HomeMy WebLinkAbout36472 Garden Wall Wayr
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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or Fir.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAID or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU or A.H,U.
Air Handler Unit
FIR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REOD or Req'd.
Required
BK SH or Blk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BLK.
Block
GALV or Galv.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GF1 or G.F.I.
Ground Fault Interrupter
IRS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SID or SID.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BID or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWIR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SL or S.L.
Side Lights
CJ or CIJ
Control Joint
HORIZ
Horizontal
SPECSorSPECS.
Specifications
CLG or Clg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S,F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COIL or Col.
Column
I NT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay.
Lavatory
TEMP or Temp.
Tempered
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
THIKN or Thilk'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O.B.
Top of Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBL or Doi.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DIED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WOW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp,
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
MIL or M.L.
Microlam
UNO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MVV or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E,
Owner's Entry
VL or V. L�
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/orw/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W. C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PL or P.L.
Parallam
VVDW HDR or WDW. H DR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WID
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. FIr.
Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
04/25/12 1.0 NEW BASE PLAN
06/25/12 2.0 GRADE BEAM FOUNDATION
08/11/15 3.0 2015 NEW CODE UPDATE
03/06/18 4.0 1 � %.1 &_ %_f I I I-, -..f �
UPDATES
REVISED SGD,
06/01/18 4.1 A � � r- A r'%
06/07/18 4.2 REVISED DINING WINDOW TO 35-SH
12/19/20 5.0 FBC 2020 CODE UPDATE
— — — — — — — — — — — — — — — - - - - -- r ----------------------------
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1763
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
FIRST FLOOR PLAN
1.2 SECOND FLOOR PLAN
2.1 EXTERIOR ELEVATIONS
2.2 EXTERIOR ELEVATIONS
3 ELECTRICAL PLAN
4 ROOF PLAN
5 FOUNDATION PLAN
6.1 FIRST FRAMING PLAN
6.2 SECOND ROOF FRAMING PLAN
7 LINTEL PLAN AND DETAILS
SIN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
-- -- — ---- - --
S4 DETAILS
S5 DETAILS
S6 DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
D2 SECTIONS & DETAILS
WID WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
PA1.3 PRODUCT APPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION,
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges; will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construcbon site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever, The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and
seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-09404
SCALE : AS NOTED
SHEET NO.
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NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
GUIDELINES TO BE FOLLOWED U.N.C. ON PLANS
VARIES, 2" LESS THAN
CABINETS BELOW
MIRROR SHWR. SHWR. DOUBLE
CURTAIN HEAD RODS
VARIES
/7//
24" TOWEL BAR
ON WALL ABOVE
TOILET
TOWEL BAR
ROD 0-
W
TOWEL BAR IN
TUB OR SHWR.
Li
ON BATHROOM WALL
SHWR.
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0
MEDICINE
CABINET
60
VALVES
1
TOILET
SOAP
PAPER
DISH
HOLDER
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10
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FIN. FLR.
BATHROOMS, SHOWERS AND TUBS
SINGLE
ROD
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CLOSETS / LAUNDRY
VARIES PER
It FLR. PLAN 01
TYPICAL HEADER HGT,
ILI I P_�I_ I L711 I
KITCHEN
42" H UPPER
CABINETS
36" H UPPER
CABINETS
30" H UPPER
1p" FOR LINEN
CABINETS -
1� F R PANTRY
OVERHANGS THAT
EXCEED12"MAY
I
REQUIRE A SUPPORT
BRACKET 36" H BASE
0 FINISHED CABINETS
COUNTER TOP 3 H BASE
00
CABINETS
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80
V-2"
0 2x
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112" GYP
04
BOARD
FIN. Fl
FIN_ FLR,.
64 .1 J
2X P.T. SOLE PLA I E�
SHELVING
ISLAND COUNTER CABINET BLOCKING
1. 26-10"
13'-4" 101-01,,
T-4" V-4"
1'-4"X1'-4" "L"
SHAPE CMU
COLUMN
- - - - - - - - - - - - - -
LANAI
9.
5-0" 10-4- 1
8 8" FLAT CLG. A.F.F.
C?
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TYP. @
2-STORY S
35 SH 6068 SGD HB
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7 8'-8:: FLAT CLG.
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TYP. @ AF I C9
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T-1 LE
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4'-4" 2'-4" 8'-4" �8.. T-10" r. 4,
T_
LO 1/2 WALL (3) 2x4 #2 SPF L
U) PLUMBING LINE LO
x
U) OR RAILING STUDS W/ (3) TO SECOND
C14 FLOOR
PER SPECS 16d NAILS AT I
FLOOR G.T. BASE cq
T- 'BX
� 7, U)
U
1 1 1 Z900 1 §0
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OPEN
'-8" LAT
I C l C L9- -
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TOJABV 2 1 1 1 1W I I I
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6l
LOOR G..
(13) 2x4 # - SPF
I I SHEAR WALL
STUD�SVU-�P OF SLAB 2"
HT-TI6--@-B - IND WALL
71-.1 T-Y 4'-5" 61 _4"Z S3
IN.
a
�N12"x12"CMUw/(4)
10 #5 VERTICAL
Iff ! Ill
P) 00
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ENTRY
8'-8" FLAT CLG
AFF
4`-8"
64"
Q BUILDER TO PROVIDE
C S4 APPLIANCE PROTECTION
S3 H1 HEN REQUIRED PER FBC
W/ USP LSTA 8 STRAPS
(CENTERED) EACH SIDE
U)
OF WALL TO FLOOR
TRUSS ABOVE @ 16" O.C.
W ILL.
= W
U) CO LL
GARAGE
TYP. @
: - X
K 0
2-STOR
LL i_- W
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8'-8" FLAT CLG. A. F. F.
U)
W _J a
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-------------------------------
d
TYP. @
FLOOR G.T.
SINGLE
STORY
-8"x16" CMU COLUMN
W/ 6"xl 2" ABOVE
INTERGRATED INTO K
HB
WALL W/ (2) #5 TYP. @ S4
VERTICAL
GARAGE
- - - - - - - - --
- - - - - - - - - - - - - - - - - - - - -
-.1 - - - - - - - - - - - - - - - - - - - - -
16570 OVERHEAD DOOR
(R)
V-4"
16-0"
1'4"
18'-8" 11�1
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
� +29.7 / -39.7
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 'X 251
2 2
S.H.
13
20 X 38 's
18 2'X 371
4
S.H.
2
15
20 X 63
1812 X 621
2
S. H.
16
20 X 72
1812 X 71 2'
S.H.
1H2
27 1/4 X 26
26 X 25 '
2
S.H.
27 1/4 X 38 3
8
26 x 37 3
4
S.H.
11-15
27 4' X 63
26 X 62 1/2
S. H.
11-16
27 4'X 72
26 X 71 1/2
S. H.
22
373X26
4
36 '
2 X 25 112
S.H.
23
37 4' X 38 '8
36 2' X 37 3/4
S.H.
24
37 3 X50'
4 8
36'X 50
2
S.H.
25
37 3 X63
4
36 1 X 62 1/2
2
S.H.
26
37 3 X 72
4
36 1 X 71 1/2
2
S. H.
DOUBLE 2 WIDE
75" TALL
7312 WIDE
S. H.
32
54 X 26
1
52 21 X 25 2
S.H.
33
54 X 38 3
8
52 1 X 37 3
2 4
S.H.
34
54 X 50 5
8
52 1 X 50
2
S.H.
35
54 X 63
52 1 X 62 2
2
S. H.
36
31+
52 'X 71
S. H.
39X59
40X59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLIT PIL E
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2,OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
FIRST FLOOR PLAN - A.
SCALE: Y4"=1'-0"
General Notes
R302.5 Dwelling/Garage Open i ng/Penetra tio n 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
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
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 (1102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic , crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
I I I I 7T7_71 MASONRY HGT. @ 8'-8" A. F.F.
TYP. 2x FRAME WALL
it' I - 7 1 - I - 1 17"1"777 ll7=1 I BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
FIRST LIVING 728 S.F.
SECOND LIVING 1036 S. F.
TOTAL LIVING 1764 S.F.
LANAI 60 S.F.
GARAGE 379 S.F.
ENTRY 62 S.F.
TOTAL SQ. FT. 2265 S. F.
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
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To the best of the Engineers knowledge, information and belief,
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Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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CONT. HANDRAIL-/'
RETURN TO
WALL DETAIL
A SCALE: NITS
(D
STAIR CALCULATIONS:
TOTAL RISE = 10'-0 3/41'
(16) RISERS AT 7 -9/16
10" TREADS w/ 3/4" NOSING
42" KNEE WALL WITH
1x8 CAP & CASING
USP MP3 CLIP EA.
STRINGER TO BEAM/
FLOOR SYSTEM TYP.
16
15
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A 6
5
2xFRAMED
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1x RISERS
3
(TYP.) 1�
2
(3) 2x12
STRINGERS
"'---2x4 #2 SYP. P.T. THRUST BLOCK
W/(2)- 1/4 x 3 1/2" TAPCONS @
If
16 o.c. AND 3" FROM EA. END.
TYP. STAIR SECTION
SCALE: 112" V-0"
SEE PLAN FOR LANDING DEPTH
MIN. (3) 2x STUDS R
@ END OF LANDINC
BELOW HDR. BEAM
STANDARD (3) 2x1
STRINGERS w/
SIMPSON A35/USP
MP34 CLIP TO
FLOOR SYSTEM 0
LANDING FRAMINC
(2) 2x HDR.
REQ'D @ EN[
LANDING FOF
STRINGERS
CONNECTTC
ce) I
IN
2x FRAMED
WALL
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
2x8 #2 SYP (P.T. IF MASONRY
WALL) CONTINUOUS LEDGER
w/ (3) 16d NAILS @ 16" O.C. MAX.
TO EA. STUD. ((2) 1/4"X3 1/2"
TITENS @ 16" O.C. MAX. FOR
MASONRY WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S.
9'-0" MAX LANDING LENGTH
2x4 #2 SPF STUDS @ 16"
O.C. TYP. @ 2nd FLOOR
EXTERIOR WALLS
3/4" PLYWOOD
DECKING
FLOOR SYSTEM
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BEDROOM 4
8'-0" FLAT CLG.
CARPET
1/2 WALL OR
RAILING PER SP:� �S
2668
OWNER'S
SUITE
8'-0" FLAT CLG.
CARPET
o? G.T.
15'-8"
2668
BF -
140C
REV 10.1.20 CAB
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
8'41
2x4
SYP #2
16" O.C.
SPF#2
91
2x4
SYP #2
16" O.C.
M
SPF #2
>91-01,
2x6
SYP #2
16" O.C.
WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
@ 12" O.C.�
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS -
TECH CENTER
5068 BF'1 I
W. I
LAU
8'-0" FLAT Cl�,G, I
TILE -t
3' 10" 3-11
L] D.
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W1 1/2"
<�>
FLITCH PLATE
<�>
(2) - 2X1 0 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FILITCH 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
<e>(2)
H7
- 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
2)-2X4#2SYPW/1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
TYP. @
U2,/CORNERS
6
<H
V
(X)
MEN
Sim. W/ (1)
MSTAM36
STRAPS @
BASE
C?
80
-
TUB/ SHWR
TILE TO 7'
A. F. F.
C14
H1
(k2 < >1
-HANSON BOX
@ 36" A. F.F.
_J
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-DRYER VENT
THRU SIDE
WALL
-WIRE SHELF
@ +54" A.F.F.
(k
TYP.
U. N. 0.
r3
Sim. W/ (1)
MSTAM36
STRAPS @
BASE
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
__)i
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SIN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
2X25
181 2
S. H.
13
20X383
8
182X 37 3
4
S.H.
14
20 X 50 5
8
18 1 X 50
S.H.
15
20 X 63
18 1 X 62'
2 2
S.H.
16
20 X 72
18 21 X 71
S.H.
1H2
27 114 X 26
26 X 2521
S.H.
1H3
27 1/4 X 383,
26 x 37 1
S.H.
1H4
2714X505
8
26 x 50
S. H.
1H5
27 1 X 63
4
26 X 62 1/2
S. H.
1H6
2741 X 72
26 X 71 1/2
S. H.
22
37 3 X 26
4
36 1 X 25 1/2
2
S. H.
23
37 '4X 3818
36 1 X 37 3/4
2
S.H.
24
37 3 X50'
4 8
36 1 X 50
2
S.H.
25
37 3 X 63
4
36 � X 62 1/2
S.H.
26
3734X72
36 2' X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 1 WIDE
2
S.H.
32
54 X 26
52 1 X 25
2 2
S.H.
33
54 X 38' ,
5212X 37
S.H.
34
54 X 50 '
8
52 1 X 50
2
S. H.
35
54 X 63
52 1 X 621
2 2
S. H.
36
54 X 72
52 1 X 71 1
2 2
S. H.
39X59
40 X 59
N/A
S. H.
DOUBLE 39X59
79X59
N/A
S.H.
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handrails:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
I
General Notes
R302.5 Dwelling/Garage Open i ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
* From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min, of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
MASONRY HGT. @ 8'-8" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
FIRST LIVING 728 S. F.
SECOND LIVING 1036 S. F.
TOTAL LIVING 1764 S. F.
LANAI 60 S. F.
GARAGE 379 S. F.
ENTRY 62 S. F.
TOTAL SQ. FT. 2265 S. F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FACIF D
EXT FRAME 2 x 6 R-19 KRAFT FACED
R-30 BLOWN -IN
CONDITIONED CEILING (INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFTFACED
(GARAGE LIVING)
SECOND FLOOR PLAN A
SCALE: 4"=V-0"
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineedng portions of the drawing pages bearing
Engineers
signature and seal.
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SCALE:
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RAISED BANDS OR FOAM
PER COMMUNITY
SPECIFICATIONS
E E P
C"!
