
No
yed,
No
NtA
Fiberglass Composite Edge Double Door with or
Without Sichlit" (Ireavingroutwing: )O(or 0)0(0
configurations)
4
d. ThenruaTm Fiber-Chask, and Sinood -Star
Nominal 7&#WD lictuothion-Imparalliquot Opaque
1=112=
No
Yes.
No
N/A
Composite Edge Fiberglass Single Ows,
(InviongioulssArkig; X configuration)
a
a ThemIst-Tru Fiber-Claosuct And Smood -Star
Nominal ?&MD ItcructNion-ImpuMquot Opaque
12ralf=
No
Yes.
No
MIA
Oomposift Edge Fiberglass Single Dow with
S"We) onsvwriofouwwno: KID. Ox or OX0
conligunfillons)
a
I Thournio-Tru Fliter-Cus"k, and Smicath4fter
Noinhol 5&0=;O AquotN*�IMPKW4uOt Opaque
1213112022
W
yes,
No
MIA
Composite Edge FW"Iou Single Door
(booWnitrOutroving; X confisturaton)
ThanivaTru Fibw.Cimc and Smooth -Shur
Nominal U#39;0 4,quatillon-Impect6qual; Opaque
12131/2=
No
yes
No
MIA
Composite E499 Fiberglass, Single Door vM
Sidelds(s) ampArglOutriving; XO, OX or OXO
Wnfigunctiorts)
a
h. Thommet-Tru Fiber-Classix; and Smooth-9ter
Nomnad 6AA3aO"NcnImpacdquck Opaque
12nir=
No
Y"
NO
NIA
Composite Edge Flbwglm Doubts Dow Wth of
WIWA $We%* (Inshvinvoulboving; XX or OXXO
confouratIcurts)
9
Thermig-Tru Filtw4hoosso and 9nnooth-Star
NomhW 06#39:8 4quat.No�lmped&qp��t Glued
12131r=
No
yff
No
NIA
Cormocafte Eig@ Fiberglass Single Door
(FrimnarOultavirs; X cronfiguropion)
10
Therma-Tru IsIber-Clusic arid Smoxith-Star
Nominal 114039:8 &4UOtNon4mPacMq" OW
12/31 r=
NO
yes
No
NA
Composite Edge Fillwagposs, Sing in Door Wth
Sideldr(s) (Imimirtil/Outirwhig, XO, OX a OXO
configurations)
11
it Therrnig-Tru Fiber-Classit, and Smocrti-Stv
Nornkad Glued
1=112=
NO
Y"
No
N/A
Composite Edge Fiberighose Double Dow Wth or
vrilhoul Odelfies (Ithantofoubooling, XX or OXX0
configursdons)
12
L Therms-Tru Fiber -Clued, and Smoorth,,9ta r
Nominal 7&#U;O "Nori-impoSquct Glued
1213ir=
No
Yes
No
WA
composite Edge Fiberglook Ginoto Dow
Onswino(Oullowing; X carilligurall9n)
13
Thermu-I'mi Filuw�Clmsic and S-Ah-Sla,
Numunsi 7&MW;O licluotHon-Impostiquoh. Glexod
1241t=
l`h3
Yee
to.
MIA
Com, Oft Edge Fibeirgileges Single Door vath
Sweirefel XO. OX a OXO
configuiations)
14
m ThertrwTFU F"W-CWWb and SMooth-Shr
sW;O AquatNon.Impectlecuot Glued
12GInC22
No
Yes
No
NIA
Conporehe Edge RWOON Single Door
Wwoon u0netw, X confla"on)
15
o Themia-In Fiber -Clock, and Snrooth-SW
=00*0 ilauctlMorHmpactilIquat; Glazed
12131QM
No
yes
No
NA
Composite Edge Fibwolon Single Door Mith
Sidaide(s) Onsohro'CurtwMino: X0. OX a OXO
configurations)
is
p, Thwma�Trut Flbw.Cbmic end Slischoth-Ster
Nominal UMQ:OA4uotNaNimpmcMkquct; Glazed
1213irAW
No
Yee
No
NiA
COMPOB% Edge Phosphate Double Door YM or
voWsma Sidefts, (Imovirootitsvibig; XX 0, OXX0
configurations)
17
q, Therm*Tru Fiber-Chousit, and &rooth-Vx
Nornhod 1111"Q;6 &quo1:Ncn-Impsd&qu* Opaque
121310M
No
Ym
No
NIA
Compabra Pdoo Mb6mkm Singlis Door Wth
Transom QnsW notOutwArig; DIX configuration)
Is
r Thernio-Tru Flber�Cluaio OW
Nominal $111038A 44uctNOIt-ImPwd4uDt OP6Qu6
12131 t=
No
Yes
No
N/A
C�Ipcsft Edge Rborgilosis Single Door With
Sld.lit.(.) And Transom (IrshvingA0.1among; OIXO,
orox or O1OXo coaliguraborm)
19
a Therms-Tru Fther-Classic, and Smooth4ter
NomimlSkl*.Sgquo�Non-ift""quM Opeclut
12WIM
No
Yee
No
N/A
Compoeft Ecige Fiberglass Simple Door vAth
aidelibsis) PruPM1.910uhineirsoi XO, OX a OXO
Continuous, Head and Sill coftfilill ' ' )
20
t Thernia-Tru Flb@,Cloeok and Smocith-Ster
Nominal SWIV,0 AqtotNon-inne6quat Opaque
I7J3lr2QZ?
No
Yee
No
WA
Fiberglass to Dow with
ll`hAge
-vAnW0uWWnp;U. OX or OXO
Continuous Hud " Oil
21
U, ThomwTru Fiber-Cle"Ic and Snooll -Star
Nom[nelB&XW.8 "NQA-ImpooUlqW� Glued
12131t=
No
Y46
No
WA
Compisaft Edge Fiberglass Shot* Door Will,
adent" pruawngloutnahreig, KO. Ox or OX0
Continuous HOW And Sill confilru aft )
22
v. Therria-Tru Fiber�Cluslo and Smocith-Stat
Nominal $&"O;D"Ncm-IMPNOAquot Glazed
12131rdw
No
yes
NO
WA
Compoeft Edge Fiberglass Single Door with
Sucesto(s) QnswrtgtOutrwng� XO, OX or OXO
Continuous Head and Oil corAgunfibcom)
23
w. TIMArmsTru Fiber-Clamalo and Smocrith-Sher
Nominal &~ IducKNort-ImItOadquot; Opaque
12t3i/=
No
Y"
No
N/A
Compresses Edge Flearvisse Door Panels Win Vented
3dWW%) anownecutovvine M xmor xXXK
winfigurations)
24
x Theirno-Tru Fiber-Clossic and Smooth-Stor
Nornhal 89M.0 11,quot; Non-14VAGIScivot Opaque
I 213112M
No
Yes
No
MIA
Compowas E490 Rbarg; law Door Pariels vilth Vented
ifio(s) 0 novAngtOwenvirig. XX WX or )OO(K
cxx,fgunsli�)
25
y- Tharmg�Tnu F lear -Clossia and Smodh1Ss t
Nortursol 61141130;8 &qLakNOA-IM"01&quOt Glued
112511r=
No
yes
No
NJA
composite Edge Fibergless Door Pp note %W Vented
Odelies(s) l)naWnWuWMV: )M )00(or )DOOC
efiegurations)
2d
z Thommin-Tru Fiber-Clusic, and Smodh-Star
Nominal S&OP:D squot; Non-I"Vad&Quat GVZW
121311M
No
Yes
No
N/A
Composite Edge Fiberglass Door Pa not& vikh Vented
Sidelte(s) xx )uCx or Xxxx
ccerrigurmlono)
27
za. Thwma.Tru Fiber-OasWo and Sincierd -Star
Nominal OWN: a Squot Non-1 mpactuilquot Glazed
12J3112=
No
yes
No
WA
Compools, Edge Fbarolow Single Dow with 3W*. 0
SidellWo) OrrovAnGOU"no; XD, OX or OXO
wringurfivions)
20
zb Thorms-Tru Flow-Cialsk and Smocith-Stor
Nominal S&M;a diquotNon-IrrowAlliquot Glazed
1213112022
No
Yes,
No
N/A
Composite Edge Fiberglass Do" Door Wth
O)(KD
cafturallon)
29
go. ThenTwTru Filsor-Clessic and Smooth-Slifir
Nominal $&*No Sevol, Nim-Iff"dillQuirt Glued
1213112022
No
Ym
W
N/A
Comptieft Edge Fiberglass Single Dw voth 0
Sidollifit(s) PrIeWnCOOubovoing; XO. OX or OXO
Y"
No
NIA
30
zd, Thenme-Tru Fiber-Ounic and Smooth -Star
Nom=,6Mo".2:o4&quatNoo-impa*quct GWW
Composite Edge Fibwglm Double Dw with
1201NOU
No
"Atup Swellift jimirwrio0outevolng;
cronfigunstle,
31
n. Themne-Tru FiberClaulc and S-00111,49tar
Nominal Y=CO &qu*tN0nImPQ0t94U0� SIVINK
12131 rAM
No
Y"
No
NtA
Swiss Composibe Edge Glazed Fiberglass Single
Door With or Without 111101392 Sidelle(s)
X OX XO or OXO confliginational
Florida Department of Busing= and Professional Regulation
Building Codes and Standards
Product Approval Application Detail
3/15/2022
FL#6259-R31
29"
M 20
jyU Wirsion
manufacturei, F[Iginew
Volidetod ly Validated
jUkMjW
ejadW
AR2rqygd Approved
Revision 2020
POLYGLASS USA MauMAlpdfirt License
John W 11012612020 1&=20 En
1211sr2m
Category: Roofing $9642331330$rnalpertQpc:lyglasm.com Robert Nisfirinnen
Knezervich, PE
Aggl%lLyd
Subcategory: PE-59leS
(954) 772-6224
11/01/202D
Undrifidaymartla
Compliance Method:
Evaluation Report from
a Florida Registered
Archited or a Ucensed
Florida Professional
Engineer
FILM2111111-R31
Products
-guaWLAssunums Anstraved for Lim
Product Nedill, hurnipar or mom Pro" Golan rn RM
Awninfitill2aEUm
Eiiij3Effir-
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TOWN -Et
1222im
FRMR"
PolWassRoofUnderls"wits Rocring underwarments 101214=
No
Yes
NIA
4WAI-MA
1
Polyglan Root Undwkymvft (HVHZ) Pohrillses to& undeft" ents for use In FOC IMUM
Yt%
No
WA
IWA
HIVHZ jullsificlians.
2
Polyglifies ROW Undeft"Wft (ftQn+VlHZ) P*Ola" rotor WW*MVYMer". lot Us* In 127v=
No
Yes
IWA
-MAI-MA
111110 non-HVHZ judalkelons.
1
Polyglas% Root Underlayments (HVHZ) P*gjagre rW underaymentis lot use In FSC12F33rM3
yes
No
NZA
IWA
HVHZ
2
for use in IZ73r2W
Polyp" Root Unclerfigyrifients (rwan-HVF(Z) P0
NO
Y"
NIA
-WAI-M.5
1Srn`aVr=rjWuWdxd"kAo`rfift.
1
Polygla" Roof Underlayments (HVHZ) Pohrlile" rud undstilavents for use In FW12r2Y=
yes
No
NIA
WA
HVHZ juslediallone.
2
Polygilars Root Undwillifirifients; (rion-WHIP lactilrolagre roof underWrients, 10 use Ift l2f2Y=
No
Yes
WA
*WAI-MA
FOC nonHVHZ jurisdictions.
I
PoWass WUndarlayments (HVHZ) Polivalp" toof underiwitersh; for use In FBO 12123=
yes
No
NIA
WA
HVHZ Ivnedich".
2
Polyglass Root Unewhilififirents (non-HVHZ� P*glm rod Undfifilayrrefft, for use In 12F2Y=
No
yes
NIA
-WA/-sUB
F9C non44VHiZ juriefiliations.
Florids Department of Business & Professional Rep Istion P.Plarl
Building Codes and standards Ird=1
PtoductApprovall Application Dratill
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Knee-Oraoe Stabil"r
21
MSTAR, MSTA12, MSTA15, MSrrAlS, MSTA21, MSTA24, LSTA30, MSTA3e; MSTA49
Straight Straps
FLIMQN7-R6
20
Angles
22
MSTC28, MSTC40, MSTC52, MSTCN, MSTC78
Straight Straps
Product Dissarlatlan
21
LCF4
Post Cap
23
MSTC4883, MSTC8883
Pte.BentStraps;
AMA
Product Model, Number or Name
Product Description
1
ATF1318, ATR11Z ATR518, ATR3141
Threaded Rods
22
LS30, LS50, LS70, L590
Skivivable Angles
24
MST12e, MSTI36, MSTI48, MSTISO, MST172
Straight Straps
1
BA series hangers
Top flange hangers available in vvidths ranging from 1 V18"to 7-
2
3
ATUD5, ATUDS-2, ATUDO, ATUM2, ATUD9-3, ATUDI 4. ATUD14-2
BP316-2, BPI/2, BPI/2-3, B13518.2. BP518,3, BP3f4. 813314-3, BPRTUD3-4
Aluminum Take -Up Device
Bearing Plidoe
23
24
LSCZ
LS&28LZ. LSSJ26RZ, LSSJ281.2, LSSJ2SRZ, LSSJ21OLZ, LSSJ210RZ
Adjustable Stair Stringer Connector
Field Adjustable Jack Hanger
25
26
MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C
NCA2xlO-l2, NCA202-12, NCA24-16, NCA200-16, NCA2xl2-1S
Medium Twist Strap
Bridging
2
DGBF sod" hangers
118" and heights ranging from 7-1/8"to 30'.
Top flange hangers available In widths ranging from 3-6/8"to 7-
4
CNW318 CNW112. CNIAW. CNW3/4. CNWSA-1/2, CNW3(4.&S
Coupler Nuts
25
LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.5a. LSSR210-2, LSSR410
Field Adjustable- Slopeable/Skawable Hanger
27
RCW812, RCWB14
Wall Bracing
118" and h*Qhts ranging from 9-1/4" to 24".
5
CTUD58, CTUD65. CTUDOS, CTUD76, CTUD76, CTU077, CTUD87, CTUD88, CTUD97,
Coupling Take -Up Device
20
LTP4,LTP5
Tie Planes
2S
RP$18, RPSM. RPS28
Repair Pill% Strap
3
DGF series hangers
Top flange hangers arvailablis in widthe ranging from 1 -1 t2'Ito 3-
CTUDQ8, CTUDW
27
ML23Z, M11_24Z, W282, ML28Z, ML2107
Angles
29
RSP4
Stud to Plate Connector
518" and heights ranging from 7-1/4" to 24".