SCORED
STUCCO
N 4". 00
12
15.0
FIBEREGLASS SHINLGE INSTALLED
AS PER MANUFACTURER
SPECIFICATIONS
2ND
T.O.M
------- ---- -----------------
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CEMENTITIOUS
FINISH ON
CMU (TYP)
_____FINFLR
FRONT ELEVATION - A
SCALE: 1/4" = V-0"
9'-0" RIDGE VENT
12
15.0
60
FIBEREGLASS SHINILGE INSTALLED
AS PER MANUFACTURER
SPECIFICATIONS
CJ1WEEP
— — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — —
TEXTURED
CEMENTITIOUS
FINISH ON
CMU (TYP)
T 0 KA
— — — — ]JI — — — — — — — 1____F
LEFT ELEVATION - A
SCALE: 1/4" = V-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
I txterior uovering I
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion- resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SN 1 for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @
Masonry Application: Concrete stub nail, 3/8" (110 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with V dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beahng
Engineer's signature and seal.
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SPECIFICATIONS
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FIBEREGLASS SHINLGE INSTALLED
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SPECIFICATIONS
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12
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— - - - - - - - - -
TEXTURED
CEMENTITIOUS
FINISH ON RIGHT ELEVATION — A
CMU (TYP) SCALE: 1/4" = 1'-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
txterior uovering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SNII for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertical ly/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1 063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1(1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers 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.
UNDERGROUND
SERVICE BY POWER CO.
INTERSYSTEM
BONDING
TERMINATION PER
NEC 17, 250.94
150A/200A INDOOR
PANEL CENTER
MAIN
0
200 amp
150 amp
#14 to lights & outlets
#12:o appliances and GFI
#10 oWH
#8 to Range
#6 to HVAC
200=4/0 in 2" Conduit
— 4 Bare Cu Ground
#4 GROUNDING WIRE
WITH CODE APPROVED
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL
ELECTRICAL
NOTES
Tpical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted,
I =1 _+ ; 1 +1 4 k ; k+ A 4:� P. ; � A
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
e r ca ou e e g s as measure om ns e oor to center ne 0 L e box to be: 16 Arr kgenerai).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
LIL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1,2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
F�
DUPLEX CONVENIENCE OUTLET
I Z±'
Flq��
DUPLEX OUTLET ABOVE COUNTER
KD:W:.P.
WEATHERPROOF DUPLEX OUTLET
O&F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
4-P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
IV,
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
WEN
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USI3 (OPTIONAL)
FV1
TELEVISION (OPTIONAL)
FT7V 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A. F.F.
THERMOSTAT
ELECTRIC METER
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
r I
I ALT I I
AC PAD
L
OPT.
U.C. OUTLET
SWITCH FOR
DISPOSAL
DEDICATED
RECEPTACLE FOR
MICROWAVE RANGE
HOOD PER SPECS
SPEC 3 & 4 KITCHEN
SCALE: 114"=1'-O"
DEDICATED
RECEPTACLE FOR
MICROWAVE RANGE
HOOD PER SPECS
F— — — — — — — — — — — — — — — — — — —
L------------------------------------ J
3"
RECEPT. FOR
ALARM SYSTEM
PROVIDE PHONE / CABLE
AND OUTLET AT TECH
CENTER
GFI @
44" A. F.F.
—ill-3" VTR 1.5" VTR
—111 3" VTR
PLUMBING RISER
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
ELECTRICAL PLAN —A
SCALE: Y4"=l'-O"
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the structural engineering portions of the drawing pages beanng
Engineers signature and sea].
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AM
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ATTIC SPACE
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ATTIC VENTILATION CALCULATIONS - A
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
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Vent Amt
Amt.
Req.)
(Ft.)
Total
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ATTIC
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SPACE
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Total SQ.
SQ. FT.
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needed
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"NOTE —
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
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the structural engineering portions of the drawing pages bearing
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0
o 9 3'-0"x5'-0"x1'-01
u- to W/ #5 @ 8" O.C.
E.W.
NOTE:
0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX T" 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
0 SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
26-0" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
13-4- 101-01,
V-4", T-4" V-41
2'-0" x 2'-0" x 1'-
W/ (3) #5's E.W.
5'-2" T- 10"
2K25z; IQ TY
6--8"
Do
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FOR SGD DOO
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TO MASON'S S
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A
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's
signature and sea] is only for
the structural engineering portions
of the drawing pages bearing
Engineer's signature and seal.
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22-09404
SCALE :
AS NOTED_
SHEET NO.
5
2 M
M TIA-1. L_`
r
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2x BLOCKING
2x BLOCKING
Sim. @
CONNECTIONS
TYP. @
CORNERS
Sim. @
CONNECTIONS
RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIM TE 114NMPH
'A '
VIND SPEED (ALLOWABLE) 08 4 MPH
"XPOSURE CATEG
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA VALUE DENOTES PRESSURE
(SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12]
AREA ROOF 1 2e 2n zr 3e .5r
HIP -35.94 -49.57 -49.57 49.57
10 1
_-77
r7��7 3822 38.22 -60.99 -60.99 -60.99 1 78.58 1
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1 667 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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 1?�1'6) or IY32" EXP. 1 C�116)
TILE: lY32" EXP. 1 (33/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED
AA11'rLJ AQrhA Clgr-7 DC0(2 M ln,4 01/11 0 1111 KIA11 C nD ACTKA CIRA7 DQDQ ()A I" IM11 KJAII Q
- k x . I - k 1
3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
LOW ROOFIWALL---�
TACHED
SHEATHING AT
PER NAILING SCHEDULE
LOW ROOF TRUSS W/—
RAISED BOTTOM CHORD
EXTENSION SEE TRUSS
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
SECTION
SCALE: 3/4"=11'-O"
2x STUDS @ 16" O.C.
w/ SIMPSON SP1 w/ (110) 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.
(2) 2x6 BLOCKING UNDER
2nd FLOOR WALL w/
SIMPSON LUS24-2 w/ (16)
16d NAILS AT EACH END
BUMP OUT� 39
PLYWOOD
FLOORING
FLOOR G.T.
SEE PLAN
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 1 Od x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 1 Od x 1 1/2"
6
HETA16
1810
9 - 1 Od x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 1 Od x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Cd x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HID ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-1/2
K
HD3B*
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 wl (10) 1/4"
X 2 112" SIDS WOOD
SCREWS & (1) 5/8" ATIR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Old x 1-112"
S
VGT-M
4940
3555
wl (116) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT1 5
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
31 00-M 4520-F
31 00-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X" HTS 20 1 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2"
spi 555 535 10- 10d SPT22 735 8 - 1 Od
SP2 1010 605 12 - 10d SPT24 1090 12- 10d
HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Old x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(6)
(A)
I OR 2 PLY
'ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
All — — 11 — I
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 (-). (B
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
(B
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R2PLYCARRIER—J —(A)
INTERSECTIONS SPLICING q'�l 102 x CONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-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.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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JOB NO: 22-09404
SCALE : AS NOTED
SHEET NO.
6.1
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR FRAMING PLAN —A
SCALE: Y4"=1'-0"
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:121-[12:12]
r
0
CY)
C)
F- - - - - - - - - - - - - - - - - - -
L
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CY)
L[
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0 TYP.
U.N.O.
L------------------------------------
-(2) (D
TYP. @ HIP
CORNERS
RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft
'i ND SPEED (ULTIMATE) 140.0 MPH
I ND SPEED (ALLOWABLE) 108.4 MPH
xPoi
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
HIP
ROOF >20 TO 45 DEG.
WIND AREA
VALUE DENOTES PRESSURE
a=4ft
[4:12]-[12:12]
t-f—f AX
G
\
r
(SQ FEET)
(-) VALUE DENOTES SUCTION
AREA
ROOF
1
2e
2n
2r
3
3e
3r
HIP
-35.94
-49.57
-49.57
-49.57
10
GAR' E
1 -38.22
-38.22
-60.99
-60.99
-60.99
78.58
t
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
TY@
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:
(D
SHINGLE: Yjr," EXP. 1 CY16) or 1V32" EXP. 1 (33/16)
!LLL 1V32" EXP. 1 (13/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
D3�
(3-191
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL Bit FASTENED
WITH ASTM F1 667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1 667 RSRS-04 (3" x.120") NAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE
ROOF > 20 TO 45 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
[4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 1 Od x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 1 Od x 1 1/2"
B
HETA16
1810
9 - 1 Od x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8-8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 1 Od x 1 112"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
IF
HHETA20
2120
10 - 1 Od x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Od x 1 112"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (112) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
518" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-1/2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (110) 1/4"
X 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
I
M
VGT-F
4940
3555
wl (16) 114" x 3" S DS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (110) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
IN
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
1000/1080**
---
8-10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 112"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 112"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATIR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED wl USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS,
(2 PLY) OR (28) 16D
SINKERS F R FRAM
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKER FOR FRAME
"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2"
Spi 555 535 10 - 10d SPT22 735 8 - 10d
SP2 1010 605 12 - 10d SPT24 1090 12 - 10d
HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od 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 / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (),
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK
LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS F
INTERSECTIONS. SPLICING 1 1102
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 64" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
ARRIER
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CONT LEDGER
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DETAILS
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Residential 7th Edition, Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load <1 .0
Safe vertical load Safe horizontal load -
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MATERIALS
I . f'c precastTintels 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11" slump.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
1. Refer to manufacturer's specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications,
7/32 wire per ASTM A51 0.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitiuos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
LINTEL PLAN NOTES:
1 THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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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. GLAZJNG INDOORS 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 (11 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1)/2 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 HASA 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 PCIF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
IST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
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 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3, DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DIL + FLOOR LL + ROOF LL
TOTAL DIL + FLOOR ILL + WIL
TOTAL DIL + WIL
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 A6151 A615M-12 MIN. GRADE 40, f'y = 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): ASTMA-185/A185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3"
2"
1 Y2"
Y4 "
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN.15" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
BUILDING DATA 140 MPH
CRITERIA.
WIND SPEED (ULTIMATE)
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ALLOWABLE) 108 MPH
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.11
4.2.5, METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
BUILDING CATEGORY = 11
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
DESIGN WIND PRESSURE:
CONTRACTORS DISCRETION.
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
4.3. CONCRETE MASONRY:
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
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
WINDOWS AND DOORS
NON -MOISTURE CONTROLLED.
CONSTRUCTION
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.,
STEM WALLS.
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
4.14. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
GARAGE DOORS (V = 140 MPH)
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
SINGLE 90 +26.1 PSF / -29.9 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 160 +24.9 PSF / -28.0 PSF
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
SOFFIT +29.7 PSF / -39.7 PSF
4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS,
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
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
ANSI1TPI 1-2014, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
NOTE:
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5. EASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8"
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
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
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
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.
NOTE:
4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
"J"
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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
Fib 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL: Fv 285 PSI
4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8 �3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems including all risers and
-0" of the building side wall.
spray hea s shall not be installed within 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6� FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S,
etc., shall be made with Iffmanent metal or plastic forms. Permanent forms must �e
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9, FBC-R R318.1.5 - C7ncrete overpo� and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be arplied under all exterior concrete
or grade within V-0" of the structure sidewa is.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
by a licensed pest control company before a certificate of occupancy will eissued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
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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 sea[.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
WALL SHEATHING
I I I I 1
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16GAxl-1\2" LONG (3/4"-1" CROWN) ........
MAX ...... .... ...
.f '.1.1 '_I ......... 16GAxl-1/2" LONG (3/4"-1"
STAPLES @ 6" O.C. VERT BETWEEN -'
STUDS (NOTED THUS:-) - OFFSET ROWN) STAPLES@ 6"
STAPLES BETWEEN STUDS AS SHOWN A, O.C. VERT INTO STUDS
I
(NOTED THUS:-)
v
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**
10f
TANK -LESS W/H
CORNER OF
HOME—/ H C G
GARAGE SIDE 000
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STUB -OUT FOR
GAS METER 0 op -1 0
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0
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- - - - - - - - - - - - - - - -1
- - - - - - - - - - -
0 MEASUREMENTS ARE FROM FINISHED FLOOR
0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
0
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.
71-511
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
101-81,
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-911
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4"@ 24" O.C.
6-1
—
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24' - O.C.
15'4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
-
2 x lumber
Double 2 x lumber
DOUBLE JOIST CONS
(Not required if both loa
Filler
1/8" gap
FILL CELL-� STD. 90- HOOK F BOND BEAM
U)
U-1
CONT. #5
STD. 90'
BAR
CONT. #5 HOOK F__1 F_
BAR
TF_
#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 SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJ I TO BE CUT TO ALLOW
FOR BLOCKINGITJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid bil ck all posts from
STUDS
above to bearing below.
SECTION" INT. BRG. WALL
N.T.S.
1/8" min.
JSmallgap 2"min.
2" max. 1
" max.
V
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. T
ight fit
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
2x4/Plywood/OSB we 4" max.
b stiffener 2" min.
required when indicated or 16
1 6-16
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite
Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING J/8" GAP@ TOP sides by 6". - Hangers with sides not containing
WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N3.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
require additional
wall or beam below.*
consideration. Check
k
_f
local building
code for appropriate
details in
One 1 Od box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Q� Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N,T.S.
,
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
D DIMENSION OF LARGEST HOLE
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
2e
or drill flanges
\,(se,
3tch
Web Stiffener Fastener Schedule
Joist Bearing Location
Series [Dejit-h End Intermediate
BCI 5000s
9-1/2"
2-8d
2-8d
11-7/8"
14"
2-8d
2-8d
3-8d
5-8d
BCI 6000s @
BC16500so
9-1/2"
11 -7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-
16"
2-8d
6-8d
BCl 60so
BCI 90se
11 -7/8"
2-8d
3-8d
r 1
2-8d
5-8d
16"
111-7/8"
2-8d
3-16d
6-8d
3-16d
14"
1 5-16d
' 1
d_
6-16d
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls for vertical load transfer _tp;� Plumbing
when load bearing - for lateral support when joists I
meet over wall, or wall stacks directly over wall or
blocking and wall or beam below.*
beam below Load bearing wall must stack over
Joist
When joists meet over wall, provide
I -Joist can be offset
13/4" minimum bearing for each.
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
loc'
he
1314
Use 1 0dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
le 6P>,, L,
2' A
AlY'ROUN 6 6"'
LARGER THAN 1)/2"
D HOLE MAY -DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER
THE WEB. PROVIDE AT e-ROUND IN
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2"
LEAST 3" OF CLEARANCE CANTILEVERS.
8
24"
2-9'
1 32.
3-7.
le. joist
12
I-U'
1�4'
1'-27'
V-2"
1�-3'
1�-9'
2-4
2-11
3-7-
4�2'
4-g-
S-4.
16
'-a"
T-l"
I'-Z'
1�-2"
V-7
2-5"
1-2'
3�4
4-9'
�:T'
6-4"
7-2'
20
'4Y'
111-21
1,-z,
2--a,
3'�--O"
4-171
AT'
t&-44'
7�-11'
8�_1111
24
1'-0"
-2.
�
T'
4-9
9-10"1
7-2'
9-6'
10'-17
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S.
Joist hanger
SIMPSC
w/ (22)
NAILS T
5/8,10
THRU
BOLT
SIMPSC
w/ (22)
NAILS T
R TRUSS
OP PLATE
Ice
TYPICAL SIMPSON MGT TO
BUILT—UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC_
SLEEVE THRU STEM
WALL
L
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
00
FINISH GRADE
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
A
I Install tight to to, flange
4'
FOUNDATION INFO
STEM FOUNDATION
Filler block.
Nail with
10-10d nails.
mount hanger load exceeds 250 lbs.
Install tight to top flange.
Backer block required where top
1/4"-2" gap .....................
r Blockl_____L::��
Backe
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffeners are not required when top
flange is laterally supported by joist hanger, oesn't meet
/ d .
Web stiffner as
/required if hanger
height
0 requirements
0 6 X Joist
depth
— U
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
dT='
417rF
ill, I
#5 REBAR
(2
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S. P. F.
LOCATION OF
SECOND H10A
SIMPSON H10A (WHEN
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
0151 10A
x 1 1 /2'
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION�
4
7
�TT
PLUMBING LINE
PVC OR SCH40 SLEEVE
4
<
SEE FND. PLN I
SIZE & REIN
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION-\
PVC OR SCH40 SLEEVE
PLUMBING LINE
Ir-
..4
<
CID
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
011
TOP (2) #5's x 4'- PVC OR SCH40 SLEEVE
PENETRATION PLUMBING LINE
CENTERED @ PIPE
Fl-
4 .
z I JEE I JEEI 1 4
4
SEE FND. PLN.
SIZE & REINF.
C%J
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications
contained within these
drawings comply with the 2020 Florida
Building Code -
Residential 7th Edition. Engineer's
signature and seal is only for
the structural engineering portions
of the drawing pages bearing
Engineers signature and seal.
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.)
1111� VARIES
INSUL
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@ 16" O.C. W1 (2) 10'-0" (R302.1 1)
16d TOFNAIIS T & R v
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
.PRE ENGINEERED WOOD APPLICABLE.
TRUSS @ 24" O.C. U.N.C.
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & C�
WWF OR FIBERMESH
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) A
MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM �I iW
D3161 -CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
Ml I �=l
CODE 7TH EDITION (2020) 8"
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT
ELEV. VARIESJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=V-10"
5/8" 0 R 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
ALUMINUM DRIP
AL
EE
EDGE
FASCIA
jffALUMINUM
W/A HABITABLE ROOM
12" 2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
SC
CEILING & 8" O.C. WALLS
8"x8"X1 6" KNOCK -OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T. HORIZONTAL
NAILER
8" C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
7,,
TYPE 'IS" MORTAR
ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
/—(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONIC. SLAB
m
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
LU
NOTE: EXTE N D
W1.4XW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
00
M11-
6 M11 VAPOR
BARRIER
If
M�E
,7 4
COMP. SOIL.
T
(COMPACTED TO 95%
El I
I I I
MODIFIED PROCTOR
ASTM D1557)
3" MIN.
CLR.
(2) #5 REBAR CONT.-/
ON 3" CHAIRS TYP.
114" (1 STORY)l
STD. 90 NOOK (SEE
U.N.O.
L�28"
(2 STORY)l
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
� �3
OPT: DEPRESS SLAB 5)/21,
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
O.H.D. RECESS
PAVERS-\
4
SEE A/ S3 OR J/S6 L11T_L1rT__1P1_ I I �,, r-, F-I —,r-.
FOR REINF. INFO. 13" MIN. CLEARANCE
114" (1 STOR") / 1 1-8" (1 STORY w/ DEPRESSED SLAB OPT.)
11 1 8" (2 STOW )
GARAGE DOOR SLAB RECESS rj-J�
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
80
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR Y8" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
(12) 1 Od NAILS
1 /011 (�[%V DI \/AAtnr)r-I n0 -7/1 QII n 0 D
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS
3/8" MORTAR BETWEEN 41' O.C. @ BOUNDARIES, 6" O.C. @
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
5/8"' x 10" "J" BOLT @ 24" O.C. W/ -
z X,)/10
ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24"
A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR
@ 24" O.C.) 2"
z 3 1/2" MIN.
ELEV. 4-3 1/2' A"I i-
\,W U
A.F.F 0
2X4 CONT. U_
L
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH —
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR %" GYP. TYPE "X" @
EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
ONNECTIONS.
S.P.F. DOUBLE
TOP PLATE
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/
(12) 10d NAILS
2x BLOCKING HORIZONTALLY@ INTERVALS
5/8"' x 10" "J" BOLT @ 24" O.C. w/
NOT EXCEEDING 10'-0" (R302.1 1)
2-0/16" PLATE WASHER (TYP.) -
(ALT: 1/2"xl 2" TITEN H D @ 24"
INSULATION PER CHART ON FLOOR PLAN
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.)
SIMPSON SP1 w/ (10) 10d NAILS
"SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
2x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT
6 x 6 W1.4 x W1.4
INCLUDE THE WALL
WWF OR FIBERMESH
ATTACHMENTS
CN D, I
00
GARAGE DEPTH VARIES (3 1'1'2"(min.),- 4"..
(2) #5 CONT. �7
4" V-4" 8"
U.N.O. MIN.
G G� GARAGE SLAB AT STEP B TYPICAL BEARING WALL (cD STEP (q) SHEARWALL
a.) SCALE: 3/4"=V-0" ���3 "SHEAR WALL" SCALE: 3/4"=V-0"
/1-2x S.P.F. STUDS @ 16" O.C.
—4
STUD
LOAD BEARING OR
,,,,,2x
EXTERIOR WALL
8" C M U
1 " x P'. T: S'T U D
SEE CC/S3 OR
#5 VERT. IN FILLED CELL
G/S3 FOR ANCHOR
BOLTINFO.
5/8"x6" "J" BOLTS BOLT
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 1 Od NAILS
2x P.T. PLATE
TYP.
ASSUMED FINISHED
GRADE
MONO OR STEMWALL
FOOTING MONO SHOWN
FOR CLARITY
00
z
NOTE:
*FOR BEARING WALL
Oil
W/ UPLIFT ONLY
_T_ 7-��
FRAME WALL TO C.M.U. WALL C'ONN�ECTION
F
rD
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �K
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\
= zzl- GRADE
00
#'5 R E -0 A R w 0 P T.
I�EEI I I�l I MI I itttl I I.F [11EI I I
1= I 11z: QREFN �NCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 314"=V-0" � S3
EXPANSION JOINT� 13 1 1--- BLOCK WALL BEYOND
---i r-0,H.D. RECESS
4 7
7
-4 1 1 0?
41'
A
SEEA/S30RJ/S6--- -IL1T7—iiL1-1FL1J1 .. �' I --i 111
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS ri
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 U-10" (R302.1 1)
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
E
tj I 1=1 I 1=1 I I=
6 MIL VAPOR BARRIERF >
j=_=
7
3 1/2" MIN.
1/2"(min')- 4"
00
31/21 (min..).-4'f._-,i r=,lLiT,_M
(2) #5 CONT. 4"
U.N.O. MIN.
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
-2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 1 U-10" (R302.1 1)
-INSULATION PER CHART ON FLOOR PLAN
-SIMPSON SP1 w/ (110) 1 Old NAILS
,,,,2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
x
NIS
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W1 TOTAL THICKNESS 7/8" OVER
EA
3RD LAYER 1/8" THICK. K.O. BLOCK
SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
2X FIT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING
BAR
WEEP SCREED INSTALLED
PER MFR INSTRUCTIONS "�'-#3 OR #4 REINFORCING BAR
2� #3 & #4 LAP SPLICE GRADE 40 MIN. y-- 4 S1
Y=
FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [G RAD E 60 M I N. Fy= 6'0'ks],ij
Id I
rl�_E Fir—m 0? I'll Ax I�
.... .... ....
----#5 REINFORCING BAR
=T -I[:-. _. 1 T_. =
I [;A 1- 04
I-111-111-1 — lt.r) I AP RPI IrF
COMP. SOIL. (COMPACTED TO . . \ — 1-1
-11Ij III - '�, r �`. T
95% MODIFIED PROCTOR ASTM ia r:':
D 1557) W31=—.. El r=—.Ml I i-i I I I'D I F
111 116-111-1
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
21' HOLD GYP. BD.
1/2" FROM SLAB
01-011
Off CONT. BEAD SEALA�
A , <
INTERIOR
-3 1/2"
A
CONCRETE NAILS W 1 1/2"
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
4
a IF
00
F_
1 0 R
BARRIER
14" 14"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=1'-0'f
- 2X STU DS @ 24" 0. C. U. N. 0.
GARAGE
��-1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
K
S3
J/ -A
_V_777X� \xx/ xxx/,xxx, \xxy \xxz xxx/\l
-#6 REINFORCING BAR #5 STD. 90 H00H
1/2"(mirl
IYFJ1UAI_IJIzANINUVVAI_L(CVbIlzF CC
SCALE: 3/4"=V-10" S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
1 Od NAILS
2x P.T. PLATE
SPACE ANCHOR
< BOLTS 6" MAX FROM
U-1 END OF 2" x PLATE
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2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 If
O.C, W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
= _71
6 x 6 W1.4 x W1.4 C�!
WWF OR FIBERMESH
C?
8"
TYPICAL INTERIOR BEARING
REBAR DETAILS Il F� WALL w/ UPLIFT rG
SCALE: N.T.S. SCALE: 3/4"=V-0" 1\13�
VARIES
SEE PLAN
FRAME -DOWN FALSE BEAM w/ (3)
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
AT 24" O.C. MAX.
SEE PLAN FOR CONNECTION INFO
1 1/2 RECESSFOR---�7
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BEAM SIZE &
CONNECTION INFO
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7
SEE A/S3/J/S6
MIN 7/16" O.S.B. SHEATHING
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SLAB INFORMATION,
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SLAB STEP & RECESS (,@ S.G.D. M
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SEE DETAIL 16/D1 FOR
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COLUMN TO PORCH SILL
AT 8" O.C.
MASONRYWALLAND
ATTACHMENTS & 18/D1
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TRIM PER PLAN
8" MASONRY WALL
ATTACHMENTS
EXTEND FILL CELLS
TO FOUNDATION PAD
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Flodda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEAD ER
SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
SCREW OFF CAP (3" DIA.)
-----2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
PLATE WALL IS 1 1/2
MAXIMUM INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
2xBLOCKING @ EACH ENDW/ 10d @
V//14"
O.C. FROM EACH HEADER FACE
_--TO BLOCKING
--(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 10d @ 8"
\_
VARIE5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24"O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
I -
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d
(3) 1 Od TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
�-1--_'_—POINT EVERY OTH ER
STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
)A
SIMPSON SP1 w/ (10) 10d___'
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/ ----j
90A
STD. HOOK IN K.O. BLOCK
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
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
Ct
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT
SCALE: N.T.S.
7 5/81, 8" 7 5/81, 8" 7 5/8" 8"
SOLID AREAS ARE
STEEL AND GROUT
12
1_Z2 �!P SEE ELEV.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER��
FULL x x16 BLOCK
SIMPSON SP2 wl (12) 10d
NAILS AT EACH STUD
—DOOR OPEN ING - DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS
u�_I L=_j
FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" BLOCKING
O/C FIELD
F1
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS :-7-
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T.S.
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MOISTURE BARRIER
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED W/ GROUT
I
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
2!f
LMAINSPAN
ROOF TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
TYPICAL SECTION THRU WINDOW � �B
S4
KNOCK OUT —
BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED
)#5 FOR CONCRETE PLACEMENT
0
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F
1
OK
STD. 90*HO 8
7�T
LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
R
L
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
BLOCKING (TYP.)
PROPERLY.
ROOFTRUSS
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
UPLIFT CONNECTOR (SEE SCHEDULE)
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER
TYPICAL
FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
Z SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
rr'
LU
>
i- '4
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
BOTTOM OF M
— �N GB
"�OURED CONCRETE BASE FOR OUNT
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
FOR GARAGE DOOR AND WATER
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
n ok
�Ae, IV
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.) �
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
WALL
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PS PN516Z w/ (12) 16d NAILS
DOOR STOP
- .7 MOLDING TOP
/
2 ROWS 1 Od @ 3"O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
2 x 6 P.T. GARAGE 0
-08,, SPLICE STAGGERED
DOOR
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK � �K
SCALE: N.T.S.
S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUD
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
1 (1)
(2)
(1) LSTA30
4� -91
(2)
1 (3)
(2)
(2)
(1)LSTA30 I
9� -16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
'G
3-ROWS 12d NAILS STAGGERED
C
3
G
@ 12" O/C FOR 2"xl 0" OR
G
GREATER HEADER
I
\--(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
9 EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
9 OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
""-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
A
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
SIMPSON SIMPSON
SP2
SP4
2X STUDS @ 2.