6
N3,144, N5, NO
Heavy Hex Nuts
28
MMH8
Rod Tie -Dawn
30
SPI, SP2. SP4. SPO, SPO
Stud Nis T is
4
DGHF series hangers
Top flange haingets availlablo in wdft ranging from 1 V4'* to 3-
7
RTUD3, RTUD3S, RTUD4, RTUD4B, RTUD5, RTUD5, RTUD7, RTUQ8
Ratcheang Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4,SPHe,SPHB
Heavy Stud Plate Tie
SO" and heights ranging from 9-1/V to 24"
8
TUDO, TUD10
Takia-Up Device
30
MMLU26, MMLU26-2, MMIUJ28. MMLU28.2, MMLU210, MMLU12ll, MMILUI39, MMLU13ll
Facie -Mount Hangers
32
SS1.5. SS2.5. SS3, SS4.5
Stud Shoo
5
E05, EG7, EGQ series hangers
Top flangre hangers available in virdtho ranging from 5-1/4" to 8-
9
TUW38
Take -Up Washer
31
RBC� RBCP
Roof Boundary Clips
33
ST9, ST12. ST1 8, ST22, ST292, ST2122, ST21 15, ST2215. STO215, ST8224, STISM
Straight Straps
7/8" and heights ranging from 11 " to 32-la'.
10
URS3
318" Uplift Rod Run Tedown System
32
RST-3
Roof Tia-Down
34
T820, TB27, TB30. T838, TS42, T848, TB64, TB68 TS80
Tension Bridging
6
EGO series hangers
Top flange hangers available in widths ranging from 3.5/6'to 7-
11
URS4
1/2" Uplift Rod Run Tledown Systern
33
RTC22Z, RTC412, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB1O, TWB12, TWB14
Wall Bracing
114" and heights ranging from 11 -114" to 37'
12
URS6
618" Uplift Rod Run Tedowri System
34
STC: STCT, OTC, HTC4
TrussClips
38
VGT,VOTR,VGTL
Variable Pitch Girder Tiodavvin
7
GILS series hangers
Saddle hangers available in wifts ranging from 3-114" to 6-719'
13
URSO;
314" Uplift Rod Run Tisdown System
35
TJC37.TJC57
Truss Jack Clips
37
WBI 00, WBI 08C, WBI 26, WBI 20C, W8143C
Wall Bracing
and heights ranging from 9-112" to 28".
36
Z2. Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-1/4�'tio 7-
1/8" and heights ranging from I V to 32'.
FLIM0441-RO
F19110631-RIS
9
H13 *or** hangars
Top flange hangers available in widths ranging from 1 -9/1 S"to 7-
FL*I 0447-RO
1/2" and heights ranging from 8" to 39'.
fiafi
Product Model. Number or Narri
Product Daiscirliption
AW
Product Model. Number or Name
Product Desiarlption
10
HGLS series hangers
Saddle hangers available in Width& ranging from 6-1/4" to 8-71V
1
DTT2
Hold-down
Sao
Product Model. Num bar or Name
Product Dwilotlan
1
C81-12.376.5. OBI-12.370.83. CBH2,37xg.75
Concealed hangers
and heights ranging from 10-1 17'to 28"_
2
HDC1014. HDClOr22
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DH UTF series hangers
Face -mount (OU, DHU) and tDpi-flainge (DHUTF) hangers
11
HGLT series hangers
Top flange hen gore available in widths ranging from 3-114!'to 8-
3
HDQ8. HHDO11. HHDO14
Hold-down
2
DSC2FZ.SDS3, DSC2LSDS3, DSC5R-SDS3, OSCSL-SOW
Dreg SbiA Connectors
available in widths ranging from 1-9/18"to3-9118"arid heights
7/8" and heights ranging from 7-1/Z'to 37�
4
HOU2. HOU4, HOUS, HOU8, HOW 1: HOW 4
Hold-down
3
GBC
Gable Brace Connector
ranging from 9.116'to 234511811.
12
HGLTV series hangers
Top flange hairgers available in widths ranging from 3-114" to 7-
5
HPA28, HPA35
Strop4tyle pudin anchor
4
HCP1,81, HCP2, HCP4
Hip Comer Plate
3
HGU3.63-SDS, HGUS.25-SOS, HGUS.50-SOS, HGUS.62-SOS, HGU7.MSOS, HGUTZ,
Face -mount hangers
118" and heights ranging from 14'b 3X.
a
LHrHDB. LSTHD5RJ
Strap-*Ie hold-down
5
HHRC2-2, HHRC42. HHRC42-2. HHRC4/1.81, HHRC". HHRO5.2=.25. HHRC5.3713.lZ
Heavy Hip to Ridge Connectors
SDS, HGUQ.0O-SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-511fr'lo 3-
7
MASA,MASAP
Foundation anchor strop
HHRCSO
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-518" to 7-
W18" and heights ranging from 18"to 26'.
a
MPA132, MPAI"
Strap -style purlin anchor
a
HRC1.81, HRO22
Hip Ridge Connector
ZIA" and heights ranging from 5-5/16"to 12-718".
14
HUSTF senes hangers
Top flange joist hangers available in widths ranging from 3-1/8- to
9
PA18, PA23, PA28, PA35, PA51, PA68
Strapro" purlin anchor
7
LRU26. LRU28. LRIJ210. LRU212
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50.SDS, HHGU5.82,SDS, HHGU7.00-SDS, HHGU7 25-SDS.
Face -mount hangers
3-9/16'and heights ranging from 5-3/8" to 13-1V
10 PAII8. PAI23, PA128 PA135 ftop-style purfir anchor
8 LSU28, LSSU20, LSSU210 Light Slopeable/Skemble U Hanger
HHGUQ.00-SDS
15 HUTF; H UCTF series hangers Top flange hangers available in widths ranging from 1 -&1 &'to 5-
11
STHDIO, STHDIORJ
Strap-stylis hold-down
9
TBE4. TBE6
Truss Bearing Enhancer
6
HHUS20-2, HHUS28-2, HHUS210-2, HHUS46. HHUS48, HHUS410, HHUS5.50110,
Face -mount hangers
If2" and heights ranging from 3-7116'to 16'. Concealed flange
12
STHOI 4, STHOI 4RJ1
Stropi-style, hold -dawn
10
TC24, TC26; TC28
Truss Clip
HHUST25MO
version (HUCTF) available for all models having wxb equal to or
11
THA29, THA2113, THA21 8. THA21 8�2, THA222-Z THA413, THA418, THAC418, THA422,
Adjustable Truss Hanger
7
HSLIR, HSUL. HSUIRC, HSLILC series hangers
Skewed face-mourrt haingers available in widths ranging from 3-
greater than 2-9/10".
THAC422, THA426: THA422-2, THA428-2
1/8" to 6-1/8" and heights ranging from 4,V4" to 15-211C.
18
HWP series hangers
Top flange hangers available in widths ranging from 1 -Wlfr'to 7-
12
THA11.81J22, THAl2.06122, THA121122, THA1222, THAI322, THA33522, THA1422
AdjusbibleTruss, Hanger Sized for I -Joists
Concealed flange version (HSURC, HSIULC) available for ell
1/8" and heights ranging from 5-318"to 2&'
13
THAL422, THAR422
Skawmd Truss Hanger
double 2X and 4X models; only sicute flangs Is coricealed.
17
HWPH series hangers
Top flange hangers avallable in Welthe rainging from 1 -9VIO"to 7-
14
THJA2S, LTHJA2% LTHMA
Multiple Truss Hangers
8
HTU28. HTV28, HTU210. HTU20-2� HTU28-Z HTU210-2
Face -mount hangers
1/2" and heights ranging from "&'tc, 37'.
15
THJM2-4-SDS3, THJM2-"DS3, THJU28, THJU2S.W
Multiple Truss Hangers
9
HU. HUC series hangers
Face -mount hangers available in Wdths ranging from 1-9/1 V'to 7-
18
ITS series hangers
Top flange hangers available in vocift ranging from I -9/18"lliD 5-
18
TSBR2-24
Truss Spacer-Rostraint
1/2" and heights ranging from 2-718"to 19-114". Concealed flange
5/8" and heights ranging from 9-118'to 10',
17
VPA2, VPA25, VPA3, VPA35. VPA4
Variable Pitch Connectors
version (HUC) available for all models having width equial to or
19
JB series hangers
Top flange hangers available in Wdth of 1 .911 S"and heights
IS
VTCR
Valley Truss Clip
greater than 2.9118".
ranging from 5,VS" to 7-1/4".
10
HU001 8119-30S. H1UOQl 81/11-SDS, HU00210.2-SOS. HUCO210-3-SOS, HUCQ310-
Face -mount hangers
20
JBA series hangers
Tap flange hangers available in width of I-9110"and heights
SIDS, HUCQ410-SDS, HUCQ412-SIDS, HUCQ5 2W-SOS, HUCW 25fll-SDS, HUOQeIO-
ranging from 9-3/16"liD 113-1/8".
SDS, HUC0612.SDS
C:o
C:
ci
CZ3 C14
>.c
Q_
C=
4-y
C, -c:
cu CD
-a
cu
Simpson Strong -Tie 2020 F13C Approved Products
Updated 11250M20
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12r3VMO
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213WA20
Simpson Strong -Tie 2020 F13C Approved Products
Updanod 1ZFJWMO
Cla-
J-7
For direat Inks to all SST appmals Noted below, CLICK HER
For direct Inks to oil SST approval$ listed below, CLICK HER
For direct Inks to oil SOT approvals Islaid below, CLICK HER
For direct Inks to all 8ST exrovals Wd below, CLICK HERE
---n
For additional inforrivition regarding Flordla's Statewide Product Approved System end Mani -Dade County
Notice of Acceptance (NOA),
For additional information regarding I'llanda's Stallowas Product Approval System ond Maft-Dado County
Notloo of Acceptance Ili LUQLd=-
Far additional Information rog g Floddiss Statewide Product Approval System and Marni-Dade County
Notice of Acceptance (NO&
For additional information roaardirto Floridev Statewide Product Approval System and Mani-Dado County
Notice of Acceptance (NOA).
ZT
21
U3 series hangers
Top flange hangers available in width of I -WlV'and heights
FLOI 14611-R5
IS
S(LBV1.56, SILBV1,81, StLBV2,06, SILBV2.37, SfLBV2.58, SA.BV2.68, SILBVS.12,
Top Flange Joist Hangers
5
SET_XP
Adhesive Anchor for concrete
c
ranging from 5-3/8" to 15-118"
StLBV3.58, SILM.62, VLBV4.06. SLOW 12, SIUBV4.28, SA-BV4.76, SILBV6 60
8
Strong -Belt 2 (STB2, ST8246S� ST B2-eSS)
Straing-Solit 2 Wedge Anchor for concrete available In carbon
22
LBAZ sodas hangers
Top flange hangers ovallable in width of I VI V'and heights
AINI
Praduat Made]. NUM bar or Name
Product DeNrIption
19
S/LTT20, SIDTT2Z, S"rT14, HTT4, HTTS
Holdowns
steeland Types 304 and 316 stainless steal
ranging fromg-318'13
1
HHUS210-3, HHUS210A
Joist Hanger
20
SIMSTOO, VMST72
Strople 118 mil (10 go)
7
Titan HD (THD-H, THD-HMG, THD.H48S, THO-MSS, TH04S, THD-CS*SS)
Titan HE) Heavy Duty Screw Anchor for concrete and masonry
23
LEG3, LLG5, LEGI Geri" hangers
Top flange hangars available in widths ranging from 3-11W'to 6-
2
HRSO, HIRS5, HR812
Strap Ties
21
SP4,SP6
Stu d Plate Ties
arvallable with hex head In carbon steel and Types 304 and 316
sbinloss stool, or with countersunk head in carbon stool and
7/8" and heights ranging from Vto 33-lr2l.
3
HUCO210.2-SIDS, HU=10-3-SDS, RUC0310-SDS
Joist Hanger
22
SSP, DSP, TSP
Stud Pilots T !as
Type 318 stainless steel
24
MEG5, MEG7 series hangers
Top flange hangers available In widths ranging from 5-1/4" to a-
4
THGB2, THG83, THGBH2. THGBH3, THGBH4
Joist Hanger
23
STC, OTC
Truss Clip
U)
710" and heights ranging from 9" to 32-1121
5
THGQ2SDS3, TH003-SON.3, THGQH2-SDS3, THOOH3-SDS4.5, THGQH4-SDS6
Joist Hanger
24
TOD22
Truss Brace Diagonal
8
Titan HD Rod Coupler (THD37634RO, THD50934RC)
Tftn HD Threaded Rod Coupler for concrete
26
MIT siares, hangers
Top flange hangers available in widths ranging from 14/1 S" to 5-
6
THIGW", THGW3-4, THOW4-3. THOW44
Joist Hanger
25
TJC37
Truss Jack Con noclor
9
Titan HO Throsicled Rod Hanger (rHDB25158RH, THDB37158RH, THD37212RH,
Titan HO Threaded Rod Hanger for concrete
1/8" and heights ranging from 9-1/Vtio 24",
THD5O234RH, THD10212RH)
28
PF, PFIB, PFDB, PFD6B serais hangers
Top flange hangers available in width of 1-91le" and heights
10
Wedge -All WA)
Wadq*-All Anchor for masonry
CD
ranging from 3-31V to 7-118".
FL*11473-R5
FIL143904-RS
27
FIR
Ridge rafter connector
28
WP sor" hangers
Top flange hangers available in wdths ranging from 1411 e"to 7-
AW
Product Model. Number or Name
Product Description
&MI
Product Model. Number or Name
Product Descriation
FL*16230-RO
118" and heights ranging 9-114" lip 32".
1
DETAL20
Double Embedded Truss Anchor
1
GCON0.62-SIDSHOG, COQM4.e2-SDSHDG, CCQM5.50-SDSHOG. CCTQM3.e2-SDSG.
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Archor
CCTOM4.62-SDSG, CCTOMS.50-SOSG, CCCQlM.82-SDSG� COCOM4,e2-SDSG.
bag
Product Description
3
H10, HISS. H15-2, Hl&28
Hurricane'rie
CCCQM5.5O-SDSG
1
AT-XP
AT.XP High -Strength Acrylic Aftesive for concrete or masonry
FL*1[O8SO_R5
4
HFTA12. HETA10, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
ECCLOM3.62G-KT, ECCLOM4.62G.KT. ECCLOM5.50G-KT. ECCLLOMD3.e2G-Kr,
Masonry Pier Caps
2
FT -HP
ET -HP Epoxy Adhesive for mosion ry
5
HETAI-12, HETAL-18. HETAL20
Embedded Truss Anchor
ECCLLOMD4.62G-KT, ECCLILOMD6.600-14T, ECCLROMD3,02G-KT, ECCLRQMD4.=-
3
SET-XP
SEr-XP Hiiih-Strangth Epoxy Adhesive for masonry
-6-0
au
Product Description
6
HGAWO, HIVIg
Masonry retrofft connecillors
KT, ECCLRQMD5.50G-KT
4
Stiono-Bolt 2 (ST82)
Sfrong-Bolt 2 Wedge Anchor for masonry
I
ABA44, ABA44R, ABA48, ABA40R, ABAW, ABA08R
Adjustable Post Base
7
HHETAle, HHETA20, HHETA24, HHETA40
Heavy Embedded Truss A=hor
3
HGUYS.25. HGUM5:50, HOUM7.00, HGUM7.25. HGUIV19,00
Heavy Masonry Hangem
6
Titan 2 (TTN2)
THD-H8SS, THD-CS&W
Titan 2 Screw Anchor for ODncrete
Titan HD Heavy Screw Anchor for concrete available in 304
(D
2
ABU44, ABU44R, ABU46, ABL148R, ABU5-5, ABIU54 ABU65. ABUO6, ABUSGR, ABU88.
Adjustable Part Be"
8
LGT2. LGT3.SDS2.5, LGT4-SDS3
Girder Tisclown
4
LGUM26-2, LGUM20-3, LGUM20A, LGUM28.2, LGUM28-3, LGUM28-4, LGUMI210-2,
Masonry Beam Hangers
6
Titan HD (rHD-H4SS,
-Duty
ABUBSR, ABU1010, ABU1010R, ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3. LGUM2104, LGUM48, LGUM48, LGUM410
or3IS stainless steetwith hex head, and 316 stainless steel wth
-C
3
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABWOSZ, ASWOORZ, ABW7.7
Adjustable Post Be"
10
META12, META16, META18, META20, MISTA24. META40
Embedded Truss Anchor
5
MSHA3.1219 25, MBHA312JI1.25. MOHA3.580.25, MBHA3.56/9.25, MBHA3.5&11.25,
Masonry Top Flange Boom Hangers
countersunk head.
Then Turbo Screw Anchor for
U)
4
AC4, A04R, ACE4, ACS, ACOR, ACES
Post Cup
11
MSTAM24, MSTAWO, MSTCM40, MSTCMOO
Strap Tie for Masonry
MBHA3.68/11.88, MBHA3.56114, MBHA3.56/16, MBHA3 SSA8, MBHA5.50R,25�
7
Titan Turbo (TNT)
concrete or masonry
6
BC4, BC48, BC4R, SCO, BC8R, BCS, BCS2-2/4, BCS2-306
Post Cap
12
MTSM16, MTSM20, HTSM16, HTSM20
Twist Ship for Masonry
MSHAS-50/9.25, MBHA5.5QFII.25, MBHAS-50/11.88, MBHA8.5(]VI4, MBHA5.5Wl8,
e
C844, C80, CDO, CB68, C886
Embedded Column Base
MBHA5.50/18
CU
7
CBSQ"SDS2, CBS046-SDS2, CBSQGO-SOS2, CBMSO-SOS2, CBSQ88-SDS2
Embedded Column Base
6
MBHU3.56M.25, MBHU3.661`11,25, MBHU3.56111.88, MBHU3.66114. MBHU3.56116,
Masonry Boom Hangers
FL#16937-R3
>
8
CC, ECC, ECCU Series
Ballad column caps with WI ranging from 3_14'to 9-It? and
FIL01149411-RIS
MBHU3.6aMS, MSHU6.6019 25, MSHU6.50111.26, MBHU5.6011 i.8B. MBHU5.W14,
MSHUS.50110. MBHUS,50118
AW
Product 111116del. NuMbercir Name
Product Deschloltion
CIO
0
W2 ranging from 3,148" to 7-1/2"
9
CCQSDS2A ECCQSDS2- 5 Series
Screwed column caps with Wl ranging from 3-1/4" to 9-1/7and
I
)04BIOI"K, X1810`16, XIBI 018-4K XQlSlOIS, XQI 81 0164K
#10-18 Strong-Orve X Metal Self -Drilling, Tapping Screws with #3
Drill Point
W2 ranging ftm 3.518" to 7-1/2"
1
DTTIZ
Dock Tension Tie
>
10
OPT44Z, CPTOOZ. CP788Z
Concealed Pawl Tie Bass
2
H012, HDIO
Rated Holdayme
FLA1113975-Rd
2
XLQI I 4TI 224, XLQI 14BI 224.2K
#12.24 Strong-Ddve XL Large -Head Melhall Self -Drilling. Tapping
CL
11
EPB44A� EPS44, EPS48, EPBOS
Embedded Pod Base
3
HD3B, HD5B, H07B, HOW
Bolted Holdowns
Product DesedgUM
3
XMQI 114S1224. XMQI 14B`1224-2K
Screws with #6 XII Point and Large Diameter Hex Washer Head
#12-24 Strong-Odye XM Mediurn-Head Metal Saff-DrillIng,
0
12
EPS4Z
Embedded Post Bass
4
HTT4, HTTS, HTT"4
Tension Ties
finj
Product Illodal. Nun bar or Name
13
LCB44, LCBW
Embedded Column Bass
5
LTT19, LTT2OB, LTT131
Light Tension Ties
I
SDW223M, SOW22336, SOW22438, SDW22468, SOW22500,WW4600, SOW22eM,
Strong -Drive SOW EWP-PLY and TRUSS -PLY Screwwa
Tapping Screvve with #6 Drill Point and Medium Diameter Hex
14
LPC4Z.LPCOZ
Light Part Cap
SDW22834
4
XQl 1451224. XQl 14Bl 224-2,5K X1 i4Sl224,XQl12SI 224, XQl 1281224-2K
#12-24 Strang-Driva, X Maul Seff-Drilling. Tapping Screws with #6
Drill Point
is
MP"a, MP"Sz. MP988Z
Moment Post Base
2
SOWC1 54813, SOWCI 5800
Strorg-Drive SOWC TRUSS Screw
5
XU34SI 016, XU34BI 01 S-51K
#10-10 Stro rig-Onve XU Mob] Solf-D filling. Topping Sorewis, with
=3
10
PB44. PB44R, PW, PBOS, PBOOR
Embedded Post Bus
FLNIN2117RO
3
SDWHIMDR SOWH10400DR SDWHl9SOODB, SDWHI980ODB, SDWHlQIOOOD8
Strong -Drive SDWH TIMBER-H E)(Sorew
17
PBS44A, PBSal PBS(118
Embedded Post Base
4
SOWH274000; SDWH279MG, SDWH278ODG, SOM271000G, SEYWH27120UG
Strong -Drive SDWH TIMBER-H EX H 00 Screw
#1 Drill Point
_0
is
Pave, PSVIO
Round Post Bass
AMg
Product Model, Nurnberor Name
Product Description
5
SDWS16212, SDWSl e3O% SWVSl 6312. SDWS1 8400
Strong -Drive SIDWS FRAMING Screw
0
19
PC44-1& PC48-10, PC48-18, PC64-16, PCOS-18. EPC"-18. EPC48-18, EPC46-15,
Post Cap
1
SEW8x24, S9718x24, SI31x30
SB Anchor Baits
0
SDWS19600, SDM1971Z SDM22400,SDWS225OO,S0WS225l2, SO?wVS22BW
Straing-Drive SOWS TIMBER Screw (interior Grace)
EPC84-16, EPCOO-18
2
SSTBIO, SSTB20, SSTB24, $SrB28, SSTB34, SSTBM, SST81 OL, SSTB20L, SSTB24L,
SSTS Anchor Bob
SDWS=800, SOW822900, SDWS221 000, SIYWS221 100, SDW=l 200, SOW=1 500
SDWS224GODS SOWS22SOOD8, SIDWS2260008, SOWS2=DDB,
Strong SOWS TIM13ER Screw Grace)
FLNW320-RO
20
PC4Z. PCIIRZ� PCSZ, PCORZ, POaZ, PCSRZ. EPC4Z, EPC4RZ, EPW, EPCORZ, EPC5Z,
Postcap
SSTBnL
7
SDWS=30ODB.
-Drive (Exterior
EPCSRZ
SDV#V=IGOODB
fitU
Product Modal, Number or Name
Product Description
21
PPS44-4Z, PPB44-OZ
Post Base
8
SOWS22312DBB, SOWS22512DB13
Outdoor Accents Structural Wood Screw
1
DSSCB43.5; DSSCB48, OSSC846, DSHS
Bypass Framing Drift Strut Connector
(D
22
RPBZ
Retrofit Post Base
FL*13872-R4
9
SDWS27300SS, SDWS274OOSS, SDWS2750OSS, SDWS278OOSS, SOWS27SODSS,
Strong-Dwe SOWS TIMBER SS Screw
2
FCB43Z, FCB45 5, FC847.5, FCB49.5, FC8411 5
Bypass Framing Fixed -Clip, Connector
Cn
SDWS27100OSS, SOWS2712DOSS
3
FPHSD34SIC18, FPHSD3481018, FPHSD34B101&5K. FPHISD34S1214,
#10-18 a nd #12-14 Strong-Driye FPHSD Frraming4l:i�CFS Self-
MW
Produat Model, Mum bar or Name
Product Description
10
SDWV13400
Strong-DNe SDW`V SOLE -TO -RIM Screw
FPHSD34B12l4, FPHSD34B1214-5K
Drilling, Topping Screvis
M
FLOJOBWI-Ra
I
CMST12, CMSTI4, CMSTC16, 0814, CS16, CSIS, CS20, C522
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4.25, LSFCO.25, SFC2,25, SFC4,25, SFC6.25
Steel Framing Connector
2
HRSG, HRSS, HRS12, FHA8, FHA9, FHAl2, FHAIS, FHA24, FHA30. MSTI26. MSTOS,
Straps 97 mill (12 go)
6
LSSC4 25, LSSCS.25, SSC2.25. SISC428. SSC&2& MSSC2.25. MSSC4.25: MSSC6.26,
Stool Stud Connectors
Product Made], Number or Name
EMMOLORWJ19=
MST148, MSTI80, MSTI72, S/MST27, SIMST37, SIMST48
MSSC4.25KW, MSSCS.25KW
Connector
1
FJA, FSA
Foundation Anchor
3
HTSIS, HTS20, HTS24, HTS28, HTS30, HT=C
Heavy Twat Straps
FLM5363-R3
6
RCKW3, RCKVA.6, RCKW7.5, RCKW3S, RCKW1o6S
Rigid Kneei Wall
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA38, LST149, ILSTI73, MSTA9, MSTA112, MSITA15, MSTA18. MSTA21, MSTA24
Sit" 43 mil (18 go)
7
SCB43.5, SCIS45.5. SCS47.5, SC-849 5. SCS411.5, MSCB45.5, M90647.5
Bypass Framing Slide -Clip Connector
3
GH40-8, 01146-8. GH48-6, GH48-8, OH41 GHAIOA GH68-6, GHWO. GHW-e, GH88-
Girder Hanger
5
LSTAV, LSTA12, LSTA16, LSTAIS, LSTA21, LSTA24, ST202, ST2122. ST21 16, ST2216
%aps 33 mil (20 go)
JW
Productilifordel. Number or Name
E12111111:11211waaw
8
SCS52-5/07. SCS62-&97. SCS52-5il 18, SCS82-5/118
Bypass Framing Connector
Slide Connector
8, GHSI 0-6, CH81 0-8
6
LSUBH3.25, SUBH3.25, MSUSH3.25
Bridging Connector
i
AS 16. AS 1885, AS1880
IS go- True* Platee;
9
SOW3.25, SCW5,5
Head -of -Wall -Clip
4
GLB6A, GLB58, GLB5C, GLB6D, GL87N GL87B, GLB7C, QLB7D
Glularn Bearing Plate
7
LTP5
Lateral Tie Plate
2
AS 2DH5
20 go. High Strength Truss Pialis
10
SJCa.25, SJC10.25. MSJCS.25. MSJC10.25
Stool Joist Connectors
5
GLBT512, GBI-TO12.40ILST516. GBILTV118, GLBTS20, GBLTS20
Glularn Bearing Plate
8
LTS12, LT81S, LTSIS. LTS20
Light Twist Straps
3
A&20
20 go Truss Plate
I I
SSS3,518
Bypass Framing Slide -Clip, Strut Connector
ICU
e
HGLBA. HGLBB, HGLBC, HOLBD
Heavy Glulam Bearing Plate
9
MSTA30, MSTA3e. ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC26, MSTC40, MSTC52
Straps 54 mil (16 go)
4
ASHP
Hinge Plate Connector
12
XLSH34Bl 414, XLSH78B1414
#14-14 Strong -Drive XLSH Shouldered $off -Drilling. Topping
Screws
LLJ
7
HOT-2. HGT-3. HGT-4
Heavy Girder Tiedowri
10
MSTC88, MSTC78, ST8236
Steps 68 mil (14 go)
6, XQl 01016-414, X01 Sl 21 4� X01al 214-3,SK, X078SI224, X0788122"K,
NIO-I 8, ill 2-14, 012-24 Strong-DFIve X Metal Self
8
UFPI0-SIDS3
Universal Foundation Plate
I I
MTS12, VrSIS, MTS18, MTM, MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XOlSiO1
and -Drilling,
9
URFP
Universal Retrofit Foundation Plate
12
SM1.58, S181.81, _-VW.Oe, SM.37, aG2.56, S162.88, SIB3.12, SW.50, 61133,62, SAA,08,
Top Flange Joist Hangers
1`1.0116730-R4
X01 14$1224, XQl 1481224-2 SK X01 12SI 224,)(011281224-2K, X3481 Ole-SK
XI $1010. Xi 8101 64K X1 S1 214, X11 BI 214.3,5K
Topping Screws
&84AZ SM4.28. Si SW,50
Product Description
Z
13
SfBA2.12M. SIBA2,12fl 01 SMA2121`1 2, WBA2.12/14, S/BA4.1818, SSA4.11 8110,
Top Flange Jo* Hangers
AtLg
Product Model, Number or Name
SMA4.1 Oil 2, S/BA4,1 Off 4
1
ET -HP
Adheswe Anchor for concrete
z
14
SfHlA
Hurricane Tie
2
GAC, GDP, GDPM-60, ODPM-76, GOPM-1 00, GDPS, GW-50, GW-76. OW-1 00. GTH
Gas -actuated fasteners; and assemblies
15
SIH DSS, SH08B, SHDIOS: SM D1 05, S1HO15S, SM01 58
Holdowns
3
PDPA, PDPA-K, POPA-MG, PDRAT. PDPAT-K PINW, PtNWP, PINWP-W, POPAWL.