A
A A If
Q /8"x 10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
E
SECTION
--Z
P
KA 11
\_simps6N SP4
U
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ Y816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
S4
F= 2240 LBS
1\ �4
SIMPSON S SIMPSON
P4
SP2
I
r-_ 37— 1 K
� P.T.
-ATE
\-NAILED
INTO
TRANSOM
TRANSOM FRAMING
G
FRAMING
SEE SECTION J/SS
'SS
AND K/SS FOR
ADDITIONAL DETAILS
ILS
TA)
O
RECESS
LINTEL
SP4
SIMPSON SIMPSON
SP4 SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SI
MPSON
SP4
SIMPSON
SP4
SIMPSON
N
SP4
[Spi
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
><-
LU
7. 0
<
CL
U)
2x TOP PLATE-/
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
S TAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL(j
SCALE: N.T.S.
Q4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
3 (5645# SPF)
3 (6970# SPF)
)S (9335# SPF)
N. 8"
PDXIED A.T.R.
I & NUT
'OXIEDA.T.R.
& NUT
OXIED A.T.R.
I & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
2
2X8 P.T. BOTTOM P ATE
I
� OA 11,
5/8"x10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
—2X P.T. PLATE
ROOFTRUSSABOVE
F 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
I
#5 CONT. &
\:�
5/8"X 10" J-BOLTS
@ 2'-0" O.C.
MASONRY WALL
SIMPSON C
SP4
FF
1 Od NAILS@ 4" NAILS @ 6" O.C.
10d
STAGGERED A STAGGERED
TRANSOM FRAMING
-P 0 0
;�t N BEYOND.
PLYWOOD FASTENED TO TRUSSES
I
-_,-""—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
10
& 8" O/C FIELD
SIMPSON SP4 w/ (6) 10d x 1 12" zo
(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD
SP8 FOR 2X8 WALL) SHEATHING
SIMPSON SP2 W/ (12) 10d NAILS MASONRY --
I
5/8"X 10" J-BOLTS @ 24" O.C.
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0-
1
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
18"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
REV. 06.24.22
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020 Florida Building
Code -
Residential
7th Edition. Engineer's signature and seal is only for
the structural
engineering portions of the drawing
pages bearing
Engineers
signature and seal.
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SIMPSON HGAMV
W/
(4) 1/4"xl 1/2" SDS
SCREWS
1/4"x2 3/4"
TO BLOCKING &
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS, (MIN, FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS ---
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAI
UNSUPPORTED,
IF >9" SEE 10/S5 LS
2x4 #2 SYP BLK-G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. �vl (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AN D FASTE N E RS. (M I N. F I RST 4 BAYS)
IF >9" SEE 10/S5
MAX. 9"
BACKNAIL w/ (2) 16d NAILS BACKNAIL wl (2) 16d NAILS
UNSUPPORTED, MAX, 9"
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL
NA
G SCHEDULE FOR S
ING IF >9" SEE 1 O/S5
IF
45'±
45'±
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CROI
BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAILY
4 KI
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
SKER
@ 8'-0" O/C.
@ 8�_O�O/C .
0
EACHJOINTW/(3) 10d
"L" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GAB E TRUSS
EACH JOINT w/ (3) 1 Od &
_----FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
9\. /*
I
BLOCKING
7/16"OSB SHEATHING
END
ATTACHED W/ 1 Od
- GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 0dX3" @ 3" O/C
CORD ATTACHED W/ (2)16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
. . ELD
INTO 2" 6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
DETAIL
2"x4" CROSS BRACE
x
N
APPROX. 8" FROM
/I
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
EA. END
1" BRACE TO EXTEND
EACH JOINT w/ (3) 10d & (2) 10d
(NOT REQ-D WHEN
rAT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-1 " OR
LENGTH (SEE TABLE)
FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
/,/--2x
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
�,-1/2"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NA ILS
ATTACHED w/ 1 Od NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
N,
O.C. FIELD
BOTTOM ATTACHED
X
(2) 16d NAILS
W/ (2) 16d TOENAILS
- - - -
--2x4 "T" ON TOP OF PANEL
.
.
2x4 PANEL BLOCKING @ 48" O.0
FOR 2x BLOCKING BLOCKING, FASTEN WITH
2x4 "T" ON T6P OF PANEL BLOCKING�l 2"x6" P.T. SILL NOTCH 1" BRACE HERE N
WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
FASTENWITH 10dx3" @4"O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. �2x4 "T" ON TOP OF PANEL
INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
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" O.C.
"
" "
"
"
"
1 Odx3" @ 4" O/C L
MOISTURE BARRIER
1/2
x 8
J
BOLT @ 32
O.C. MINIMUM 6
FROM
_�
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
SIMPSON META12 w/ (7)
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE SCALE: N.T.S. �5
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS)
C�!
X-BRACING, AND TOP x SEE STRUCTURAL--,,,,,
ON SHEET S5 FOR 4�
CHORD BLOCKING NOTES AND NAILING
00 00 x Ix
INFORMATION SCHEDULE FOR
SHEATHING DETAIL BACKNAIL w/-/
1�1 2
WOOD TRUSSES bo Co 2"x4" CROSS BRACE ----
APPROX. 8" FROM (2) 16d NAILS
2x4 RAT RUN BRACING
RIDGE FASTENED AT
AT 24" O.C, ON TOP OF EACH JOINT W/ (3) #
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 -16d
2X4 PANEL BLOCKING
AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE (2) 16d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
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
MASONRYWALL 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)
SIMPSON SP2 w/ (12) 10d
-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION r3 SECTION
SCALE: N.T.S. SCALE: N.T.S.
�5 REV. 06.08.22 �5
MAX. 9" 8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 1 O/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
-GABLE TRUSS
x
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
SIMPSON HGAM10KTA W/ (4)
EDGES AND 12"' O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS
B LOC KI N G & (4) 1/4"X2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
2X4 "T" ON TOP OF P LL�
L 2X4 BLOCKING W/
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH
EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS
NON - LOAD BEARAG LOCATI N Fr�
0 �D B.U.C., SAME NUM13ER OF ROWS, SAME SPACING)
r
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: 3/4" V-10"
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9
� �5
SCALE: N.T.S.
SCALE: N.T.S.
S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
S5
GABLE END BRACING DETAIL
TOENAIL
(2) 16d NA
12"
'SH SCHEDULE
�TTACHMENT
SYP BLK'G @ 16" O.C.
J x 0.131
AILS EA. SIDE
2x4 #2 SYP w/ 1 Od
X0.131'. @ 8" O.C.
ALTERNAT ROP
E NON-D
GABLE END DETAI
L
�0
SCALE: N.T.S.
1\ �5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \\-MINIMUM 2'x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
0
z
U-1
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON LOAD
BEARING LOCATION (UNEVEN CLG.)
-
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"X4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
3'-0" - 6'-0"
6-10" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2'"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SIDS
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 W/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
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HIP FRAMING REFERENCE PLAN
20'-0" MAX
2x4 BLOCKING-",-, 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED
10d NAILS 4'
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAI
SCALE: N.T.S.
2x4 "T" BLOCKING
2x4
48" O.C.
16d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" O.�.
TYPICAL
4
L
,A
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL/�__ 6
SCALE: N.T.S.
DIAPH
BLOCKING @
48" O/C
9�1�/"-GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3
16d PER SIDE
SCISSOR GABLE "T" BRACE /`_7
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
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1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4-4' 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) 10d 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 an d seal.
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ROOF FLASHING AND ROOF FLASHING COMPONENTS
TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL
12
INSULATIO
BAFFLE
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 112" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WIB
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL
DIVIDE THE CONCEALED SPACE INTO APPROX. EQUV
11,
AREAS,
FLOOR SYSTEM
ER PLAN
0
7m//�
7\P
4
1/2" HIGH STRENGTH OR 5/8'
GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WD FURRING @ 24" O.0
BASEBOARD
11 F
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
4
= E A A
4
C14 —]]I— . .. A. '\'A A4
T19
-, 1=1 I 1=1 I I=
A '.
:A
I KI
6X6 W1.4XW1.4
4
I�E�i 1511511 1E I
WWF OR FIBERMES�H —11 -.7-
A
_TI FII-=T I [=-I III
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE W/ ASTM D7158-CLASS G or
H, orASTM D3161-CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
FRAMING SHEET FOR
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
UJI
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
Uj
Uj
=
3�� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
MET AL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
LU
LAYER 1/8" THICK.
INSULATION PER
CHART ON FLOOR PLAN
(" B�R
M*�
���S �6
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
Cl)
LL_
LU
0
fi
4"x4" INSPECTION PORT AT
M
a_
EACH FILL CELL TYPICAL
LU
U)
AT GARAGE CONTRACTOR
LID
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
410 6" BELOW GRADE
INISH GRADE
00
\-STD. 90'HOOK
(3) # 5 REBAR ON 3" CHAII R (SEE DETAIL)
W/3" MIN. CLEARANCE 4" V-8"
TYP 2—STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=1'-0"
S6
SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL ------
BAND JOIST
*S I M PSO N LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1 st FLOOR WALL'
'N \
SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
-END SHEATHING TO
)F BEAM OR GIRDER
,TE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: * USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
'IT" CORNER
TYPICAL "T" AND CORNER
DETAILS
SCALE: N.T.S.
� �6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
CID
-1
SEE FRAMING 4. --WEEP SCREED
C) z
2
PLAN INSTALLED PER MANUF.
P\
__F \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2"
2"x4" CROSS BRACE @ 48"
O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS
BLOCKIN
E N D WALL W/ (2)1 Odx3" @ EA. G & MIN. 4" EMBEDMENT
END INTO 2"x4" BLOCKING IN KO BLOCK
at
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR
I
PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" "",,,,�6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1"'
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSc
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
TRL
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEPSCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
SCALE: 3/4"=1'-0"
ffM1101
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=l'-O"
�6
NOTE: SEE TYPICAL WALL
�
SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT
5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 10'-0" (R302.1 1)
EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 1 Od
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C.
TYPICAL TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
. ±_ - _�.A_ --a.-
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V-�'(3)#51CONT.ONT'
1'-8" 8" CHAIR W/ 3" MIN.
_8"
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0"
ADDITIONAL SLAB INFORMATION.
15132" OSB r —ii ii
EXPOSURE1
SHEATHING
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1/2" S
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SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
1 LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
IFLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O�C.
STAGGERED FOR SHEATHING
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM /8"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
Ld
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN
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NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL
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WALL SHEATHING INSTALL.
rc
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REVISION 12-7-2020
?/0'
2 ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
1.
2 X10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
§
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
BOX HEADER (1) 2x SILL PLATE W/ (2)
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
SEE PLAN FOR REQUIRED- -
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS /
2x BLOCKING HORIZONT
k"-y
@ INTERVALS NOT
EXCEEDING 10'-0" (R302.
11) �'
5/8"DIA. x 10" "J" BOLT W1 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4XW1.4
WWF OR FIBERMESH
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ALTERNATE FOOTING
M
S6
8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X2 1/2
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
KS
STUDS
-
JACKS
STUDS
SIMPSON
EA ND
EA END
EA END
EA END
1'4
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(3)
1 (2)
1 (3)
(2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. F I RST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA, STUD
T. PLATE
2X P
WEEP SCREED INSTALLED PER. MANUF.
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0"
ADDITIONAL INFORMATION.
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the tructural engineedng portions of the drawing pages bearing
Engineers signature and seal.
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NOTE:
THESE DETAILS ARE NOT PLAN
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STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUI
NAILED MATCH NOS
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ALIGN THIS STUD WITH
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fkRS IN WALL
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N �GX
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FOR STRAP
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AND NAILED TO FLOOR WITH GLUE
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IZ AT STRINGER CONTACT POINTS
NAILS)
(I EW "All
SECTION VIEW 111311
-
SCALE: 1 1 1-01, SCALE: 1 1'-0"
iALIGN THIS STUD WITH FACE OF 2nd RISER
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MAI NTAI N BETWEEN -1"
4
AND -1" GAP TOP AND
2
BOTTOM, GLUED AND
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2x4 BEHIND RISER
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SCAB 2x4 GLUED AND NAILED (EACH
2xl 2 SYP
STRINGER FSI DE) TO BOTTOM EDGE OF 2xl 2
STRINGER
2x4 DRAFT RISER AND TREAD
STOP
-2x8 SYP DRYWALL STOP MUST
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4-2X4 BLOCKING FOR 2X12
C-
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/// I / X//
ROVIDE MOISTURE/
TT PROTECTION
L ONEN S
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ATTACH ALL COMPONENTS
I
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OF STAIR TO CONC. W/ X
3,, T PCO M .0 C
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24 TAPCONS @ MAX. 32" O.C.
1x4 GLUED AND
-ATTACH ALL COMPONENTS
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2 -41" TAPCONS @ MAX. 32" O.C.
G-1
TOP OF
STRINGER
61,
1x4 GLUED AND NAILED TO STRINGER
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2x4 DRAFT
2x8 SYP DRYWALL STOP
1--A-MUST
NOT TOUCH
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G
BEARS IN WALL
2x12 SYP BEARS
E
IN WALL
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SIMPSON A35
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OR LSC EACH
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2x6 SYP
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SYP BLOCKING
OPTION: 2X4 CUT ON
FOR STRAP
BEVEL GLUED AND
2x4 PT NOTCHED INTO STRINGER
(SIMPSON MTS12 w/
NAILED TO SUPPORT
(14) 1 Od x 1 1/2"
W/ SIMPSON H3
AND NAILED TO FLOOR WITH GLU
NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "ID11
SCALE: 1 V-0"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
—2x SYP CUT TO FIT
BEARS IN WALL
_----2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: V= l'-O'
NGER
3LUED
NAILED
SECTION D—D
SCALE: 1 V-0"
—3/4 PLYWOOD
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
ON DECK
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
N�-I�x8
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x 1
SYP GLUED
BOTTOM, GLUED AND
1/2 NAILS)
A----2x4
AND NAILED TO
NAILED TO STRINGER
FRAMING
DRAFT 2x12
STOP TREAD
2xl 2 TREAD
GLUED
GLUED AND
AND
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NAILED---\
2 x
DRAFT S�P
2x4 PT NOTCHED INTO
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED\
\t?x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONED
INTO FLOOR WITH GLU
NOT TOUCH STRINGERS
L/
INTO FLOOR WITH GLUE-�
AT STRINGER CONTACT
2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
AT STRINGER CONTACT
POINTS
-1/
x4 GLUED AND NAILED TO STRINGER
POINTS
FOR DRYWALL SPACING
H SECTION VIEW
SCALE: 1,-0,.