Powder -actuated fasteners, threaded studs, and assemblies
10
S/HDU4, WHOUS, SIHIDUP, S1HDUI 1
Holdowns;
PDPAWL-MG, PSVIL3, PSVL3-K PCLDPA, PECLDPA, PTRHA8, PTRHA4
17
SJCT, VHCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
August 10, 2J022
PA 13
MIAM" iaAxa4)A1KC0UXN
#RCqVCTc0MoLsXCT1W
I INS SW 26 SKAK, FUNM 208
BIEPARTMENTOFREGULATORTAMZCONC&UCRX90CMCESOUM) Uion, Mad& 33175-2474
SQUWAMDCCDEAXkWLMSTItATICKBIVIUM T (726) 315-2M F C40 315-2W
NOTICE OF ACCEPMNCE (NOA)
PGT1nd=u*%1nc.
1070 Technd&U Drkt,
North Veuk*. FL 3427S
scon:
1kisNOAssbeagmued theapplicablemles andmSolatiew jpvaningthe use oftonstructioasunkrioll The
docamentstionsubmAedhas beenreviewed and acceptedty.Mani-Dadt CoudyRER-frodixtCouirol SeCtUMID
beused in MantiDede Co=ly and odwumwh= allmedbybe Ax&og31yff&=g1vd*dkbm (AM.
7his.N0A shall notbe vabd aftrdie a#xation date statedbelow. The WRami-Da& Cquaty Ptoduct Control Sec"
(In bfi—i Dade CausW an*orifte AM (inareasotherthanbliantiDadeCannty) reserve the rightto have this
proftet,"nu*dWwskdfcwqmWasumcepUqKWM. If "pwductortsuderidfails topedomin the accepted
uL=m",thenumbtdomwiViiim"expmw.ofsuchtestingandtheAlUmaynnumduftlyievobe,vao&fy,or
suspend &e. use of �svcb. product ot naterial wftin iheirJurisdichm. RERireservesibe r*tto revoke this
acceptsuce, if it is deterusned byMmun-DmIe CountyPioduct Coctral Section twthit ptodoct ornuterial fails to
meet tie requireounts of the applicable building code.
Thi . spwductizappmuedat4emerthedbewin=dhas.beendesipedto catuply wi& &eFloxid&BuiWg Code.
incitsding &e HI& Velocity KWncave Zone.
DESCRI[MON: Series "5570/2770"'Vlo)i SUding Glass Dow (Reieforced) wtwv 909 & 1351 cernw.s-LML
AMOVAL DOCtWn-f. Drawing No, ND-SCMA Iter R, istled -Vinxyl Sluhng Glass Door NOA a3q, doas
I through 21 of 21, preparedbytnawficutrw, dated WWI 5 and ba revised on 021010-1. signed and sealed by
A. LynnMillff, P-E., beasingi&eMiuni-DedeCamtyNDdadControiRe-.itionstanipwiththeNotio-- of
Acceptancenunberandexpirstiondmie by theManu-Dade Cztwy Product Control Section.
MISSUZIWACT RATING: Large, andSmiallhEssile Impact Reskant
Liusitaflans:
L See tablee I (sheeQ) nedtable 2 (sheetD fbrapplicableSGI) unit sizea, design pressureB, reinforcenents. types,
& B-2,shftu7-3) andanchorlayontsbeetsrequirementsin lltbml6-
2. RigidVJhitePVC, Tan (Non -white) Rigid PVC andBrova,costed (Pmzftd orlatusuated)white Rigid PVCto be
labeletipgraftencedNOA'anquirenatu.
3. Egtess operabledocts m=t omplywith min clear width or height per FBC reqaketneut, as apphcmble.
4. Pock-etwallsun sepmftapprovatioberevieviedb.yBuddiagofliciaI
LARE11NG: FAch unit shallbeat, a pennanent labelwith the town&ctureesinanse or loqo� city. state and seria and
Couety ftodwt Coutral Affroved noted hereuL
RjEwwAL ofthis NOA sh4 be comdered after a renewhtl apphcahm has beesh filed and there has beenloo
change m ibe appliedde bud&q codenegatively affectiogilhe perfamunce ofthis product.
TERIMATION ofdus NOAwill, occur aftribe expration dde cc if them has been a mmon cc chenge in 1he
material use, andV"umubetweotihepmdadespwceu.Mism ofthis NOA asonendonenaw ofaqyproduc�
for ales. advefftising or any oiberpuqmes AA a*&mvftc allyftnainate this NOA. Fadm to complywO any
sectionof" NOA *Abe cattse hrterm6dion*ndnwomdofN0A_
ADVERTISENEENIf - The NOAnumber preceded by the wouls 1vfiwnt4D&de County, Honda, and followed by the
expuabmdxkuwybednox3edmadverbmghkwatme. IfAcyportionoftheNOAis displayed, then it &hall be
done in ift entirety.
INSPECTION: A� cc" of" entire NOA shall beprovided to the uiw by*e mmAtchhter or ils ck*fttan and
%hall be available for in%xzdoq4t ftejob site at The v%pest of the Buil&* Official.
Ilds NOA rerhes & rtnews NOA ii204429.05 and caasisft of thispap I and evidtme pope E- 1, F,2, E-3, E-4,
E-5 & E-6 as well as approval docanam nwationed above-
Mw submifted docuumnlittim was reviewed by Ishaq I Cbmwia. PY_
NOA No. 1142HAJ
cm Expiration Datot April 14,2026
15"7 1 - Zllln�' ApprovalDatoMSrA N,.Ml
PGTIndustrhminc.
NOTICE Of ACCEPT&NCE: EVIDENCE SUBMTTED
2. Evidence Subinittid under previous:submittal
A. DRAWINGS
1. Dnwmg No. BM51570.0 Rey B, titled -VW Sliding Glass Door NOA W', sbftb
I thrioto 21 of 21, prepm-ed bymani&Ktirer. -dated IGM/15 and lit revised an
04&7AO, qWd and se" by A- Lynn Miller, PY_
B. TESTS
1. Test teparts aw 1) AirInfiftMionTist, per FBC, TAS 202-94
2) Undban Static Air-Ptemate Test, Loadingper FBC, TAS 202-94
3) Water Resistana Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pnssuie Loadingper FBC, TAS 203-94
along with madmd-W &awnW and in"lation dtagrm of -all PGT Inftstrwi� Inc
undslisted below arhdtes1edtoquWYDaws1 791 andDawsit 993 silicones,
prqmed by Fenestration Testing Laboratory, Int, Test Rtports No.:
FrL-7897, PGT PW5520 PVC Fixed Wm4ow (=A 6 in prqwsal), dated 09/03114
Fl-L-20-2107.1. PGT SGD730 Aknnimm Sliding Glass Do" (unit- 7 in pqmal) FrL-20-
2107.2, PGTCA740 Ahm OulmovingCasement Window (unit a inprapaw) rn-io-
2107.3, PGT PW7620A Alumiam Fixed Urindow W 9 in psoposal) and FTL-20-2107-4.
PGT PW762 OA A Jumim = Fixed Window (umt 10 m proposao dated 07113/20, all dgued
and sealed by Id Otteg2, P�E_
c. CALCULATIONS
L Anchor venticabon cakulatim and structural analysm comptimg with YBC 7*
Edition (202C% dated 04/22/20. Fepared by mantacrawr signed and sealed by
AnftayLynaMilla, RE
2- Glaziagcomol with ASYME1300-04,-W, -12 mW -16.
D. QUALITY ASSURANCE
M��ade Depaitment of Rqplatosy and Economic Rmwm XM),
E. MATERIALCERTIFICATION$
L Notice of Accegance No. 104W-.02 issued toKuraray America, Inc. fordwir
"Troffelt Uhmclear. Clear, and Color F%7B Gim InterikyeW. eViting.on
07/OM4-
2. Notice of Acceptance No. 17-M3.02 ksued toKuraray America, Inc. fortheir
"Seaft-.YGhst (C)m nd White) Ghsshterhyerf" cqxfm' 0n07jWJ_
3- Notice of AccW2n No. 18-1106.10 issued to V . Won Ean- ons Limited fee their
,Ilrown Coated (Painted or Laminated) U1W Rigid PVC Exterior Exausiow
for Windows mul Dowsr, expo-ing an 09/30124.
4. Notice of AccWance No. 18-1106.11 issued toMision Extrusions Limited for their
series "VE 1000 Tan 202 and 1&ter shades (No* -White) Rigid Colular PVC
Exterior Extimsions for Windows and DooW, espiring on 12t-V/2 1. 1 �"7 1 Z4"�
U6q 1� C%sadx, P.E.
Ptod"t ce"Vi Usk superviswr
X0A No. zl-eleshs,
Expirmdea Dant April 14,2026
Approval Dailk matth :6, '.021
E 4
PGT Lmdusbies, ]Inc.
NOTICE OF ACCMANCIE: EVIDENCE SUBMITTED
1. Evidenct submitted under preview X30A
A. DRAWINGS
L Manufactw&s die drawings and sections.
(Sribmfted underNOAN& IZ-0107.04)
2. DrAwingNo.MD-5570.0,titkd'-VinylMid*gGLlwDo"NOAaW,sheebI
thmuo 21 of2l, prepared by mannfactum, dated IOM5/15, witb revision A dated
MA)5/17, signed and sealed by A- Lynn Mitler, P.E.
B. TESTS
L Testitporton 1) Unifim Static Air Ptesom Test per FBC_ TAS 202-94
2) Large Missile Impactlkst per FBC, TAS 201-94
5) Cyclic Wind Pressure Loadingper FBC, TAS 2,03-04
along WithIn2riced-up dsawings and mstaftion, diagim of vuryl sliding glats docr PMp2red
by FawWralion Toting Lab, I=, Test Rqxxt No- FTL 2717. d,ated 12107/15, signed and
sealed by Idalmis Ortega, P_ E. (Test uport revised on 02/15/16 ad 02124t16)
2. � Tea report on 1) Air Infiltra0m Test, per FBC1 TAS 202-94
2) Unifama Static Air Passwe Test- per FBC, TAS 202-94
3) Water Redstance Test, per FBC, TAS 202-94-
4) Large Missile 1u4W Test per FBC, TAS 201-94
5) Cyclic Wind Pressate Loadingper FBC, TAS 203-94
6) Famed Entry Test, per FBC, TAS 202-94
along withmadmd-W dawithp =d n*41latm diagram ofvinyl sliding glaiss door. pqmed
byFenestration Toting LA� 1=, Test Rqxut'No- FTL &%fi_ dated I 1AW15, signed and
sealed by Idahnis Oflega, P. E., (rest teportnvised an 0110446 and 02111=16)
3, Teateporton 1) Airlsfiftratim Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Ted, per FBC, TAS 202-94
3) Water Redstanm Test; per FBC, TAS 202-94
4) Large Missile In4*ct Test per FBC, TAS 201-94
5) Cyclic Wind Passalre Loading per FBC, TAS 203-94
6) Fowed Entry Test, pa FBC, TAS 202-94
along Wftq4xd-W drawiV And in��_dmkgrawbfviwA Wing glaw doorp; A
, %me
byFenestratmTesting Lab� bicTest RqxntNo-FTL $547, datied 12ftl5t sq;ned and
seakil by Idalmis (Mega, P. E. (Teg repatt revised on 02115116)
4- Test report an 1) Airlaftration Teo, per FBC, TAS 202-94
2) Unifasm Static Air Preswrie Test, per FBC, TAS 202-94
3) Water Resistaw Test per FBC, TAS 202-94
4) LxV Moo& Impad Ted perFRC, TAS 201-94
5) Cyclic Armil Piesswe Loadingper FBC, TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94
along "h masked-W dnwings'and instidlation dupm ofvm)4 diding &u do". Mared
by Fenedration TestingLab, Inc_ Test � RqW No. FTL WU, dated 12104/15, signed and
sealed by idalmis ottega, P. E. (rest repoo, mvi.sedon 9imcm and o2n in 4
I;t,47 I. Z444,
ldmq'L CluuWis, PX.
Prodwt Control Vait Supervisor
N"N6.214266.03
Expiration Do*.- April 14,2226
4weral Dalm 1"rch 26, 2021
C G! Windows - a ad D oors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTEFICATIONS (continue)
5. Quan= Part %W Snacer Standard cOmplyin with ASIM C518 TWnmW Conductivity
0-991 11TU-W hrAF-*F, ASIM F 1249 WIR-Pass, ASIM D3995 Oxygen -Pass, ASIM E
2190 I.G_ NW)ifity-No Fog -Pass. (SvbwftM4 undtr pretions NOA X& 15-0409-05)
6. Qm= Part comptjdag with ASIM C518 Thenual Conductivity 2-22 BTU -in/
br_-ft2--F, ASIM F 1249 WVIR-Pass, ASIM D 1434 Argon Pamearwe-F� AS-1M.E
2189 I.G_ DurtWity-No Fog, ASU4 E 546 Dew Point Devel*ment -20OF in 49 hrL
(Wwlod under NOA No. 15-040. 05).
7- Vision Extrusions, Ltd- Puts complying with PVC-AAMA 303-13, Volurdwy-Spwification
for Rtpd Polymyl Chlonde (PVQ Eldft= Prof i1M for Vism EMmons, Ltd. -VEX I by
AAMA Fenestrahm Extefor Profile Certification P109rAM (Subw jftd under NO 4 No. 15
040.05)
8- Vision Extrttsi=% Ltd. Pam compb* with PVC-AAMA 303-13.
Isubj~ under NOA No. 15-040-4-05)
9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvkyl Chloride (PVC) ftlerim
Pwfiles for Vium Extrusions, Ltd.-VEX-1 by AAMA Ftnes� Exterior Profile
Catification Program
10- Notice of Acceptance No- 13-1217.14 issued to Energi Fenestratim Sohition, USA, Inc. for
th& -Tan 3040 & %kt sMde (nottwW) White Rigid PVC Exterior Eumsions for
Windows and DooW, eqirin on 02/Ml -
11. Notice of Acceptance No- 134122.02 issued to Energi Fenestration Sobdion, USA, Inc, for
their sem -%Ikke F.Wd PVC Exterior Exhusions for Windows and,Doari-. opung an
0212123-
12. Notice of Acceptance No- 204203,03 issoed to Enerffi Fenestration Sakfim USA, Inc- for
thew -Brom & Not shade cap *coated '%Wft RW PVC Exterior Extrusions for
Windows and Doan", expiring on 04/16Q5-
F. STATEMENTS
I. Statement letter of coaftmance to YBC 716 Edition (2020), dated 0422120, issued by
signetl and sealed by Anthotty Lynn Miller, PE
2. Statement letter of no. finarldal interest and of ind�ent, imued by mantifacturer, dated
04/18120, signed and sealed by AnthmiyLym Miller, P Y_
3. Private Labeling Apeemait do=ent between PGT, dated 03/3(VI5 and s*ncd by all
iavolved partim,
G. OTHERS
1. Ibis NOA revises NOA# 17-0420.06(PVTw/CGI) and updates toFBC2020 (70Editiml
acpa-ing WV21-
2- RERTest proposals #19-1155 dated 01/10f20 appoved byIshaqI_ Cband[aP_E,cTiring
04/14121-
E -5
Ishaq L C6adm, M.