H
2X4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
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NAILS)
DRAFT S-�P
x8 SYP DRYWALL STOP MUST
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, /(-,. L ED AND NAILED TO STRINGER
KOR DRYWALL SPACING
SE
SECTION VIEW "E"
SCALE: V= V-10"
CTION VIEW
SCALE: i,-o,,
2
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NOTE: 2x8
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11C11
SECTION VIEW
SCALE: 1 V-0"
FLOOR TRUSS OR CONN. TO BOTT
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7
7.
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OSB OR PLYWOOD
OR 1 14"X16" LVL
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@ 6" O.C. TOP, BOTTOM
ANDVERT.
SECTION VIEW "G11
SCALE: 1 V-0"
SECTION VIEW
/F
SCALE: 2 -0,
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWELPOST
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STAIR CONSTRUCTION DETAILS
(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 T-0"
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ER P.T. TO PRODUCT TO PRODUCT
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APPROVAL FOR CONN.
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(2) ROWS 3/16" x 3-1/2"
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TAPCONS TAPCON @ 16" O.C. & 4". L2X8
TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8
BLOCK@ SPACING
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PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS
1x4 P.T. & 1x8 P.T. 3" DETAIL
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ki I vo/
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TO PRODUCT
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3/1
2x8 P.T. w/ (2) ROWS 3/16"
V11
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MIN. 2" EDGE DIST,
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2x DETAIL
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.3-1/4" DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf cc
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
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EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO \
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 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 OSI3 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
SCALE: N.T.S.
I',, �S
A
INSTALL WDW. SCREW ANCHOR --I
INTO ARCH BLKG. PER
INSTALLATION DETAILS
BLOCK HEADER
1 X4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW----'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
21-011
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO��)
/4" MAX
2'-0"
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B. ON T
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
_�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
EQUAL
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS
THRU OSB INTO 2 x 8
ARCH DETAIL
B-13 rK
SCALE: N.T.S.
1\ �S
)0 S B ON T
1��ULATION
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
2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAID.
SECTION
B-B
8"
PROVIDE 2x
PROVIDE (2) MIN.
CONT. W/ (3)
TAPCON AT EA. SIDE
12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4'MAX. RAD.
EQUAL
MAX. 8"
PROPER INSTALLATION
#5 REB,
(TYP,)
STD. 90'
FILL SOLID
HOOK
BOTH CELLS
N
7 7
T
77� F
NOTCH WEB AT
±5 A
FIRST 2 COURSI
APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY I NSTALL SIM PSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY
SEE
TRUSS COMPANY OR
PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS IMPSON
AW/ (10) —
2X6 TO 2X4 H2.5
8d NAILS
y
---M : F, -
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
JACK TRUSS PROVIDED BY---/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH
.
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
�S
L
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.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
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
W W M AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
4 EXPANSION BOLT (2
WHERE THIS CONDITION
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
OCCURS
OCC
#5 CONT. TOP & MID
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
6-0"
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
//F-F.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
HEI I 1E I IT—='
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
GRADE
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6' MIN. LAP
1%
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
C14
REMAIN FREE OF MORTAR.
NOTE:
co
z
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
<�
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
A
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
f20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
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
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
FILLEDCELLPER
FOUNDATION PLAN
�R
YP.)
THE
�S
I
BRG WALL TYPE
I
PER PLAN 1
F CHANNEL, _4_1
UNACCEPTABLE INSTALLTiON
DO NOT DO THIS,
#5 REBAR (TYP,)
104
#�TD. 90- HOOK (TYP.)
B @ FIRST COURSE
4(#
FILLED CELL INSTALLATION H
SCALE: N.T.S.
Ss
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
FASTENED PER
NOTE 2 BELOWL--�-�
CONT 2x4 NAILED TO
BLOCKING W/ 2-12d NAILS
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
1-3/4" TRIM PAINTED
SS NAIL w/ 5/16" HEAD
DIA. @ 24" O.C.
L CONT VENTED OR SOLID SOFFIT
2x BLOCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W1 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
- CMU w/ T NAIL.097" DIA. @ 24" O.C. wl 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-10" FOR ALUMINUM SOFFITS W-ITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
0
"i 4
++
+
+ +
+
+
+
+
+
+
+
+
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
REQUIRED TO
+
SUPPORT SOFFIT
+
++
OENTER SOIFIT
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0
SECTION @ ROOF EXTENSION
SCALE: 3/4" V-0"
v.FF.RHFFT n9 ANn
SIMPSON HTT4W/(18) 10d x 1
5/8" DIA. ALL THREAD ROD
EPDXIED W/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE: 1,
>_
I=
z
0
U)
<
U_
LU
<
Cn
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOISTW/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
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 1st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHANG
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
NISH
A
-
A'
#5 BAR
X
V 1.0"
t>
CENTERED W/
<
- . , * --%��01%
IN TOP
CD
.
-0
KNOCKOUT/
N
CHAIR BLOCK
MONO FOOTI
b,
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
Jo
DIRT
A
C)
ffS—TANDARD
H K
gy 00
-1
CN
#5 BAR IN
FILLED CELL
It 1.
It L, v 1,
L It
n.
T Me �.,
Sk
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING
REINF. PERLAN
AND STEMWALL
SECTION DETAILS
SCALE: 3/4" V-0"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT 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"xS' MIN. HOLE
ET BAR IN EPDXY
S
I EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
CONC.
(2) #5x6' IN
FILLED CELL
SAW CUT
SE
(-A CTION
I SCALE: N.T.S.
Qi�
SCALE: N.T.S.
C=
C"14
00
mi , -
LU
-5 ca
4.5
M
-,, Q: -M
r Z
t:
E
F
r
z
<
r-,\ C-4
10
- � \
P'E S
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
W
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NO
22-09404
SCALE
AS NOTED
SHEET NO.
SS
7 1� F, N I
r
4_
5-
14
)4
CROSS BRACING DETAIL (TYP.)
SCALE: N.T.S.
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN
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.
CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 W/ (24) 1
Od x
1 1/2" NAILS EACH
IN
PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C.
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
2X4 BLOCKING I
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. A 4 .
----/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: N.T.S.
PORCH SLAB SEE EXTEND
FOUNDATION PLAN SLAB 1 1/2"
X-7 --y—
%
% (2) #5's CONT. T&B w/
4' #3 STIRRUPS AT 4'-0"
DEPTH
EXCEEDS 30"
- GRADE
= z
C14
PORCH SILL
SCALE: N.T.S.
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2 (2) #7X 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 RAFTERS FOR SPANS 4FT TO 8FT
2X4 RAFTERS FOR SPANS LESS THAN
4FT @ 2-4-O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
3
SCALE: N.T.S.
r3
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SEE FLOOR PLAN SEE PLAN FOR
FOR BRG. OR REQ'D STAIR INFO.
NON-BRG, WALL IF CONCRETE STAIRS
FORMED & POURED
W/ (1) #5 EACH STEP
27
LU
4" Z U)
<=
PORCH SLAB SE C\j
FOUNDATION PLAN LLI
LU
U)
-Z
W Nr
(2) #5's CONT. T&B LU I
z
W/ #3 STIRRUPS AT
4'-0" WHEN DEPTH
z -LOWER OR
EXCEEDS 30"
GARAGE SLAB
SEE PLAN
V-4"
AL
LARGE STEP DOWNK__1�7
SCALE: N.T.S.
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
,,�ROOF
SEE
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
N SHI
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING PACK
MAX 24" SPAN (EITHER IP
SIDE OR BOTH IF REQ'D
T
H
G
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE 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.
-1
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION FLOOR
CONNECTION r2 2
SCALE: N.T.S.
SCALE: N.T.S.
WOOD POST. SEE FLR
PLAN FOR SIZE & BASE
CONNECTION _TPSEE
LAN
XTEND
SLAB 1 1/2"
(2) #5's CONT. T&B w/
#3 STIRRUPS AT 4'-0"
WHEN DEPTH
PORCH SLAB SEE 7
EXCEEDS 30"
FOUNDATION PLAN
GRADE
C-4
z
1'4"
ENTRY PORCH SILL
SCALE: N.T.S.
WOOD OR MASONRY
ABOVE MASONRY
PIER SEE FLOOR
PLAN FOR COLUMN
INFO
1 0
COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5
z
0
Uj
U)
!1k
WOOD OR MASONRY ABOVE
MASONRY PIER SEE FLOOR PLAN
FOR COLUMN INFO
INTEGRATE MASONRY
KNEEWALL INTO CMU BASE OR
MAIN HOUSE PER ELEVATION IF
REQUIRED
MASONRY KNEE WALL MAX 3
W/ (1) #5 CONT
REQ'D @ MID
r I
T
. FILLED CELL VERTICAL EACH
SPAN MAX 6'-8" CORNER FILLED
SOLID. SEE ELEV. /,-
Ak MAX 3
FOR BASE SIZE
'�FCOURSE
(3) #5's EA. WAY---\ �-
I
x- - -X-,
- - - - - --
7_7
-
LN
18" %
PORCH SLAB S
Ak SLAB
FOUNDATION PLAN----'
LEVEL
(2) #5's CONT
T&B w/
LA
.
SEE CUT
CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0"
SECTION FOR
MIN 3" x 3" WEEP HOLE WHEN DEPTH
MORE INFO
ALONG W/ PITCHING SLAB EXCEEDS 30"
1'4"
TO DRAIN WATER
KNEEWALL OPT. (ELEV TO INDICATE)
MASONRY COLUMN
—
ENTRY PORCH SILL 16
SCALE: N.T.S.
SIMPSON LSTA18
W/ (12) 1 Od NAILS
CENTERED AT
SPLITTOTIE
BEAMS TOGETHER
TOP COURSE TO
BE CHAIR BLOCKS.
ENTIRE BASE TO
BE FILLED SOLID
SEE ELEV. FOR
BLK HG
-#5 REBAR CONT
@ SLAB LEVEL
-EXTEND SLAB
1 1/2" BEYOND
BLOCK FACE
EXTEND
SLAB 1 1/2"
L.SEE PLAN L.
------------
SIMPSON HUC410 w/ (14)
16d INTO HEADER & (6) 1 FOR CANTI
10d INTO BEAM - SEE
I ROOF PLAN FOR MORE
I INFO
I
I
SEE FLOOR PLAN FOR
L-7/16" OSB FLITCH PLATE
F COLUMN SIZE& BASE
I
SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN
FOR COLUMN SIZE INDICATED ON BM.
& ADDITIONAL INFO.
L SCHEDULE/PLAN
____--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
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 KA
R
SE
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON (2) HTS20 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
Ng�� TOP OF BEAM '�q�
I` vai
SEE PLAN FOR
CANT. IF
INDICATED
0.
01
CORNER SEE FOUNDATION
, Lt— PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
4 0 ill a 11104
SCALE: N.T.S.
MIDDLE
BM SPLICE OVER
CENTER OF POST
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF �_LOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL K7
SCALE: N.T.S.
2x4 #2 SYP NAILER, NA
TO STUDS w/ (3) 16d @
EACH STUD - TOENAIL
EACH TRUSS TO
NAILER w/ (3) 1 Od
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.
ROOF AND EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
VERIFY FLOOR JOIST W/ RIM
BOARD OR FLOOR GABLE W/
FRAMING PLAN
SIMPSON LUS26 W1 (8) 10d
NAILS OR IF 2 PLY TRUSS
SIMPSON LUS26-2 W/ (8) 16d SEE FLOOR FRAMING PLAN
AND J/S6 FOR MORE INFO.
NAILS TO LEDGER
VERIFY WITH PLAN FOR
2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
INTO END OF EACH FLOOR
BLOCKING INFO)
TRUSS, 24" O.C. MAX. (AT EACH
SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
EACH SIDE) (TYPICAL)
SECTION AT LOW ROOF
9
SCALE: 1/2" 1'0"
Y2" CDX PLYWOOD OR Y16" O.S.B.
SHEATHING REQ'D FROM BOTTOM
OF WALL TO ROOF SHEATHING
ABOVE W/ 8d NAILS @ 4" O.C. IN
FIELD, EDGES & BOUNDARIES
SEE PLAN MAX.
24" STEPS
SEE PLAN FOR OPT.
STAIR INFO. IF
CONCRETE STAIRS
FORMED & POURED
W/ (1) #5 EACH STEP
GARAGE OR
LOWER SLAB
SEE PLAN
A 4,
A
04
COMMON TRUSS
W/ INTERIOR BRG.
SEE PLAN FOR
CONNECTIONS
INFO.
-----7RUSS/
AqFOP WAL
'-,WSEE PLAN
MIN. (2) 2x8 #2 SYP
HEADER. SEE Q/S4 FOR
REQ'D CONNECTIONS
2X4 #2 SPF STUDS @
12" O.C. W/ USP SPT22
@ BASE & SPT24 @
TOP
2X4 #2 SYP P.T. PLATE W/
%" EPDXY ANCHOR OR
J-BOLT OR Y2" TITEN HD
2"�
1 ANCHOR @ 24" O.C. W/
11 A
MIN. 6" EMBEDMENT
A 4A 4. 4 _x_
X A
MAIN HOUSE
A
SLAB
. ... : 7
d4 4�
A..
(2) #5's CONT. T&B
.4 W/ #3 STIRRUPS AT
A
4'41 WHEN DEPTH
4
4 EXCEEDS 30"
9.
1'4"
SECTION GARAGE MON
SCALE: N.T.S.
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engineering portions of the drawing pages bearing
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--------------------------------------------
(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED
ON FLOOR SYSTEM TO MASONRY WALL
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 10d
NAILS (G.C. TO INSURE SOLID BLOCKING
IS INSTALLED).
EXT. SHEATHING
FLUSH W/ TOP
OF MASONRY & 8d
NAILS T/B FLANGE
DS ,
Of' A I E K I -r 0
SCALE: N.T.S.
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SECTION CORNER CAN NOT BE INSTALLED
FRAMING ATTACHMENT
N.T.S.
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
VERIFY W/ PLAN
SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
JAMB STUD
SIMPSON SP2 w/ (12) 1 Od NAILS
2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP -7
SIMPSON LSTA24 w/(18) 10d NAILS
TyP.j
2- x4SPF
SIMPSON CS16 w/ MIN. 12" END
V
TOP PLATES
LENGTH ON STUDS W/ (11) 1 Od
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
AT 16" O.C. U.N.O.
SIMPSON SP1 w/ (10) 1 Od NAILS
(2) 2x HEADER
SEE PLAN
5/8" A.B. @ 24" O.C. AND 6" FROM
EACH END W/ 7" EMBEDMENT. IF
F
P'.11
AT STEP DOWN LOCATION, MIN 7
2xSPF
EMBEDMENT PAST STEP.
BASE LATE
4EERED SIMPSON SP 4 w/ (6) 1 Od x 1 1/2" (USE
C
B B
C
FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
EWALL OR
BEAM WALL) AT EACH STUD AT HEADER
JAMB CONDITION OR IF BUILT-UP
(2) 2 x 4 SPF
STUDS ARE w/IN WALL SYSTEM A.B. TO
TOP PLATES
BE SPACED W/IN 6" FROM OPENINGS
AND MULTIPLE STUD PACKS
2 x 4 #2 SPF STUDS
z
INTERIOR HEADER
AT 16" O.C. U.N.O.
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN
EXTERIOR HEADERS
F
F
F
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2 x 4 P.T.
OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
D
BASE PLATE
W/ SI M PSON LS30 wl (6) 1 Od x 1 1/2" EACH S I DE
IL
16"
1 SEE FOUND. PLAN FOR FTG. REQ.
STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
ATTACH STUDS w/ (3) 12d TOENAILS T&B
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
AND EXTERIOR
ATTACHED PER NAILING SCHEDULE
5�
FOR EXTERIOR 2 STORY WALLS ONLY.
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S.
LOWER ROOF.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL
CAN BE IGNORED
SIMPSON LSTA30 w/ (22) 1 Od
SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR
NAILS BENT OVER TOP PLATE
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
THEN DOWN THE FACE OF
HEADER/STUDS
(2) 2X SPF TOP PLATE
2x CRIPPLES @ 16" O.C.
(2) 2x HEADER SEE PLAN
W/ (2) 12d TOENAILS T/13
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
(2) 1 Od TOENAILS AT EACH
EXTERIOR HEADERS
END OF SILL (MAX. OPENING
(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
LS30 wl (6) 1 Od x 1 1/2" EACH SIDE
BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 1 Od x 1
MIN (3) 2x #2 SPF STUDS @ END
1/2" IS TO BE INSTALLED AT
OF HEADER SEE Q/S4 FOR
EACH END
REQ'D JAMB INFO
2x CRIPPLE AT EACH
SIMPSON LSTA30 w/ (22) 10d NAILS
END OF OPENING
CENTERED
NAILED TO STUD PACK
FLOOR DECK
W/ 1 Od NAILS @ 8"o.c..
FLOOR TRUSS/ I -JOIST SEE PLAN
SEE PLAN FOR BEAM
SIZE & CONNECTIONS
HEADER CONN.
@ 2nd FLOOR
W/ HIGH BM
r9
SCALE: N.T.S.
(2)- 12d
TOENAILS 2x4
TO TRUSS TOP
GABLE END FLOOR
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
MASONRY WALL
G) BELOW AND ALT.
BLOCKING INFO
1. APPLY SUB
FLOOR
ADHESIVE TO
2x4 CONTACT
11�� I SURFACE
2x4 #2 BLOCKING
Z2
NOTE: VERIFY WITH FLOOR
2x4 SIDE BRACE
FRAMING PLAN FOR I -JOIST
AT 48" O.C.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
CORRECT BLOCKING
w/ (3) 12d EA. END
REQUIREMENTS
TO HORIZ.
BLOCKING
1-1/8" RIM BOARD
JOIST SEE PLAN
8d NAILS @ 3" O.C.
WALL SHEATHING
(2) 12d TOE NAILS TOP
TO RIM BOARD
& BOTT. CHORD
AJS BLOCKING PANEL @ 24"
O.C. (MAX) AND @ EACH
GABLE END RIM JOIST-
END OF WALL UNDER
SEE R/S6 FOR
CORNERS
CONNECTION INFO TO
(2) - 10d TOE NAILS
MASONRY WALL
EACH SIDE
BLOCKING
DETAIL
SCALE: N.T.S.
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET
OR BOX HEADER IS USED
CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
(1) S I M PSON LSTA30 w/ (22) 1 Od—
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
THEN DOWN THE FACE OF
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLES @ 16" O.C.
1 Od x 1 1/2" EACH SIDE
W/ (2) 12d TOENAILS T/B
SILL (MAX. OPENING WIDTH 4 FEET).
IF OPENING IS GREATER THAN 4,
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS
PACK W/ 1 Od NAILS @ 8"C. C.
TO BE INSTALLED AT EACH END.
PLYWOOD ATTACHED PER
TYPICAL BLOCK WALL-------_
NAILING SCHEDULE
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON MSTAM36 W/ (7)----
TIE BEAM
1 Od NAILS & (4) 1/4"x2 1/4"
TAPCONS
PROVIDE BLOCKING
BELOW JAMBS
HEADER CONN. @ 2nd FLOOR
SYSTEM 42 SCALE: N.T.S.
A
SEE SS FOR RETROFIT
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
1 Od NAILS BENT OVERTOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
FACE OF HEADER/STUDS
2x CRIPPLES @ 16" O.C.
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
@END OF HEADER. SEE
EXTERIOR HEADERS
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLE AT EACH END OF
1 Od x 1 1/2" EACH SIDE
OPENING NAILED TO STUD
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
FEET BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
SIMPSON (2) MSTAM36 w/ (7)
TP TO BE INSTALLED AT EACH END.
1 Od NA I LS & (4) 1/4"x2 1/4"
TAPCONS
FLOOR DECK
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
HEADER
CONN. @ 2nd
FLOOR
[DOUBLE STRAP]
SYSTEM 42
SCALE: N.T.S.
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
(3) 2x # SPF
STUDS w/ 10d @
8" O.C. EACH SIE
U.N.O. ON PLAN
2X CONT. RIBBON -
TYPICAL BLOCK
WALL
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
1/4" TITENS
GIRDER/COL. CONN.
)R 2 PLY GIRDER
IkUSS. SEE PLAN FOR
)NNECTION.
:_E PLAN FOR CONN.
- 2x SPF TOP PLATE
FLOOR DECK
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
2nd FLOOR
SCALE: N.T.S.
PLAN FOR CONN.
SEE PLAN FOR
COL. SIZE
NAILING AREA (TYP.)
41��(2) SIMPSON MST37
STRAPS w/ (42) 16d NAILS
FLOOR SYSTEM OR
2-STY. FRAMING
BAND JOIST & BLKG.
OR LVL GIRDER
(BLOCK SOLID)
SEE PLAN F?7
COL. SIZE
SIMPSON HTT4 w/ (18)
16d NAILS & 5/8"
ANCHOR BOLT w/
MIN. 6" EMBEDMENT
(1) SIMPSON LSTA30 w/ (22)
1 Od NAILS BENT OVER TOP SIMPSON SP4 wl (6) 10d x 1 1/2"
PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8
FACE OF HEADER/STUDS FOR 2x8 WALL)
@ 24" O.C.
2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
(2) 10d TOENAILS AT EA. INTERIOR HEADER
END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING WIDTH 4 FEET. EXTERIOR HEADERS
IF OPENING IS GREATER
THAN 4 FEET BUT NOT (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6)
A SIMPSON LS30 w/ (6) 1 Od 10d x 1 1/2" CLIP EACH SIDE
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END % MIN (3) 2x #2 SPF STUDS @ END OF
HEADER SEE Q/S4 FOR REQ'D JAMB
INFO
2x CRIPPLE AT EA.
END OF OPENING S I M PSON LSTA30 w/ (11) 1 Od
NAILED TO STUD TO STUDS ABOVE PLATE
PACK w/1 Od NAILS FLOOR DECK
@ 8"o.c.
SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN
WINDOW JAMB TO
FLOOR TRUSS/ SOLID
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
HEADER CONN. @ 2nd FLOORr_4'N�
SCALE: N.T.S. � j
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
SEE INFO BELOW ON CONNECTIO1
TALL. (CONTRACTOR MAY USE RT_
CLIPS) NAIL BACK LEG OF CIPPLE'
HEADER w/ (2) 12 TOENAILS
HEADER FLUSH TO OUT%c
DOUBLE 2x6 OR 2x8 TOP
PLATE SEE PLAN
12d NAILS AT 6"
O.C. TYP T & B
(2) 2 x #
SYP U.N.O.
2 x CONT. T & B
UNDATION PLAN
FOR FTG. REQ. 2x CRIPPLES TO
MATCH JACK
2 STORY COL. @ GIRDER STUDS BELOW
SCALE: N.T.S.
2x4 STUDS
PER PLAN
DOUBLE 2x4
TOP PLATE
2 WS 10d @
3" 0/
PROVIDE 2x4 ON
TOP OF 2x8 TO
BLOCK OUT TOP
PLATE ATTACH
W/ (2) 10d NAILS
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8 ol
STUDS
2x8 STUDS
PER PLAN
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
TOP SPLICE
DOUBLE
2x8 TOP
PLATE
2x4 W/ 2 ROWS
OF 1 Od NAILS
@ 3" O.C.
(2) 2x8 OR (2) 2x6 TOP
PLATE SEE PLAN
(2) 2x HEADER TO SIT
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
CONNECTION
SEE STANDARD HEADER
CONNECTION DETAILS FOR
MORE INFORMATION
SIMPSON SP6 w/ (6) 10d x
1 1/2" (USE SP8 FOR 2x8
WALL) @ 24" O.C.
BOX HEADER
(2) SIMPSON LSTJ2 w/ (10) 1 Od (2) 2x TOP PLATE
-NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/
OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT
P N P w/(10)10d
lu�u
NAILS AT BASE
'PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
STUDS w/ (2) SIMPSON HTS20 w/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
(IF CRIPPLES ARE LESS THAN 8"
LONG NO STRAPS ARE REQ'D)
--------------
---ADDITIONAL STRAPS
.--SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
-(2) SIMPSON LSTA24 w/ (18) 10d NAILS \_ (2) 2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
SEE Q/S4 FOR REQ'D JAMB INFO
SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
(2) 2x SILL PLATE
2x STUDS @ 16" O.C.
ALT. HEADER ANCHOR
SCALE: N.T.S.
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
VONDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BIJCK------\
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
VIANDOW FRAME
WINDOW BUCK
S WINDOW BUC
ACROSS WINDOW BUCK
END To
AND EXTEND TO
-WINDOWFRAME
MASONRY
RY
ATTACHED
PER CODE
6) TOOLED SEALANT
_D LANT
REQUIREMENTS
BEAD BRIDGING
,I )GI NG
CLADDING AND ow
AND V, N DOW
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 TWI N 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 1
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 sea] with tape
S
DO NO"
BOTTO
FLANG,
SELF -ADHERED FLASHING Scale: NITS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SINGLE
JOIST
SELF -ADHERED
FLASHING
WEATHER
VE BARRIER &
ZARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHIN
SHEATHING
BY LAPPING DOWN
I
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
`1�
RES181TIVE
BARRIER
SEAL TOPS OF JOISTS -
UNDER DECKING
ED FLASHING
(SEE DETAIL WP07)
kSHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"A" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
LA
THRESHOLD OF DOOR AND RETURN
I
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
1
@
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
§ I -
r
DOUBLE
JOIST
-WOOD BEAM
BELOW
SELF -ADHERED
FLASHING
Q
SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING
EXTRUDED SHOULDER DECK JOIST
2x FRAMEWALL
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
num R
bered items in the list o instructions below:
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (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
TILE FINISH-
1/2" DUROCK-
V-4" PER PLAN
V-0" PER PLAN
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH) -
FILL WITH GROUT
SLOPED MUD BED
LO
VINYL SHOWER PAN
S LOPE
4 4
VEX
-I-
4
A
<
SHOWER SEAT
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
WINDOW UNIT FLASHING REQUIREMENTS
DOOR ROUGH OPENING SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
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
EXTERIOR
NAIL BRAND OR EQUAL WEATHER 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.
- SELF -ADHERED FLASHING BUILDING PAPER
WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No
15 asphalt felt shall be applied
.
T
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
RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous, to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
JMLCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED ASPHALT ADHESIVE
THROUGH SELF -ADHERED
FLASHING JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED VVINDOW
(SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE 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" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
4
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
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
a 1 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
A+
I
stucco copings.
Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier 7.7.At built-in clutters.
!LF-ADHERED FLASHING -
TCH
HERED FLASHING
2
4
LLJ
U)
>
rn
Y/
- - - - - - -
Z Z
LLI LU
PLASTER STOP
U)
W CONTINUOUS BACKER
0 LLJ ROD & SEALANT
LU
M
LU LU
T7,o., P.