Prodad Coat"I Usk Supn,&w
X0A No, 21-9205'03
Expirstiou Dato., April 14,2016
Approval Da to. Nlaret 25, 2021
NOTICEOFACCEPTANCE:1871I)ENCE I'm
B. TESTS (continued)
5. Tea repost an 1) Air InfiltrAtion. TW, per FBC, TAS 202-94
2) Uniform Static Air Pressure Tea, per FBC. TAS 202-94
3) Water -Resistance Tat, per FBC, TAS 202-94.
4) LwV Missk Impact Test puFBC, TAS 201-94
5) Cyclic Ulmd Presswe Loadingper FBC, TAS 20344
6) FoKzd Eary UsL per FBC, TAS 202-94
along wftmadmd-w dawings and installation diapart ofvmyl sliding glaiss doof. prepared
by Fmestration Toting Lab, Inc, Test Report No FTL &S-49, dated I IM 5, sWwd and
sealed by jdakms oftega, P. E, (rest report tervised. an i2jo4in and 02111116)
6- Tea report on 1) Air In� Test, per FBC, TAS 202-94
2) Uniform Static Air Piesme Test, per FBC, TAS 202-94
3) Water-Remstance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pres5we Leading per FBC, TAS 203-94
along withmated-W d=wmgs and inftWion dogrartt oftinyl shdrag gbss door, pieparied
by Fenestrafion, Testing Lab, Inc., Ted Report No. FTL 8552, dated 12AM5, sigmd and
sealed by IdWsms Ortega, P. E_ (Iht vep�oit tevisedon 02115a016)
7. Testrepacton 1) Unifoun Static Air Pressure Test per FBC, TAS 20244
2) Lap Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Lioading per FBC, TAS 203 44
alon with marked -up drawings and installation diagram, of vmyl shdmg glass door . pxpated,
by Futoman Tatmg Lab, Inc, Test Report No IFTL "39 (samples A-1 tbru A-22), dated
11119110, signed and wjW by Jorge A- Cauw. P. E_ (SuberbW under NO-4 X& 11-
thet 0$)
9 Tea npM on 1) Air laffitration Test, per FBC, TAS 202-94
2) uaoma static Air Pmssuie Tea, per FBC. TAs 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test perFBC, TAS 201-94
5) Cyclic Wind Ptessore Loadingper FBC, TAS 203-04
6) Fowed Esby Ted, per FBC, TAS 202-94
along vathmadmd-W drawings ad instatition diagram of vinyl sliding glus 4=, prepared
by Ftwestation Testing Ijb, Inc-, Tot Rq)mt No- FTL 6337 (=*m A-1 tbru A-5� dated
1ZW40, signed and suled by Jorge A- Cam, P. E. (SubmkW under NO-4 No. 11-
116up)
C. CALCULATIONS
L Awl= verificatim calculations and.structural =**, comply* with FBC-2014,
byPGT, dated 12M/15anid last revised on,0211.5/16- qpM and sealed by
AnImAyL Mller, P.E. (SubmJ*d smder AIDA Xe.IS-1210. 171�
2. Glazing complies with ASTME-1300-09- Z,4"
16*4 1 Chmads, PX.
Product Control rxit Sawrit9r
N0A?;e.'.1-8'2905.03
ExpirationDatti Apeff 14,1026
Approval Daftf Mank 2S, 2021
E -2
PGT Lmdustrie% Inc.
NOTICE OF ACCEPTW__CE: EN'1DXNCX
3. New Evidenae Submitted
A. DRAWINGS
1. Drawing No MD--".O ReT B, titled -VW Sliding Glass DoorN0A aW, sheds I
through 21 of2l, pmp2red by manoftcturer, dated 1005/15 and last revised an 02/01121.
signed and sealed by A- Lynn Miller, P.E.
Note, This rrvisioth consists repbkcement of sarne ezisti* m9anation scww with flat head-
B. TESTS
1. None.
C. CALCULATIONS
1 Noft-
D. QUALITYASSURANCE
1. MmDade Depwtment of Rqpilatay and Econosuic Rewurces. (RERI
E. MATERIAL CERTIFICATION&
1, Nofim ofAooepance No. 194305.02 issutA toKuraray Amerim Inc. fortheir
"TrwHoW Ultradear, Ckar, and Cobr PVB Glass IuMbyeW, eqming on 07M4-
2- Notice ofAcceptance No. 17-080&02 issuied toKararay. America, Inc. for their
*Seuti-yGlast (Clear andMide) GIM Illterb�, expwag on 07/M3-
3- Notice of Acm9tance No. W1106.10 issued to Vision Eumsions Limited for th&'Tram
Coated (Painted or LaWnated), White Rigid PV C Exterior Extrusions for Windows
and DaoW, expm— g oft 09M4.
4- Notice ofAcceptance No- 1&1106.11 issued to Vision Extrusions Litmithd for lb& series
17E IQW Tau 202 and Ngiiter shades:(Non-While) Rigid Cellular PVC Exterior
Extrusions for NHadows and Doors!, cqiring an 12/2912 1.
F. STATENUENTS
L Statement IMer of contotmanoe to YBC 7* Edition (M20), dated 02Anl, issued by
*ied and sealed by Anthony Lynn Miliff, P-E.'
2- Private Label1iag Agreement dated 03/001 between. PGT Mustries, Inc. and CGI
Windom and Dom Inc., agwd by Dean At Ruadc. PX_ VY. Engihe� on beW of
both companies.
G. OTHERS
L Mgs NOA redses & renem NOA# 20-0429.05 (PLAw/CGII espiring 04114/2C
2. 1he current associated PLA CGI fik #21-020-4.01, apiring 04/14426.
1 -6
I r,"7 (, z4n-1,
Islaq L C16a", P.E.
Produt CawhrQ Usk Sup"Vior
NOA No. U406X
Expiration Vat*: April 14,2024
Approval Date;- Marti Ik 2021
FGT bulmtries, Xnc.
NOTICE OFACCEPTANCE:EVIDENCESUBM11TED
D. QUALUY ASSURANCE
1. Miami DadeDepartment of Regalatmy and Economic Resources, (RER)_
E. MATERIAL CERTIFICATIONS
I � Notice ofAccelpta= No. 1".528.14 awed to Vision Extrusson Limited fortheff
"While Rigid PVC Exterkr Extrusions for Windows and Doors", dated 0&13/15,
apicMg ft OM19.
2. Naticrof Acceptance No. ICO20.03 issued to Visim Extrusion Litnited Wbeir "%E
100 Tan 202 and lighter Shades (Non-Vibiw) Rigid PVC Exterlior Extrusions for
Windows and Doors", dated 12108nd, eq&ing on 12/29/21-
3- Notice ofAcceptance No. 154523.15 issued toVitsion Extnmon Limited fortheir
"Brown Coated (Painted or Laminated) AWO Rigid PVC ExkwWr Exintsions for
Wbiclows and Doors" dated 09113/15, eq*ing on 0930119.
4. Notice ofAcceptasm 1�7o_ 1"712.02 issued to ENMG1 Fmestntion Solutions USA,
Inc. for their -TAN 3040 a" Lighter Shades (Non -White) Rigid PVC Exterior
Extrusions for Vklmdaws and Dean" dated 09/15/16- atpiring on 02/M 1.
5. No&e ofAccqtashm No- 16-0712.04 issued to ENERGI Fenestrati4m Solutim USA,
Inc- for their "Bronze and Lighter Shades of.Cap Coated Rigid PVC Exterior
Extimsions for'%Indows and Doors" dated 09115116, a0ring on 04/16)20.
6. Notice ofAcceptaace No- 1"712.03 issued to ENERGI Venesh-ationSolhitions USA,
Inc, for their"Whise Rigid PVC Exterior Extrusions for Windows and Dom- dated
010117, eRii* onMMS.
7. Ted reports No(s). 10-002-?"A). 10AK-M527, 535753-09. per ASTIME-K
ASTAM1929 and ASIMD-635. issuedbyEX0VAtoV-tsionE%ftusionfof caulosic
COUPOSitt material
(Submwed rmder 2VO.4 Aro 1141#7 04)
8- -Notice ofAccq*uwe No- 14-0916.1.1 issued to Karany America., Inc- for thieir
"Se*tr)Gks0 (Clear and White) bterbyer'% expi;* on 004/18.
9. Notice ofAcceptance No. 16-1117.01 isswd to Kunny Amesic2, Inc- fbr flicir
"Trodfolf Ulbadear. Clear and Color P%B Enterilayeri", expiring an 07M/19.
F. STATEAMMS
1. Statement letter of confonnance with FBC-5th Edition (2014) and FBC-6ft E&tkm
(2017� issuM by marufactum dated OW14117, signed & sealed by Lynn Millm RE
2. Statement letter ofmo financial intntst, dated 04ng/l 7, issued by manufacturer, signed
& saded by Lynn Millm PY_
3- IAW of tab compliance, part of the above test reports.
4. RER. Test Proposal No. 17-03V, dated 05/05/17, s4� by Ishaq Chanda, PY_
G. OTHER
L Notice o(Acceptam No. 1-0-1210.01, issued to PGT Industrim for their Series
55701277r Vinyl Sliding Glass Door (Reintbreed) -L3W, eq*mg on 004121-
E -3
Z ktn�, 1A&q L chamils, PX.
Produet CostrA Unit Supervisor
NOA No. 21-4299A3
ExpiratimmaDstat AW914,20.16
Approws I Dose: Alarch 25,2021
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SHEET NO.
PA 1A
August 10,
MIAMMMI MIAM14DADE COUNTY
ffm�*== PRODUCT CONTROL SECI 10
nml =
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I 1805 SW 26 Suve� Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 313-25"
NOTICE OF ACCEPTANCE (NOA) www.m1#mid&de,2oy/et9nomv
Cast -Crete USA, LLC
6324 County Road 579
Seffner, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the A]HU (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete ) 4"9 6" & 12" ffigh Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD4612, fided "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611 & 12"
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Perrino, P.E., on January 22,2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MISSILE LWPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shaft be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERIKINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT-. The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S.
JEMIAMMIUMMINEIM NOA No. 20-0630.15
Expiration Date: 09/1 V2023
Approval Date: 0&20/2020
Page I
Cast -Crete USA. LL
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. ByMami-Dade Cowq Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Editiot; issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. K, on
Janua?y 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Mami-Dade County Department of Regulatory andEconomic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversionfor a name change.
1-14 9 Ae�k� —
C*elmy A. Maker, P.F, M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/1 V2023
Approval Date: 08=2020
E-4
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details ", sheet I of 1.
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, filled
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both
drawings signed and sealed by Craig Parrino, P. K
B. TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfldled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
sealed by ChristopherA. Ramon, P.E.
C. CALCULATIONS
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig
Parrino, P. E., signed and sealed by Craig Parrino, P. E.
z Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
Parrino. P.E., signed and sealed by Craig Parrino, P.E.
D. MATERIAL CERTIFICATION:
1. Quality S�stem Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
2002.
z Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 08-0320.09
A. DRAWINGS
L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3. prepared by
Craig Parrino, A E, dated March 24, 2003, lost revision dated March 11, 2 008.
B. TESTS
I. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Bsdl&ng Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
int y A. Maker, P.E., M.S.
M Section Supervisor
NOA No. 204100.15
Expiration Date: 09/11/2023
Approval Date: 08n0/2020
Cast -Crete USA, LLC
NOTICE OF ACCEETANCE: EVIDENCE SUBMITTED
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
L By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. None.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast -
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E.
" � yu zk!� -
Cl Helmy A. Maker, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 0&=2020
1-5
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 124209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
A.
DRAWINGS
A.
DRAWINGS
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
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 "
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
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
preparect signed and sealed by Craig Parrino, P. E., on 08119114.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
March 22, 2012.
B.
TESTS
1. None.
B.
TESTS
1. None.
C.
CALCULATIONS
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
C.
CALCULATIONS
prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, A E.
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 Permitting, Environment, and Regulatory Affairs
E.
MATERIAL CERTWICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F.
OTHER
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
1. Letter from Cast -Crete Corporation, dated Februa7y 03, 2012, signed and sealed
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
by Craig Parrino, P. F-, certifying compliance with the Florida Building Code, 2010
Edition.
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 17-0821.18
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
A.
DRAWINGS
1. None.
B.
TESTS
1. None.
B.
TESTS
1. None.
C.
CALCULATIONS
1. None.
C.
CALCULATIONS
1. None.
D.
QUALITY ASSURANCE
1. By Mami-Dade County Department of Regulatopy and Economic Resources (RER).
D.
QUALITY ASSURANCE
1. By Mami-Dade County Department of Regulatory and Economic Resources (RER).
E.
MATERIAL CERTUICATIONS
1. None.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.
elmy A. Maker, P.E., M.S.
J, _11�1 )� dlk��
CYHefiny A. Maker, P.E., M.S.
P -1 Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-".15
Expiration Date: 09111/2023
Expiration Date: 09/11/2023
Approval Date: 08a0/2020
Approval Date: ONO/2020
E-2
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August 10,
SHEET NO.
PA 1 .5,
/ti-JECO
PRODucir Aia=wri avairr ma, w4m-at 2
3
//fl:Ll
ALIXATIONWokour No. VAMU&I 2
wx
ECO
lrlLLrr TESTING & ENGIMIMIND Of
WATTM A. TILM.M, P.6�
22-Miff-UPORTS;
Large misalle Impact and fatigue load tests were peftrmed under Protocols TAB
L MMRIAL CHARACTjAhjMANt).$FgrjFjCAjjQM-
Sholl be strictly In aowrdance with General N , via$ and Components Indicated an
TILLIT TESTING & ENGINNI!MNG CC
ZZ TEST REPOEM
Large MISMIM Impact land tests wons performed under SSTD 12-99 standard as
"'D1=r.WM
"0 ;. 44147
201. 203 a$ per section 1626 of the Florida Building Code. Urifform statto loads
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
TIE13t fl 000,8019140113
PRODUCT EVALUATION REPORT TPI.V13.1'r. "Ld?
per section IWO.i2 of the Florida Building Code. Uniform static lands as per
ftCALjM'_ OW719
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No-20-1171111- Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of
ELL,& Lbraw No. 0067if
Section 1709.8.3, per ASTM E-330. Tootreports prepared byArnodcanTesting
Testing. Inc., Reports# 96-609 dated 08/0911996, #08-570 dated 09118119M.