U)
0
U)
4
Lath
Sheathing
Stucco
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRIB
SIF LATH
F
WRAP DP WRB ONTO
THE VERTICAL
SURFACE To TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP ISA RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
\--DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING,'OSB', PLYWOOD, DENSGLASS
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.
STRUCTURAL FRAMING
- ,
k�ll
\
\
11 .
I l� I
--�- STRUCTURAL SHEATHING
\4
T
__-STRIP OF SAF
-------------
\
I
:�DRAINAGE PLANE WRB
BREAK WRB
1
X-J--BOND
SIP LATH
�gi
Q
1!
i,
1
,
I\
--,
I
Cement
---------------
ER STOP
Plaster
WOUS BACKER ROD
over block
ANT
ITITIOUS FINISH
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1 063
Building Paper
-7/16" 0. S. B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath m
ust be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
buttjoints need to
becaulked using
Stampede or sim.
caulk for all
W -0
>
C:)
-9
C'4 -
-E
CL
3l:
M.T W
E
2-.
C14
C14
To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within
these
drawings comply with the 2020
Florida Building Code
-
Residential 7th Edition. Engineei's signature and sea]
is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
W
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SCALE
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SHEET NO.
-
WP1
Mounting Braickiiii 00 Gaugj@� TV
+1?2`X4-1?TX2-T2'
Siete Aricticir Schedule
Bolts
5 Ga IV, 11
111'* Dia. A32 ;Z111 I
Back Crosi Support
(May be, rut to Ihf�
No=
A(C Vinit Siortum EI
Hurriarre Strap
�Tvpjcal.,3 in frony)
Front Cross Support
Self4zckirtg Nut5i (May be cut to W)
Left Bracket (16 Gauge) Si�revvsTlvu 6iratku$,
Back Cr%s Support lini A�C Unit Bottom Side
Myjolical,,3 each s1de for hurricare ugal
ELFILT 41A I UJAH311141111-11 I U1
Oct jdiolodasi igh h flivict Ad, AWI_
Dinivclittill;
Florida Department of Business & Professional Regulation rsi I f I
Building Codes and Standards 1 2M W2021
Product Approval Application Detail
C940
Eni or
D-10 Date
I Rwidno
Data
Type
version
Manufacturer
Com= Encino.[ & III
Validated las
Validated Itularilred
FSC Aridnowl
Appiroyidil
star.$
Affirmation
2020
Smart Vent Products, Inc
Michael G,Iham H.-aF N-aP.E
L-1,0 EI P.E,
12JI G12O2O 12116n020
1�owr)20
Aii
Category: Structural Comronents
(877) 441-0366 PE-73778
(334) 300-1800
Subcategory: Products Introduced as 5 R,Isull of
Infoo.mint-tcorn
N -Tachnology
Compiler . Ilkninod: Ever-tior, Report ir.m a
Florida R"! 9tarad Aychitect cra U-sed Florida
ProRmornal Engineer
QUI Assurance
Approved for I
Approved for Va.
I.D.I
Design
Be- A
I
Product D-Ini
Cori Exivinifign DA.
In I
Ornsid. HVHZ,
Rinjets.1,
"is.,
1
11 1 # 540-510
Dual Function Flocd and Ventraton Vent
12J31/2023
Y-
Yes
WA
.10GI-100
2
Sm riVent, Middle 1 4,540-511
Dual Function Flood aid Ventilation Vart
lwlt2on
Y��
yes
NIA
-100,�100
3
Sm:dVeht M.al #1540-520
111 Fl.cd Vent
1201/2023
Yes
yes
NIA
-10)f IDO
4
5 rtVantM.ceI#1540-f21
Inall.red Flood Vent
IM112023
Yee
yes
N/A
.10okloo
5
5 nVentMod,41540-524
1Wu.I;GwagqO-rF1..di
12131U2023
Y.
Yc�
WA
WA
6
SI.dV.n d 141540570
W-dWallinsulat.dFli
1213112023
Yiss
yes
NIA
-10i
a ad n:M.
. V� Mada[41540-574
14.5": G-96 Mor Ficed! Vent
12�112023
yes
Yes
WA
N)A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Peg, I al
ItI412021
Cod-
Illothir or
0#0 Data
Date Peri
Date
T'.. V,--
Mistrufact.rar
O-taof Enuffisar & UrFOni
Validated By
Valrd,stiel Surernift4d
F13CA,i
A-mI
status
Re�elvn 2020
Drexel Metals. Im,
Jason Sh umI Zachary R. Preat
Locke Bosdan RE,
08(lOJ2020 08JOe/2020
08120IT020
111
NIPloved
Category: Rooling
(5025 303-1111 PE-74021
(334) 300-1600
Sui,Caeg.ry: Metal RocrIng
Cornpil'anee Method: Evalusticir Report from a
Florida Registered or. Licensed Foridet
:dthilect
Prof- onal Rngn r
FILWINikI PrWI
OualltyAssurani
Approved for Use
Aprim,,od for Use
Impact
Dodo,
$so A
PlIxWW"11, 11,ml,r or 11mm,
Product Doserhollon
1:01dract ENDIrstlem RatO
In Hi
ouralds, I
Ii
Preasture
D_r1 ..f,g S)euerrs
DMC 10ONS, DMC 15OSS: DMIC 1?5S: DMC 2008,
12131(2025
yes
No
NIP,
�01180
Qh11uV
Florida Department of Business & Professional Regulation
Pege 2 of 4
Building Codes and Standards
1/25,2022
Product Approval Application Detail
Code
Entii or
Data Data
DatePendino
Date
Tvpe
Version MainufactumeL
Contact Enalrear & License Validated B
Validated Stilitim Ated FSC Approval
Approved
Status
Revision
2020 Therme-Tru Corporation
Steve J..Psrs.n Lyndon, F. Schmidt RE Ryan J. King P. E.
04115r2D21 12(W2020 04r=2021
05]0a'2021
Approved
category: Extainor Doors
(800) 843-7628 �_434W (613) 767-6555
SubCategory: 6%,driging Exterior Door Assemblies
sj.spss.n@tNanmci
r
'C'm pliamr, Method: Evaluation Rp,rtfr,m
m
Florida Regilad Arehii or a Licensed[ Florida
Professional Engineer
FLA20469-FisPrad.d.
Quality Assurance
ApprovediforUssa
ApproVollfori
Impact
Destri n
sea 0
Number or Name
Product Desserlotilion 0.n= 1, HVHZ
Data
Outside Hi
Resistant
Pressure
I lb-Classid and Smooth -Star
Nomlnal 6&439;8 &quatImparAquot, Opaque 2��rn
No
yes
Yes,
N/A
Corti Edge Fibee,91- Single Do.,
(Inswngloutswing, X ponfiguraten)
2
1 Therrina-Tru Filo-Cli and Smooth -Star
Nominal 6&439,8 iquatImpacMqual Opaque l2t3l/2022
NO
Yes
Yss,
NIA
Com porate Edge I'llborgleas Single Door with
Sidelfte(s) ilnay�ng,?Outawini XQ, QXor OXO
-fii ... I
3
c. Thermi Pber-Classo and Smoothi
Nominal 6':8 &qu.tmPact&eUod. Opaque M3112022
No
Yes
Yes
NJA
Composite Edge Fiberglass Double Door Wth a'
wthoutSidelites (InswingfOurtswing: )O(or OXXO
configurations)
4
6, Thermi Fiber-Classid and Smooth -Star
Nominal 3'0 "fimpadt&quioi Opaque 121'3112022
No
Yes
Yes
NIA
Composite Edi Fiberglass Single Door
(InsWridlCultswrig Xcernfigunil
5
e Thermi Fiber-Clasac and Smooth -Star
IN cmln21 8 41JOItImpacmqui Olesqu. 12f3lr2M
No
year
Yes
WA
Composite Edge Fiberglass Single Door with
('" -Ang/OWeveng, XO; OX ., OXQ
co,fig-trons)
6
f Thermi Fiber-Classlo and Smooth -Star
Nominal S&43G,,0 &cluctimpaclAquort, Opaque
12�3112022
No
Yes
Yes
NIA
Composite Edge Fiberglass Double Door Wth or
vAthout Sidoli (Inswing/Outsw1irg: XX or QXXO
catifiguration.)
7
g, Thermi Fiber-Classle and Smooth -Star
Nominal SSI "lmpAo1r&qui Glazed
12131/2022
No
Yes
yes
NIA
Composiri Fiberglase; Single Door
(in .. inq1CmtXr,g,' X configuration)
8
h. Thamns-Tru Fiber.Cli and Smooth-Stmr
Nomin.] SSUI &cIuat,,Impddl GI-cl
1�JG1=
Me
Yes
Yes
NA
(Dompli Edge Fibernllsaa Single Door with
a0I (Insving/Ouri XD I Ox or OXO
e-figurelart
9
i, Therma-Tru Pito-Classicand Smooth -Star
d.inaI6'8 &qQm;Impm,t&quoi Glazed
12�31/2322
No
Yes
Yes
NIA
Composite Edge Fiberglass Double Door wth or
without Sidelines OnswingriOutswing: >O(or OXXO
... figuration.)
10
J, Therma-Trui I'llber-Classic, and Smooth -Star
Nominal S'0 &qumt;Impact&quoi Glazed
12131 t2022
No
Yes
yes
NIA
Composite Edge Fiberglass Single Door
(I nsWngfOuterwki X configuration)
11
111 Ther-7m Flider�Classe and Smooth -Star
Nominal 8':0 ":Impact&duat,- Glazed
12131=22
NO
Yes
Yes
NIA
Composite Edge Fiberglass Single Door with
Sidi (InsvxrgiO.l XO, OXor QXQ
c-fig-dort
12
1, Tharma-Tru Fiber-Cl2lisic and Smooth-Stor
Nominal S&I939:0 &quoo;Impact&qui Gloxed
12131M22
No
yes
yes
NfA
Composite Edge Fiberglass Double Doorwth or
vvithout Sidelites (InswingiOutswing: )CKor OXXO
confil' unstiort
13
nn Therma-Tru Filber-Classle and Smooth -Star
Nominal 503g.8 &qum;ImPadt" Glazed Molded
1213IM22
No
yes
Yes
NIA
open Composite Edge Fiberglass Single Door
On"Wirg/Outsisving; X configuration)
14
n. Tharmi Fber.Cli and Srmpoth-St�r
Nominal 6&939;8 "Impxct&qui Glazed Molded
12131/2022
No
Yes
Yes
NfA
Open Composite Edge Fiberglass Single Door with
Glazed olded Open Sidelti �In.MnYO,tsxfini
XO. QX�r OXQ c"f iI nati.nx)
15
a. Themni Fiber-Cl-io and Smooth -Star
Nominal 5'8 &q.at�Impartliqui Glazed Molded
12131)2022
No
yes
Yes
NJA
Cps , Composite Edge Fiberglass D..bsO.,Ath
a, w d 1).,,,n Side
th"'2I
&IdV
ii ,
(Ih.wrrg10,.itswrnqM con-l9tou'rati.m.)
16
P. Th.T,.-T,. Filb-C.-i. and S-th-Sher
Nominal 3&fl39;6)Lquotjmpact" Opaque
12131r2022
No
Yes
yes
NIA
Cc mpost.1i Fiberglass Single D��rwith Molded
Open Sdelii (InsvAnglOutavohg� XO. OXorOXO
configurdions,)
17
q. Thermai I'llber-Classicand Smooth -Star
Nominal 6'�8 SquarlmosI Opaque
11213it2=
No
yes
Yes
NIA
Composite Edge Fiberglass Double Door with or
Without Glazed Molded Open $idelittes
(InswriglOurtswing, XX or GXXC conlIgurritoxii
Florida Department of Business & Professional Regulation
P
Building Codes and Standards
Product Approval Application Detail
Guide
Eirifirtir an
Ewe [We
Data Painflo,
Data
TYDP version
Manufacturer
C;.mi aligh-r!% Ucai
�Valldi BV
Validated ettleriltued
PSO Approval
Amproso.d
arm..
Remsion 2020
PST Industries
jere R.-wAl Miami BCCO - CER
CO
Miernii B _0 VkL
I lil 0/2020 1 0i2%r2U20
11124t=
Approved
Categi E.ed., D.-
(941) 48B-01 90
�7&6) 315,259a
s bCbug.ry-. Siding E Do., Aci
).r.skl@pgiindi
�artor
�Imhpli Mal C: III NlaN or Liefing
F IJ �R33 Product,
Quality Assurai
Approved for Use
Apor"ed for Use
Irri
Desire
S . A
L�171
Pn,d,ok 0 ... nation
ContrauLlEmi,atich Did,
in HVHZ
outside HVHZ
Rsii
Prosern.
P
V,rryi Siding al... no.,
V14.12021
yes
yes
Yes
Ni
m
May 27, 2022
PRODUCT APPR`OVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and F lodda Administrative Code 91342, please proii the information and approval num bers on the building c om ponents listed below if
they will be utilized on the construction pmjectfor which you are applying f.br a
CaltegoWSubcategory
Manufacturer
Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
FProducct
A. SWINGING
The rTn a Tru
Fiber -Classic and Smooth -Star (NON -IMPACT),
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
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
S. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/1412026
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.01-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.01-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.41-38.3 psif
12/31/2023
D. METAL LOUVERED DRS
Curries DiVsion of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 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
+60.0/mw60.0 psf
10/8/2023
PGT
Series 5500
171_239�2
NIA
7130/2025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
F Ll 535 1.1
+55,.0,/-55.0 psf
2/16/2024
C. FIXE D
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series, 5520
FL243.5
NIA
4/3012025
D. MULLION
M I Windows and Doors
Series 5764
FL15353.2
NIA
12131/2024
PGT
Series 5500
F L26 1.1
NIA
5/2612026
E . OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
F Ll 3192.1 - FL1 3192.�2
A. SIDING
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL15272.2
+75,0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/3012023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roof)
151b Felt Underlayment
FL12328
NIA
6/2912023
Plyglass USA, Inc. (fbr Tile Ro.ol,
POLYSTICK TU MAX
FL5259
NIA
12/2312023
C. ROOFING FASTENERS
NOT USED
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge VentSr
FL16918.1 - FL16918A
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA-4 Exahusit Vent
FLOI 7202.1
+97.5/-97.5 psf
12110/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - 171_7849�28
N/A
12131/2025
Boral Tile
Saxony 900
FL7849A6 - FL7849.20
NIA
12131/2025
F. METAL ROOF
Drexel Metals, Inc.