26, of Product Evaluation Document (P.E,D.). drowing No. 20476,
Lab of South Florida, Report # 0814.01-01 dated 011/02 wftne*#W by Willism
PRODUCT EVALUATION REPORT
#90-T30 dated 09/20/1096, all three signed and sealed by Hector M. Medina,
REPORT NO.; 20-0727.92
R. Mohner, P.E.. Sorlz Moroz, P.E, and Henry Haftem, P.E. and Iteport No
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04M8119915 and
0219.01-09. dated February 25, 2009, signed and sealed by Edmundo
# 2128 dated 10/0611098 witnessed by Gilbert Diamond, P.E. and Report No.
L ITAnONS AND CONDITIONS OF UAL
DATE: July 27, 2020
Largaeopods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
REPORT NO.: 2111-111721111.011
0219.01-00. dated March 4,2000, signed and sesled by Edmundo Largaespada.
toodIngs per Protocols TAS 201 & 203 as pat section 1809.1.2 of the Florida
P.E. and Henry Hattern, P.E.
7A. Sholl be strictly In compliance with Ggnore[ Notes No. 1. 6 thru 14, Indicated
PRODUCT CATEGORY: Shutters
Building Code. Tool Report prepared by American Testing Lab of South Florkills,
Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
DATE: July 28, 2020
Tensile tout report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2000,
an sheat I of 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.S.D.), drawing No. 20-176
PRODUCT SUIB-CATEGORY. Stonn Panels
Gonzalez, P.E.
PRODUCT CATEGORY: Shutters
signed and seeled by Frank Grate, P.E.
prepared by T'Ifteco, lrr- and signed and sealed by Waiter A. Tillillt, Jr., P.E.
Tensile test report No. SCM-198 by 00 Metallurgical, Inc., dated March 13,2000,
PRODUCT SU&CATEGM- Starm Panels
L"TEWCTURAL RNGINEERINQ G&CULATIONS-
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
PRODUCTNAME; 24 GAGE GALVANIZED 87EF-L STORM
PANEL
Signed aryd sealed by Frank Grate, P.E. as per ASTM F--S and Tensile Test as
On 20 Gage Galvanized $%*I Storm Panel for maximum panel length vs. design
defined on section 1020.2 of the Florida 8WIding Coo.
per OC Metallurgical Report No. I OKM-I 31 S. dated December 1, 2010 signed
PRODUCTNAME. 20 GAGE QALVANIZ9D STEEL STORM PANEL
wind load, so well as maximum anchorspecing vs. design wind load and panel
MANUFACTURER: Global PWINOW pmductILLI&
soid easled by Jerry Jeclofano. P.E. as per ASTM E-8.
MANUFACTURER: 911:111111111 PMbwftn Products LLC.
length based on ratlonal and comparative analysis, and In accordance with
section lei e of the Florida Bulldlng Code. ColmiletionspreparedbyTilteco,Inc..
7.3. Product anal I only be Installed Into poured concrete, Concrete block, and
wood from* Structures.
4800 S.W. 51 Streall
Devile. Florida =1 4
2.3,27RUCTURAL ENGINIEFRINQ CALCULATIONS
4WO S.W. 61 Street
Osvlo, FlorichW314
dated 11/03108 and 03/12115, signed and seeled by Walter A. Tillit, Jr., P.E.
On 24 Gap Galvanized Steel Storm Panel lot maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
1. PURPOSE OF EVALUAMON;
3. MISSILE IMPACT RESISTANCE@
Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
I. PLIRPOSE OF EVALM10W.
length based on rational and comparative analysis, and In accordance with
This is a Product Evaluation Report issued by Walter A. T111111% Jr., P.E. (System
Large missile Impact under section 1626 of the Florida Building Code. as per
TAS 201 Protocol.
No. 44167), President of ThbscD, Inc. (Florlds CA-0006719).
This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System
Section 1804 of the Florida Building Code. Calculallons prepared by Tiltsoo,
Inc,, dated 12/18110 and OW27113 (for this revision), signed and Sealed by Walter
ID 0 19043.) to the Global Protection Products, LLC, Rule Chapter No.
ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
A 11111t, Jr., P.E.
61020-3, Method I D of the Florida Department of Business end
Prafteallonal Regulation.
4. MND LOADSAMSTANQL-
20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
Ao�,Z�Q�k PL'..
11114129-3, Method ID of the Florida Department of Business and
Professional Regulation.
3. MWILIE IMEAM 8=81AMM'
LArge Impact 1 W0.1.2 the Florida
This product Is being Issued an Evaluation Report as described herein, and has
been verilled 1br compliance In sociordonce with the 2020 Seventh Edltl on of the
pressures. Maximum panel lengthahall boas Indicated on sheets$, 10, 14, 15.
16. 19. 25 and 26 of 20 of Product Evaluation Document (P.E.D.), droatim No.
This produrit Is bein g Issued an Evaluation Report as described herein, arid has
been verified for compliance In accordance with it* 2020 Seventh Edition of the
missile under section of 8 uilding Code. as per
SSTD 1249 Standard and TAS 201,
Florida Building Code, and to verify that the product Is for the purpose intended
at least equivalent to that required by the Cod&
20-170, Maximum Anchor Spacing shell be as Indicated on shaft 8, 9, 10, 11,
14, 15,17,16,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
STATE OF
Florida Building Code, and to verify that the product Is for the purpose Intended
at lead equivalent to that required by the Code.
4. WND LOADS REWITANCEP
drawing No. 20-176.
This Product Evaluation Report tihall be su*KA to review and revision in cam of
5, INISTALLABON,
This Product Evaluation Report shell be suWact to review and revision In case of
24 Gage Galvanized Steel Storm Panel has been verifled to sustain wind
pressures. Maximum panel length shall be as indicated on shoots 3, 9, 10, 11,
8 Building Code change that may ~ Its 11millatIons and conditions
I nstallatfan shall be performed strictly In accordance with details indicated on
a Building Code change that may offect Its lirnitstions and conditions
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176.
2- EMIDENCE SUMITTED,
shoets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
WAIU
W `P�TKCO ADMOM RECORDS I P. 1. RVORT.20 OLOSAL PROTECIhON PROCIUCrS. LLC 120 Omm
GALMANIMI STEEL STORM PAMM DRMO W170 kA5PM#21~
2. EVIDENCE SUB11111111rTEDs
Maximum Anchor Spacing shall be as indicated on sheets 6, 9, IQ, 11, 13 thru le
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
2.1. PRODUCT EVALUATION DOCUMENIV-14M.
Drawing No. 20-176, fted "20 "Off GALVANIZED STEEL STORM PANELII,
Indicaoted an Sheets 8, 14,16, 26 and 26 of 28, of Product Evaluation Documard
(P.E.D.), drawho No. 20-176.
Z1, EROMW EVALUATION OOCUMENIMA"
'24
24 Gage Galvanized Steel Storm Partol has been verified for code compliance to
work as a non -porous Storm shutter assembly, as per SSTD 1249 Standard.
shoots I thru 26 of 20 prepared by Ti
ifteco, I=; signed and sesW by Watter A.
Drawing Nip. 20-117111�, tMed 43AGE GALVANIZED STEEL STORM PANEV,
Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an Integral part,%
Evaluation Report.
'/*Rk'E'V I
V
.. v\t
shaft 1 thru 18 of 18 prepared bynftm, Inc,-. signed and sealed by Walter A.
Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into Ahis
Evaluation Report. * . ..........
T
E '91t
4
0. 4167
167
167
67
STATE OF ;'.9:
-2
6355 NX 36th Sfte�, Suits 305. Miern4 FloriCia 33166 - Phorie: (305) 871 1530� W,
lot, 010NALN
0 t'D
.
6355 NX 36th Street, Suite 305, Nami. Florida 33166 - ?bDw. A
305)871 -1531
$it#@) 11kol"
8 3) If, CASE IHAT PPIKC0131 SIDNE, OR PRIEVIST COMMIXTE PANEL& SWOOD OR SWAN K FOUND ON INE
noolp
WALL NIONGIRS SHJILL W LORD V^w TO OMAN YK MAN STRUCTURE W" SUCH PAMELS.
srom PANIC. SHM - Do MW.= IMLKTIM DOCUMENT mcp.) MAP KM town Mo WOUMCE IN
ANCHORIPOI WAU. K AS OOMMM IN @.I) NO IN 02).
AOOGIRGAP" wm THE 2= (70 WHIM) Or'"a namm "N" com
CC) I=UM WM-LIdft-$ft=: =R9M C , &W MK!I
Omm Mo WAN OVAL of M-Mum As Put Sucy" is" or THE AW4 MENTIG"M COM
nPR A 00 SPM AS REOUIPPED W TIME 4UPOIOICTIOW T04M SMUCTEM OEN=AU
01/00, TAIPCON ANCHOPIS, AS MPAWACTUKO BY 11.11 BUILOM WC
X 0 PANEUMM FINALK 10 AND PAMILMATE PLUS ANDWORS. AS MOWACnOn III ELOO COMPRUCTM PRODUCTS
'#
M
MR A DIRECTIONALIVY FACTOR 901.4LO. USK ASCE 7- SKI" THE TAVI
a MW INGEIrl
1/4 LAO PER N.Q.5.
SURE RAYON 0101CCIED ON SHMS 7 TIM 12. 14. 15. 1& TO At 20.
7/16*0 . 5/9* WOOD OUSHING, #4 ORTIMUM Ff ALL PONT SCRER, IPOLT a WICURry Co.
, YEN" W A100101 CONDITION, ULIVAQE WOO LOAPS DETOWNCD PER POOL 7-10
SHALL K FIRIT PEDUC90 To " 0. KIPPON WIND LONG$ Orr MULTWTM THIN 11Y DO IN Dow To
Mo wow or TAPCON ANCHORS *VU K I 11r AND 2- FOR ELCO PAN10.041t PLUS
C 1) !="
COM111110PE NESE W/ MIX (A.110) DOW PWMM RATINGS INDICATED ON 24MM 7 THOU 12. 14. 15, 16. 19 6 2&
06=110M
PAN=
IN OFOM TO VMV TMT AIMCHORS, ON THIS P IV AS TWO WERE NOT GMO1I S"IMM A JERIP OCREAR IN ftLONNU
C.2) W&WM THREADED POIEMHON OF LAC SCREW. INTO THE WOOD rRANE UNIT $N%j K " 2" 1
P0K1RAT"N INTO S1`UGC0 SMALL K CONSIDERED AS PART of TME PEWM "NEMPED ITIO YVIREADED
ID..
IFTRW FOR OM LOAN WA SM USID IN THOR AMILYSM. VASTIOMM SPACING TO WOW HAS 0" DETERMINED IN
ACCORDINCE 11M %.D.& ame.
C3) MINIMUM ROOM OWWC Of LAG SCIVE". INTO 10000 W%L BE AS POMTM IN THIS DRIVING
. PAWS ADEQUACY FOR APACT AND WOO P1CMSTAMCF NO SEEN VOWIM IN ACCORDANCE PATH SECTION tO" OF
THE AODW MENT100411) CODE AS PER NUOkWA4E [IMPROVING III NOW INC. REPORT WHO. 96-570 & 96-TW APO
C.4) MINIMUM KVIETPATION OF OOOD BUSHING SMALL K 3/0", 1/4* 6-410 SCAM USED SMAIA It 1 1/2' LOW MINIMUM
MOM LAG OC.. A"1 11120112 A #2126 . AS FROIDDOLS TAO-201. TAS-2137 AND TAS-203.
SHOULD MCDO DUST, AND I' bM"W FOR %MLLS OTH NO IIUCCO.
AS AMERICAN REST LAB Or SWYNI FLORIDA AMPORT 002111AI-40, AS MR ?AS 201, TAS 202 AND
US 20 SWROWAX.
C.S) IN CASE 7HA1 PRICAST $YONL OR PRIP&M CONCRETE PANELS, STUCCO 00 WON INDARDS K MOD ON THE OWING
I ALL ALUMINUM OMWSOd TO K 110413-111 9LOY AND TWIRL (UIAM OtHEROM "MO). SEE SW I
OPAILL AHCHORS SMILL BE LONG ENOUGH TO PEACH THE WAN STRUCTURE 0000 SIM PAPPU&
A404ORVE SMALL FIE AS MOMOW IN CA). C.2) & C 4)
3 ALL MAW" SHICII METAL USED AT CLOSURES SKILL HAW 3105-�1414 ALLOY.
(D) ANCHORS SMALL K INSKM FOU~ ALL Or THE RECOMMP*904 AND OF THE ANCHOR'S WAWXAMOM
A ALL STEEL 94M METAL PAN" SMALL MOTE STRUCTURAL QUALITY SICIL AXIN h-653 MOM 90 ~*. O-W
GALVOIGID SIM PEMMMTION W/"- 54.3 W (AFTER RUM.
4 PAPIRS MAY AM K INSIALLM "ONJOWALT FOLLOWING NSIA"TION OCAU SHOO ON MnON 3 THROUGH 113 MPEETS 4
THROUGH 6) EXCEIPT THAT WADERS 4D A, Q0 SWL NOT K USED.
S. ALL SCAPTNIS TO K STAINLESS SIM 304 OR 316 AM OR CORROSION RESIVIANT COPTIC CARSON STM AS PER
ON 500,
I NN Mo "Mr'. AND so 'M TENSILE SWO.Y. a Sw-, Cam, 0/ 'L.0 MUM CODE
9 rt SMALL K T14E W"MLM *1 THE CONTRACTOR 70 YOWT TW SOUNDNESS or THE SIOXW TRADE SHUTTER 6 TD K
.
SECTION 24 .34.
ATTACHED 70 WSW FR" ANCHORAGE THIS SHUYTIER SMALL ONLY BE ATTACHED TO CONCRETE. K= 00 WOW FWM
NUILD"03,
9MT3 10 K ASTM A-JI37 GALVIIINIZED Sral. ON AISI 404 W" STAINLESS MEL WIN 36 WN MINIMUM YIELD
STRENGTH.
10 EACH REGULAR STORNI PANEL WITH 1.040114 OVER Ir-O THROUGH 12'-4* AS 0 AND ALTEvimArrvEs Or
I
9W At 00 ON 51411- 5, 6 4k 1�� 'AF ==Vt56UO6AIK9J41` I GROUP! OR
A LMOLE 0 46MCrm
7 ANCHORS TO W" SHALL K AS FOLLOW
TEMANT 70 SECURE PANELS W14 DURING Fa"=
qi�� or HURRICANE PRAPHOO
ITALOCON"A&SHWATS
I I Tit POSTAIAMON CONTIMCM I% TO SEAL/CMILA ALL SHUrWt COMPO14W 0XIES 041CH 404MM IN CONTINUOUS CONTACT OIH
1XITO MANISACTURED 9Y I.TW DUR.M. INC. (W. f-MI F,. i,)
THE "" it pwaw VMD/RW WIRUSID11.
:110 7/87 CMX-Oi ANCHORS. AS MANUIPACIVARD V DOIALT PC. (M. I'—VOQ ILPt.)
11C,o .1/0' SOUD-SIET AN040M AS DISTRIBUTED By ALL ftW SCRIFIV, IPOV AT SPECIALTY 00.
12 STORM PAPID. INSIALLATION SMALL COMPLY MYTH SK INDICATED 0 THIS OPMPNIG AM ANY OMLDM AND IONING REGULATIONS
(10ft C-3000 P..L)
INIDWIDED Of THE JURISDICTION WHERE PERMIT 6 APPLIED M
- #14-10 PAMELMATE FOAMS 0 A, PANEIMATE PLUS M*IM AS MANUFACTURED SY MOD COSMAnON ORMUM
(MOIL t'-SM P)
13. (A) THIS PRODUCT EVALUATION ?a PRE�AROD IV THIS EMOOEN Is 004M AND Om Am PROVIDE IMPOP"T"
- 1/4-40 Cr TAP-W ANCHORS. AS MANUFACTILOID MY TRV-FAST COWOW" V-54100 r.")
to A 911 SPICIFIC PftKgr�r= M CONDITIONS Orwa FROM THE 1,19.0
A-1) MINIMUM nW.DMM OF TAPCON ANCHORS JIM PMM CONCRETE 90" K 1 3/41'� 2' FOR FANELWTE FEMME
W CONTRACTOR! TO K ON3PONNU fOR THE SUICIPON. PURCHASE AMC INSTALLATION INCLUDING LIFE SWM or THIS PRODUCT
DOM ON It" 1`10 PROVIDED HUSHIE DOB NOT DEVIATE 111011 THE CONDITIONS DETALIDD ON INS DOCUMENT
00 PNOMLIC PLUS AM 1 1/4- FOR OF tAP-W ANCHGAS
CONSTRUCTION 1MPIIY AT SITE 6 THE CON"MCID111 RESPONSONAY.
AT) CALM-M & SOW-M ANCHORS SHNI K DMCM T/r INTO INIE POURED CONCRM NO EMKOMEAT MO
IMIS PRODUCT EVAIATIOM DOCUMENT NILL SE CONSIDERED P&M.0 PF MODIFIED
STUCCO SMALL K PDW"W, 1/4- �20 SCRE USED 04ALL K 1 1/2- LOW MINIMUM "" STUDDID DUST,
40 1' Wo" MR a" WIN NO STUCCO. AM M" Or HEADED SCRFOS OR ALL TwoffADW SOVIIIIS W/o MEAD,
M SITE SIPECIPIC PPPOAXTS SMALL ME PREPARED Ift A FLORIDA REGISTERED INGINEEN OR ARCHITECT WHICH WILL PROCNE THE
an WITH Om NLn
INGINCER Or KOM MGM FOR THE PROUM NOD IM 1111 K *C"f$GU FOR THE
mwm UK OF THE PI 0. IDIOM= or RECORD. ACTING as A OELEGATED voomm it THE
A.3) IN CASE "AT W=45Y SMM OPECAST CONCRETE K-M& PAVERS, "XW OR WOOD 00ANGS K 0`00NO ON IN[
0XD FROMM. SMALL $10100 TO THIS LATTER THE SITE SMIF DIVISION FOR 11PTIV.
OMNG SAM, OR FLOORL ANICHOPITI, WALL K UM ENOUGH TO RICH ?K MAIN STRUCTURE ID" SUCH
PANELS ANCHORAGE SMALL K AS MENTIONED 01 AA) AND IN A,2)
(0) =W. SMALL KAR THE GATI AND ORKWAL SIAL AND SPOINITURE Of THE PROFESSIONAL
OF ACCOPIC THAT PREPARED IT
1/4, 0 TAPOOM apoo" As MANUFACTURED P 1 7 0, 4IALDM INC.
14 SHUM MANUFACTURERS L0KL SMALL K LOCM ON A REAMT VMU LOCATION AT STORM
PWL SHVM 114 ACCORDANCE WITH SECTION 17011.11P3 Or FLORIDA OUXENNO CODE ONE Lem
/4* IT . 71W CAUX-40d AMICHORS, AS MANUCACIUPPED V DEVIALT OC. (MIN. ec-lbw P-1)
SHALL K PLACED FOR IVERY CPKPIMG� LNIELING TO CW^V "M SECTION 1700,*.2 of rot
/4'P X 3/4- SGUID-Sty ANCHORS. 4 OMRWIW OY ALL POW SCRIPT, MY & SPECALtY CO.
FUWXA OLRMQ CODE
(MIN P.J.)
- 114-19 PAPPELMATI "VMS 0 AND PAMELIAlt PLUS APICHORS. AS MANUFACTURED By ELCO CWSMX-rON
WORD SMALL ONLY K U0710---1
M40
pnocum 0m. ;,�207i p,91) W pubm IN THE Smye Of now
- 1/4' 0 01"TAP-01IMP AWMDRS. IS MANUFACTURED Of TRU-PAST C004MtM A. r4i
&I) MINIMUM MIDPOINT 01 TAIPCOM ANCHORS. KLC0 WAIWITES 00 Cr TAP-GW ANCHOR. 11410 THE
nLomA eukmw coot Clogh we" a
KOM 09 94-LL Or I I/d-, SYM I n Pan
18 GM MVAWOM
Q"-IN a' SOUD-SU MOM" VIALL K USED= ?/&* WYD '"I CONCRETE OLDC1' UNIT No
INTO MCCO SMALL K P9011111111). i/4' 0-20 SCHM USED SHILL OR I ilr UM MPW&M%% �94I%Co
EINST. AM t' MINIMUM FOR IIMILLS PATH NO STUCCO. V*..
*OM mmm" PMMM- MCI
0)
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CONCRETE KOCK
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Note —
0
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NALL 11110111111111111111
WE
IF -
INSTALLATION MAILS FOR REGULAR PANIELSa & (Q
INTO DUSTING POURM CONCRETE OR CO RETIE BLOCK STRUCTURES comomm now"
pu awtam 0
OCMCPM mcom T bam I ROOM 9)
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(SEE SCHEDULE ON
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TOP & BOYMM MOUIPOGS, CAN K
COMBINED IN AMY WAY TO SUIT MY
PHISTALLATICO.
COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
(SCALE 1/2-l)
(TOM (MAL THOTH)-
DOW NO. THICK
------- IMILVAMIND SM X,
AM A-M
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4e
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it Ilr O'C.
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HEMMED,
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END UP W/ HEMMED EDGE, AMQlj WITH STU11 @ ANGLE WM
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010
& 0 1AM AT
11LIECOing.1 OLOML Pillow" "ODUM I.W.
WiLS1 $Nm
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2017'Xi ALumm,"Nu. M WIN: MR It/off *am (w -311^ 04P. "low-mr
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Installation shall be performed strWUy in accordance with details indicated an
shoots 3 thru 8, 12 thru 18 of IS. of Product Evaluation Document (P.E.D.),
drawing No. 20-173. Minimum separation to glass shall be as Indicated on
sheets 3, 6,13, 14, 16, IS and 18 of 18. of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
L.MATaIRIALLIG. RACTERIEMCSANOSPECIFICATIONSm
Shell to elk* in accordance with, General Notes andl Components Indicated on
sheet I and 2 of IS. of Product Evaluation Document (P,F-D.), drawing No,
20-ITI.
An cho r specifications she I f be as I ndicated on shast I of 18, of Prod uct
Evaluation Docurnent (P.E.D.), drawing No. 20-175.
7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, blacet8d
on shesil I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175
prepared by Tftw, Inc. and Signed and "Wed by Walter A. TOIN, Jr., P.E.
7.2. Product tehall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 11620.2 ot the Florlda 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. 7111t, Jr., P,E, (Florida License
No. "187), President of"I'lltsco, Inc. (Florida CA-0006719).
WATILL
9:� TILTEZO ADMON RgCORpa
G&VAMM 8179L WTO" FARM
1/4, 2/4. 3/4. 4/4. 5/5. 7/5.
11W/10 - 2W/10. SW/10. 4W/10. 8/5
5W/10. 6W11I A 7W/11
r MAP AMCXXIS: TOR CONCRETE 11111 SCHEIKILE ON Sam IPI& r vps
V MK IN WOOD Sa $111"101,11 am 9141213; to a I
I, MK
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L$MLTM A PALS
(SEE SECTIONS AS
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(SEE SE07MM AS APPLICABLE)
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IW/10. 2W/110. SWIM. 4W/10. 6/5
SW/10. SW/111 k 7W/11
ANCHORS; POST CONCRETE SEE SO4CDULE ON SHEETS 0 & I
FOR WOOD SEE SECTIONS ON ONCE, 10 AT It
REGULAR STORM PANELS (-I)& Q ELEVATION
M.T.S.
0
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OVERUIP -1 WHOLE ftlm
INSTALLATION DETAILS FOR REGULAR PANELS &
INTO EXISTING POURED CONCRETE OR CONIC ETE BLOCK STIKICTURES
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PANEL'S LEMM UP TO 12'-4*
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_.:INE NO. 2. W1 SPECIFIC QENSI`rY OF 0.56 OR EQUAL
TOP a DOTIOM MOuWIMGS CAN K
COMBINED IN ANY WAY TO SIX ANY
INSTALLATION.
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4 1 lk P, ;, - 1-1- -F-T-
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rm
E. IA, aa 0 Ile em
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WA& 31ir - I -
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M"M"M==0*.0v= =021=12= =04,460=1m
to w
$1101:020 I= w" Now "K a 0110,0131111 uma
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6-014 MZN 3 3 yj 1 3 4
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WALL MOUNIINA INSTALLATION
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eem IL"m W- 20 GAGE G&VANIM SYM SYM PAWL r1p, <
OF oft" an z
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00. 46,11 P& 20-176
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INTO EXISTING WOOD STRUCTURES INM EXISTING WOOD MUCTURES
4 1 lk P, ;, - 1-1- -F-T-
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Dom =mm OWING WOOD HOW extrw "m NOW
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E. IA, aa 0 Ile em
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ma. "Aa WWII M- ANOWL Lam
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"I EWE in
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_ Z" Wr BOXAUAM
ALTERNAT11IFE JM
WALE 3AI-I-
I- 0WALIVIONS ARE ONLY VALID FOR WUNNGS WIN A.S.D. DESIGA LOWS
kv TO "M _7ZO PSF AND PANEIL'S L04TH UP TO $'-fr
2. FOR NIX FPAME CW&IlkW*K- "M MEMBERS TO K SOVWM
PINE NO. 2. W/ SPECM OEWSTY OF 0.35 OR EQUAL I
CAN BE
SUIT ANY
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tocam
AT 00 Pam
1-INTMOR PANEL N--EMO PAWL'
3 MR AIM to MIlL
OR DOW mw Now ANCHOR I
vm:m 10004
DETAIL I INUA=DH (MPLICABLE TO SCHEDULE 1)
WA& 31ir - I -
MAXIMUM A.S.D. DEMON PRESSURE RATING AND
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INSTALLATIONS INTO CONCRETE & CONCRETIE BLOCK STRUCTURES
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CONTACT WITH TW BUKDINK; 10 PRIEVENIT WNQ/NNN WITUSKSHL CALLK ANO SEAL SHUTTER TRINCHS ALL, ANICLAID FULL
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3. SERIES 1000 INSWILLAVION IS APPLCABLE TO SINGLE AND DOUBLE HUNQ STVU WINIXXIIS WHEN INSTALLATION 6 RECKONED To K
PERFORMED FROM THE N*M or STRUCTURE.
t3. STM PAMEL OWALLXYION SPAL CONIPLY *NrH SPEM #40=10 IN T" ONANINNO PLUS ANY EILMUDINO AND JOW4
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4. SERIES 2000 0WALLA11104 6 APPLICABLE 10 SMICUL AND DOUBLE H" AND HOWMAL SLUM STYLE ININCIONS WHO
INSTALLATION 4 REGUMM TO W PERF NEED FROM THE MOM OF VRUMft
14. MUM WINOM AMID DOM 14C. 9 - Z HAM WOrM PANEL SYSTEir IS PBRW NNOW
5. ALL ALULW" ESTRUSIONIS TO K W63-TO ALLOY AND 70". (UNLESS OTHERWISE NOVIEW
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A
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WO'S W/ SO hei YIFUT MDCTH AND 90 AN IMILE PROW" IN SMALL COMPLY W/ FLORIDA KKWW CODE SICTM 2411.34.4
(4) SITE SPECIFIC PROJECTS ShALL W PREPARED BY A FLORIDA REDEEMED CNMNM 00 ARCIM= WHICH WILL
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10. ANCHOINS TO WALL SMALL K AS FOLLOWS:
SUBMIT TO THIS LATPOR THE SM VECIM ORWI04S MR NNVNEW
(A) M
(a) THIS PA.D. 94AU WAR THE RAW AND ORKMINAL SEAL AMID SIONATURE OF M PROFESSIONAL ENSIM OF
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SHWLD SIUCCO EXIST, AM I' MINOAAW FOR WALLS WITH K SITUDCO,
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(0) MCHOAS "U 11 INSTALLED FOLLOWING ALL Of lK 1111001,11140"TIONTS MO SPITICIF"T"S OF THE ANCHOR'S M&WFAC�
ALL ALUMINUM SHEET METAL USIND AT CLOSURES SHAILL MOVIE 3105-MI4 ALLOY.
0 PANELS MAY ALSO K PWAIULEO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHFrrS 4
4. ALL STEEL SWEET WEIAL PANELS SMALL HAVE STANICTUM OUALrrf 111100- ASTIA "53 GRADE 80 MINIMUM, 0-80 GALVAIN ZED
THROUGH 5) UCEP1 THAT NEWASO Or 3 SMALL NOT RE USED.
STEEL DEP"YCM W/FY. 02.2 ka (AMR FINCLUID),
0. IT SMALL RE THE RESPONSIRLITY 01 THE CONTRACTOR TO VERIFY 7K SOUNDNESS Or YWK STROCKIRE WHERE SHUTTEA IS TO K
5, ALL SCREW 10 BE STAMM STEEL 306 Olt 314 kill KIM OR CORROSION RMSW C(M= CARBON SIM AS PER INN
ATTACHED TO OM111 "" ANCHORAGE, THIS SHLW" POLL ONLY K ATTACHED TO CONCREVIL SLOCK ON WOOD FRAW
IRMINGS.
500111 W1 50 k2l YW SM[MGT4 AND SO ki M43U $11104014 AIV SKAUL COMKV W/ FLORIDA WADING CODE SECTION
24M.31.5.4.
10 EACH WOULAR STORM PANIEL WITH LEND" M SECTIONS 1. 2. 4, 5, G AND ALIEWAIA0 I% 3W A, " ON
SKETS 4, L 6 A. 7 RESPECTIVELY. SHALL HAVE A= AND READILY MKE WARNING 06TRUCING OWNER OR TDONT TO
6 DOLTS TO BE ASTWI A-307 GALVANIZED SITEL Olt AIT 304 SEXES STAMM STEEL WIT" 33 k.1 MINIMUM YIELD 11111DOM
SECURE PANELS WON APKJCWU ROWORCCItW DURING POrocos OF WUNW.OM WARNING
7. ANCHORS 10 WALL SHAL1, K #3 FMOWS:
11. THE INSTALLATION CONTRACTOR IS IQ SEk/CAUK ALL SWMA COMPONENT EMS VIHICH REMAIN IN CONTINUOUS CONIACT WITH
HE VJWM M PRE" WIMO/RMN INTRUSION
1/4-0 TAPCON ANCHORS AS MANUFACTURED By IJN. BUILK0L NC. NIA. OC-3102 P34,)
12, STOON PANEL NSIXAAIVOM SHALL COMPLY WIN SKOS INDICATED 04 THIS ORMONG PLUS ANY OVUM AND ZONW,
1/4' 0 . 7/6' CAIX-IN ANCHORS, AS MANUFACTURED BY OFIALT NC
PROVIDED BY THE AMISOOCTIO" 'WHERE POW 6 APPLU TO.
1/4'0 w 3/4" SOUD-SET ANCHOR& AS DISTRIBUTED BY Au. POINT SORM NOLT St SPECIALTY CO.
13. (9) D11% PRODUCT EVALUATION DOCUMENT (PLO.) PREPAR016 NY Mo ONCINEER IS BOOM AND OM 1= PROMIDE INFORNIAtION
re-Vot "JL)
14-10 PAMEUATI FDA" 0 & PANCLMATI PLUS ANCHORS. AS ~AC"CD By ILCO COMS`oUC"OW PRODUCT&
FOR A $ff SPECIFIC PAWWr. f.s. WHERE THE Sn CONDITIONS DEME FROM THE P40
/4*0 ZkW NO" ANCHORS. 06 MANUFACTURED By Crow. INC,
(b) CONTRACTOOR 10 K "M-COUGILE FOR THE 3MECTION, PURCHASE AND INTIAWION INCILUDING LIFE SAFM 01 TM PAOO=
A 1) WORMUN EMBEDMENT OF IAKICIN 00C.00015 INTO PWIED C*OCWE SMALL OF 1 3/4"; 1' MR ELCO PANUJAM AND
BASED ON THIS P,E.D� PROYMED HE/SHE DOES NOT MWIE FROM THE CONOrnONS WAILED ON THIS DOCUMENT
CONSIMUCTION SAIVY AT SITE is THE Co"TIACIVRIS RESP"OUTT
4 3/4, MR ZANAC NAILIN JINCROKS.
(z) Tft PRODUCT EVALUATION OCCUMEW WILL K OONSIERED IWAUO IF MODIFIED
42) CAUK-44 At SCKXS(1 *C.Wft SHALL K EMBEDDED 7/8* INTO THE POURED CONCRETE NO EMBEDMENT NTO
STLIOC SWALL BE PERMITTED. I/e 0-21) SCREWS USED SHA11 K 1 1/2- LONG W SHOULD I=,
?
(d) SIM SPECIFIC PROJECIS WALL BE PREPARED MY A rLOWJA REGISTERED ENGINEER OR ANIC IECI WHID4 WILL BECOME TK
AND I WNIMUM FOR WALLS WITH NO STUCCO, AND MON RE HEADED SCK" OR ALL T"AMED SCRM W/O HEAD,
V40NEER OF FKCO1iDFjO.R=E RE RESPONSIBLE FOR THE
PROW AND WHO WILL
BUT ill" wtmC form
CaMTED 90NUR 10
PROPER USE OF THE .0 OF KMMX ACTING AS A I
P E.0 ENGINICK SHIALL SUMMIT TO 1*9 LATITO THE SITE SMM W"V4S FOR ftWIF.
I&CASE THAI PRECAST STOW- PRECAST CONCFM PAIMILS PAVEN STUCCO OR MOO SOARDII ff FOM ON TNE
& TK MON STRIUC BEHIND SUCH PANELS
STINC WALL OR FLOM. ANCHORS SHALL K LOW RCU6�i TO i4 Tm
(0) THIS P1.0. 04ALL BEAR INE DATE AND ORIGINAL *A AMP WGRAWK OF THE PROFam"
ANCHORAGE SK4LL BE AS MENTIONED IN KI) AND N JL2).
ENGINEER OF RECORD THAT PREPARED ry
14. SHUT101 ~AMWS LABEL WALL K LOCA11M ON A READILY 'A"U LOCATION AT 51OW
PANEL 94MM IN ACCORDANCE WITH =11ONI 170111.2 Of FLORIDA 8=140 CODE, ONE LABEL
1/4' 0 TAPOON ANCHORS AS MANUFACTURED Of i I W WALM. INC,
94AU BE PLACED MR EVERY OPININC, WINKLING TO COMPLY WITH SECTION 1701141 OF THE
I/e SX. 77/8' CAL11-IN ANCHORS, AS I&AMNACTURID) BY DIFWALT, INC,
"IDA BUILDING COOL
I /4-0 3/0. SOUD-SE, AMCWW AS WMWM BY ALL POINT SCREW. SOLIT A SK04LTY CC
TOT
014-10 AMELM471 Ftm" ID AMC PANILIJI&TIL PLUS ANCHORS, AS MANUFACTURED by FLOO CONSTRUCTION P "to
IIV 0 ?AMAC NUUM ANCHORIL, AS ~ACTIM BY DIEWALT. ftC
9.1) MINALM EMOMENY OF TAPOOR ANCHONS, ELCO PANELMATM AND Z"C NNUN OKRM. WW THE
at % FLORIDA BUILDING CODE (lion 10211 VO" cons zono)l
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STUCCO SHALL K PIDIUMID. 1/4 0-20 SCREW& USED SWLL BE 0 1/2' LONG MMINUM SHM" nw,
AM I' MINIMUM MR WALLS WIN NO STUML STATE
L
/1111t c 0 �.
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Expillilteno
PRODUCT EvALU^Tior4 ReponT
September IS. 2020
ApploollonNionoW. 171119j-Pt2
EX levelled Merger. 2D-31S43
Pro" Momulachorar: AN American Stwftm she Gleas
MwwbdwwAddrom 150 Darsto Road
Vil Palm Beach. FIL 33409
Pro$Lld Adou Is & Doww"on: 249s Guaranteed S" Stem
LAW MW* In"d Resovel
Scope of Evelballon:
11its Product E-M*- R
,:%,16WWjs�1n-=*Ahdwrvqukm,wv offtFlorift
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R64voluotion of Vft gro" OW be ro**W following Porlanani Flol Building Cod* OmMONWM or
MWAiOft.
Substandsongom:
DOCLUL-M
FX *awirq 02"1643 filed -24W 6"Iezed S" Storm Ponob 01" & Ncm+WZ)-, shmb 14,
bV EnginsoMV Express. elpod & sesood by Fronk Banner&. P.E. is *a "Aagrol pod of #A
Onek"on Report
L40am dek druchwal porbramonco; hm bw In occotdwce WIth TAS 202 WM stindards Per UN
repow(s) MT-ASO-11-M by 91solowder TodhV. linc,
Law OW'�kr"droMMmmomWeyckimdngpwbmw=hnbwnI I inacourlow"wobTAS
201 and TAS 203 tog standards W bd report(s)MT-ASIG-17-001 by filed"Ist T&OV. ft.
Structurvil worwooliN calculations full bow Frepargid wWh evolution, Me pro" based on
1. MwwnmAkw"Smn
2. Minimum Allowatils Spoom
3. Minimum all" SoPongdon
4. Artchor Spadno
16D SW 12" AVENUE SUITE 106, 011nneLa BiAcm, FLORIDA 33442
(954) 354-0660 1 ($66) 396-2:99
TSAIIISENOINIFRINCEMPRM-CO
EMNISAIN a EXPRESS. COM
LAST AANELCD TO SEE 9NSTALLID AT EACH OPENING SMALL ALWAYS
74DO LE2 FACILITATE INSTALLATION If
.=ID
M OF STRUCTURE.
NOTES .
(1) 2000; E-Z 4" STORIA PANEL SYSTEW
ffm % WL 4 GovIL TRACKS TOP & BOTTOM.
(2). END 13E CONNECTED TO BOTTOM TRACK
OTWWA W =T'SHALL K PROVIDW AT TOP OF SUCH
PANELS.
(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
SMALL CONSIST OF 1/4"0-20.3/4' u.s. w/ 7/8*o%3/32' WING
NUT OR 1/4ft3/4' Min THUNISSCREW $MID TAPPED BOTTOM
TRACK. LOCATION OF FASITNERS IlW SIT AT ONS OF TWO
EXTERIOR FIAT FLANGES OF END PANEL
(4). IN CASE THAT END PANELS AftE NOT CONNECTED TO SOTTOM
TRACK (I .. A STOP BAR is Doty USED AT TOP) AT LEW TWO
PANELS SIMALL BE CONNECTED 'TO BOTTOM M<X USING SPECS
WDICATCD ON NOTE (3) A9OVE. IN SUCH CASE, CONNECTION OF
t INSTALLATIONS ONLY VAUD FOR WIND
SPEED UP TO 170 m.p,h. I
tENGIN-EERING
PW2d2
All American Shuncis and CAstis - 24p CAvaitized Steel Stom Pands
No 33% Incrow" In olwmWo sUm has been used In ft doolip Of this Pro".
It op - rabon from glaft Is not rechil for buMOMWm cosside of wkw am 4 wW sound* %dW=,
Impod R"sonce:
Large impact Resistance hot boo" demonstrated Be ovidomood In prolvicutiv Road Toot ro"s), and Is
accounted for in the ororwal doolot of ft produce.
*Incf Load ftsistance
This produce bes been dwopsd Is raidet vAnd loock got Indkoded I" doot qm schodulivis) a" the
rewoRlWol Pro" Evoluslon Docurned 0.9. orvinvorlm diviving),
InstaftWn
This pladi 01voll be I - I I in aW dwr#kAm With ft fespeclive Product evakmgw Document V.S
mores" droaft), ab" with as convonents noted Im sit ,
Product oamponieft MM he at the migmial ""flivid in that poducf� rooleaclive Product &""an
Document 0Av. wonee" drigoving).
Umbeffom A Condftns of Use:
U" of this ~ shaill be m 91*4 socordonce WWI ft mom*" Product EvAMm Mwwm"d 0.9
mones" drewilro Be nabod horein.
AM oulipmEM hod s1ructurego 0*113 be doolped to mW all superImPosed Wft good " be d a I
Need in this ixoduaft respecove shelter I olls. Host structure conditions ~ am net voccourdold our
in this Produce's respective anchor schockde shah be chool for an a allgodpocift bnb by go noldsned
Probasionst orqinoglr�
Allempoiso ~ant ponrogruenWhodallodsholbe prdoeWagWW*WoowkmgamkwUon, WKI
DOW such dismap at al *n@L
This Product has been designed for use WNW and Global go HIP Volocoy Hurricane Zone 0�.
td
Frank Bennairda, PE
E#MMEEMO EXPRISU's
050046549 1 Can Auth. "95
160 SW 121- Av&Nv4 SUITE 106, DevoiltaLs BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TiAnSlExcilgowitinatzpness.com
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2. FOR NEW WOOD rRAME CONSTRUCTON: WOOD
MEMBERS To K SOUTHERN NINE No 2. W/ SPECIFIC
DEARIIITY Of 0.55 OR EQUAL
ALL AMERICAN SHUTTERS AND GLASSJ
24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
TDO MOUNI, (COW -
TYPE AS WWD)
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VERTICAL MOUNT ELEVATION
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ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
M"MUM STORM PANEL 5~1101t FROM GLASS
(MV19, WNW 2ME 4 a Liff"Tim FAMITM31
MAXIMUM
OfWN
4110WASUF
INV AFIOAMLES& AWALLAWNSGREATO
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L ewm SPAIN SCHEMES WITH ARIGATIVE
DIIESIGIN LOAD 4 $VAN& FASTUM SPACING TO
DeTVUWM PIAXIMUM AULAWAIMLE STOW PAW
SPAM. SCHEME IS ACCEPTABLE FOA. up WITH
POSTIM , 1104 LESS THAN OR SQUAL TO
2. "PUM F*WSMEM R STUDS USED IN
CON)UMMON WITH ALL MOUNITIA EXTRUSIONS
t-P-TRACK. SIVONO ANGLE. VC). USE 6.25-
OC, PAAMIL FASTENER SAACING TAKR VALUkS MR
ALL *H*- AND'W-KEADEM (V#CLIMXRG BUILD OUT
CONDITIONS).
S. LINVAIR MinKPOLATION OrwoLw LOADS is
ACCE"Aam OTHERWISE USE NEXT HW4" LOAD.
1. ENTER PAR IICHVDUU1 WITH POSITIVE MM LOAD TO DErWIN
outtt#" XLDWAKE SEPARATION PROM THE OPOUNG To ft PROTECTED)
lNrOWMATMN OftWEN LOADS IS ACCEPtAlll OTHEAWTSE USE MM HIGHER
LOAD,
3. FOR OWA"t� O�SIIDE OF THE RVH? AMID OUMM OF ESSRAITIAL
FAaLmas IN ASTM WORD ZOM I THROUGH 3. THE GLASS SEPARATION
SCHIEDULE IS NOT RE4=W AND NO "P~ SEPARATION FROM THE
PROTECTED ONNNG M RIGUMID,
Tm4mN
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J1441' HEX HEAD 70
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ANCHOR NOTES:
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MAGWAISRI PAM AND PRIESSURE11 INDWID
61
12 31' Ml-
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TOPLYWOODL$ACCEPTAOU OPLY FOR S1OZCLOSUIREPftfA�
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a NNW
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FOR WOOD
rANWT
MITTIA, OF N 2 14 WOOD SWV,&-EDGE DIVOR =PST)
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ANCHOR AAID�MAY HAVE
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