DMIC 100NS, DMC 150SS, DMC 17 5S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12131/2025
5. SHUTTERS
A . STORM PANELS
Global Protection Products
Galv�nized Steel Storm Panels
F Ll 5076. 1 - FL1 5076.2
NIA
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869A
NIA
12131/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F Ll 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
F L6527.1 - FL6527.5
NIA
3/3112023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
5/25/2024
Florida Department of Businesi Professional Regulation
Page 1 .13
Building Codes and Standards
I G�(2022
Product Approval Application Detail
race,
Entli
Date Date
22
Tvae
Vernic, Manufacture
contac Engineer & License
Validated
Validated Submitted
Approved
status
Revision
2M Thermi Corporation
S;teeJasperson Lyndon F. S.Ifimidt, P.E.
Ryan J King, P.E.
07/23/2020 07/12J2020
07129;2020
1011312020
Approvedl
Category: Exdaricv, Doors
(800) 843-7628 Pi
(813) 767-6665
suoCategory: SN%irrging Exbanor Daor Assemblies
�jasp.scm@bamratni
CoMpliance Method: Evaluation Report from a
Florida Reg steed Arohiteolor a Loansed Florida
Profiessioni Engineer
PW=o-R3rProci
Qi Ass,r...
Approvedf-Uss, Apo,-df*,U,e
Impact
D.I
Sao
Produall, Made], Number or Name
Product Description
C.ntractExpiraton Di in HVHZ Outside HVHZ
Restatmint
Pressures
1
a. Tharmi Fber-riassic and Smooi
Nominal 6'8 &qvct:Impact" Opaque
1213112022
Y_
Yes
Y
NIA
Composite Edge Fiberglass Single Door
I ri-ArgilOureaving; X -fig-ii-)
2
b. Therma-Tru Filaer-Classic and Smoth-Star
Nominal 6':8 &cuotImpaclAquat. Opaque
12131/2022
Yes
Yes
Yes
Ni
Composite Edge Fiberglass Single Door Wth
selelte(s) (Inswing/Ousi XO, OXor QXO
bonfigurabort
$
c. 7herma-Tru Fiber-Clasald and Smocifi-Stair
Nominal 6'5 &qt.iat;1npsoi Opaque
12J3V2022
Yes
yes
yes
NIA
Composite Edge Fiberglass Double Doorrath or
wthoutsoledtas (InsvArigioutiveling; Xx or DXXO
configurations)
4
d. Thermi Filb-Cla-Ic and Smooth -Star
Nominal 8'0 "jmo.dt" Opaque
1 2J�51 r2022
Yes
Yes
Yes
NIA
Composite Edge Fiberglass single Door
(IneyArg'Outavving; X configuration)
5
a. Th.-I Rb-Cia-mend Smox,th�Si
N-iri.1 8&*,9;,) &oubjmp.,t&q.ab Opaque
12)3lJ2022
Yes
yes
Yers
NIA
Composite Edge Fiberglass Single Doorwith
Sidelite(s) (I nswrioloutswing: XC, OX or OXC
c-fioursiti.n.)
6
f, Thermi Fiber-Cli and Smecri
Nominal 8 Squot;Impaci Opaque
12131 J2022
Yes
Yes
Yes
NfA
Composite Edge Fiberglass Double boor YAth or
Wthout Sidelites (Inswiing,10tiorwing: XX or 0)0(0
corfflg�rai
7
g, Tharma,Tru FibaCli end Smooth -Star
Nominal 6'8 &cluxetimpecta,quert Glazed
1 M1 f2O22
Yes
Y.a
Yes
NrA
Composite I a Fiberglass Single Door
tj -wingloatswing; X configumlici
a
h. Thermi Filpar-Cli and Smooth-8tar
Nominal 1
120121022
yas�
yes
ye�
NIA
Composite
RdI (Inswm510utaWng� XO,OXoTOXO
configurations.)
9
1. Threirmi Pbeir-Classic and Smoothi
Nominal 6&Cr9:S &qupt:Impact&quat: Glazed
12131 �2022
Y_
Yes
Yes
Ni
Composite Edge Fiberglass Double Di or
witroi (InqngfQ.ting, XX or OXXO
coi
0
1. 71hemni r1ber-Cli and Smooth -Star
Nominal W39�0&quat;ImpactIqual Glazed
I�J31/2022
Yes
Yes
yes
NIA
Composite Edge Fiberglass Single Door
(I rsvvirg Oui X config,ration)
1
It. Tharmi Fiber -Classic and Smoolhi
Nom(nn@118'D 84uotlmmicl Glazed
ID3W2022
Yes
Yes,
Yes
Ni
Composite Edge Flbeglas,, Single Door with
Sidelluns) �1"sWrglOubswirig; XO, OXcr OXO
configurations)
12
1, Thermi Fib�r-Cli and SmQoth-Star
Nominal 8'0 &qvrImP--t&qW-t; Glazed
1 =1 J2022
yes
Yes
yes
NIA
Composite Edge Fiberglass Double Doorith or
wthoutSide[ites (InewingiOutaving: XX or O>D(O
configurations)
13
m, Therma-Tru Fiber-Cli and Smooth -Star
Nominal &S#39:e &qucoImpar,:&qudt; Opaque,
1 MI /2022
Yes
Yes
Yes
Ni
Composite Edge Fiberglass Single Door with
8q.ot:Nd,rn-Imprnd&qu.t; Sidielli
(Inswriglouriewing; XO, Oxon OXO configurations)
14
n. Therm.-Tir. Filb-Clamic and Shii
Nomimll 6&4039:8 9qu0t:ImPg&&qua�. Opaque
12J31r2022
Yes
yes
Y..
Ni
Composite Edge Fiberglass Double D-with
8quatVar-Inni SideIhtbs�Ins4ng1CutsWhg;
ONO configuration)
15
o. Thermi Floar-Classic and Smoothi
Nominal 6M9;0 Squat; Impact&qual, Opaque
1213112022
Yes
Yes
Yes
NfA
Composite Edge Fiberglass Single Door Wth
"No"nlmpact9qvct; Si,I
onswirgrOutswing; XC, OX or OXO configurations)
15
a Therrit Fiber-CJossic and Smoothi
Nominal 8',0 "jmpact&quo1; Opaque
ID31i2022
Yes
Yes,
yes
NfA
Composite Edge Fiberglass Double Door with
"Non-Impaot" Sidelitas (in swg/Oui
OXXO configurnad, nj
17
ot Thermit Filb.,C] ... I. and Sma.l
N "18&939;8 &qucThNon-Imp@cb&qvcrl Opaque
12J31M22
Yes
Yess
No
NIA
Go nrip-ii Edge Fiberglass Single Door
(In-IngfOicawing; Xornfigurafron)
18
r. Therma-Tru Filper-Classaic and Smeoth-Star
Nominal EA09.8 &quptNon-Imp.ot&qi.ipt. Opaque
1213112022
Yes
Yes
No
NIA
Composite Edge Fiberglass, Single Doorwith
Sidi (InsvAnglOutswing: XO, OX or 0X0
c.nfig ".1rons)
19
a Therms-Tru Fiber-Clasele and Smoollb-Sew
Nominal 6':8 &qwtNoh-Impai Opaque
121W21022
Yes
Yes
No
Ni
Composite Edge Fil5argloss Double Door wth or
Wthoutsw It.. flnwjlngiOurts,�)Ini YXor OXXO
donfigurabon.)
20
t. Therma-Tru Fiber -Classic and Smoodr-,9tar
Nominal 8':0 SQUOLAon-Impai Opaque
In112022
yes
Y_
No
NIA
Composite Edge Filwigiass, Single Door
(In-ingi X ..rfig.oHi.,)
21
u. Thermi Peer-Classio and Smooth -Star
Nominal 8&C)9.0 8.quotNor-lmpadt&qui Opaque
i 2131/2M
yes
Yes
No
VA
Composite Edge Fiberglass Single Di
a defiri (Inawing�O utaw nW XO, OX ar OXO
conflo `
22
v. Them-si Fiber-Cl-r-rid Sme.th-Sis,
39
Ncnrhi�%T,01�0 &c.at;Nmi Qpaq-
1213IJ2022
yes
Yes
No
NIA
Composite Edge Fiberglass Double Door veth or
Without Sid el - (InevvingfOurtswing, )O(or C)0(O
configrUratiors)
23
w TharrI Fiber-Cessic and Smdol
Nominal 8'8 &quQtNQnImpaplSqup1; Glazed
1V3112022
Yes
Yes
No
NIA
Composite Edge Fiberglass Single Door
(InewnigiOutswing: Xconfiguration)
24
X, Themna-Tru Fiber -Classic and Smooth -Star
Nominal WGIR,8 "Nprnlmpad&qu,m; Glazed
1 2J3112M
yes
Yes
No
NIA
Composite Edge Fiberglass Single Door with
'Sdi (In.Wng�OwsWrg XO. OX ar CXO
configurations)
26
y. Th.mria-Tru Filicer-ClsusI Smorthi
Nominal 6&039;8 &qut;N.n.Impzt&di Glazed
12131M22
Yes
Yes
No
N[A
r
,ormacialte Edge Fiberglass Door) 'a Door Wth or
without Sii (1-4,91OUterwin,; . at .0
configv"ti.n.)
26
2- Therme-Tru Filbar-Cassic and Smooth-Stenr
NonI 8&039:0 "tNon-Impaottlquot,Glazed
1213112022
Yes
Yes
No
N;A
Composite Edge Fiberglass Single Door
(Insvorig/Outswing; X configuration)
27
za, Therme-Tru Fil--Classic and Smooth-Ster
N-irral W39:0 &,uotNcmJmpoAq..t; Glazed
1213112022
Yes,
Yes
NO
WA
Composite Edge Fibearg]... Single D..r.i In
&di (Inswingi XO, OX or OXO
configurations)
28
zb. Thermi Fibet-Cawc and Smooth -Star
Nominal 88039:0 &quat;NonlrrpacSquoi Glazed
1213112022
Yes
yes
No
NIA
Composite Edge Fiberglass Double Door win or
yAthout Scelli ilinswIngOutswri YXor OXXO
configurations)
Florida Department of Busiri Professional Regulation page I of 2
Building Codes and Standards I SQD21
Product Approval Application Detail
Cod.
Entry or
aide Data
Dare pendind
DI
T varel.,
Man.f.d.rar
02mlia Erutirri Liesmi
Willarad Be
vall"ad sithinitt.oll
FBICAgi
A -I
status
1 2020
MI Wndows aid Doors
13,ait StIlIrger I Robert. Lomas
Stooen M. Ui PE
1010a12020 1005aID20
1011912020
12JI5,2020
Approved
CareWry: Externat Doors
iT17) 365-,,,,d PE-62514
(717)31T-8454
SurCategorry'. String Exterior DoorAssamblies
CompJAnce Method: Evaluation Report from a
Florida R egitcaredArehimeat mr. Li-ed! Fori
Frail Ensirse,
autilla Aswrane,
Alann.Y94 for Use
Apia-W for Use
lal
Case,,
3-0
Ni or Ilema
Pri Nscrli
Cgighract Expli I Do.
In HVHZ
Outside [I
Rosslard
I
=UMNUM SGD
SERIES 420 ALUMINUM SGD OXO
1MU207
No
Y.s
No
NYA
145314&q�.t,80i NON-REINFOROED
2
SGR:FS 420ALUMINUM SGO
SERIES 420 ALUMINUMSGD OX XO� XX
12131n0i
N.
yes
No
NfA
S69,puctp�a(i HON-RONFORCE0
3
SER ES 420ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM Sao REINFORICED DXO
12131f2tri
INC
Y,ni
No
NfA
145-3�&dtat:.96&quo�
4
SERIES 420 ALUMINUM SGID REINFORCED
SERIES 420 ALUMINUM SOD REINFORCED OX
1MV21024
N.
Yes
No
N*
X01 X"Witow"Aruot:
5
SERIES 420�UMNUM SOD RSNFORCEU
SERIES 420 ALUMINUM Z90D REINFORCED XXX
IM112324
No
Yes
No
NZA
143&puot:a6&qi
Florida Department of Business & Professional Regulation
P. i vf2
Building Codes and Standards
IM12021
Product Approval Application Detail
Cod.
EM M11210M
Erntlt, or
2" Data
Data Pismilre,
TVID. version
Manufuturor
Contact Eftlane" a Licerde Validated lay
Validated submitted
FDQ Approwil
Approved
Maus
Revio , 2020
Wra_D.It_,.o1,fisiW of0vam ... i Do.,
0-yria Kdmah John E. So.1- JeffrayIP.Ameson PE
iW1212020 09GAQ020
10(2312020
12115/2020
Approved
Coreoration
(33Di PE-51737 (904) 821-5200
calOgri III D.-
dkornsh@wayme-csitch,
SubCatig-I sectional extemor D mAssamble,
om
r.rorit Mitred: Evaluation Rep.ri me
F lords Ragj stereelArchiftect are Loonsed Florida
Prof-lonal Engineer
A—-
Agi for III
A0111I for UIE
III
Desion
S-41 9
Pregivet Model, llymber or Name
Product, Description contract ffpiratlori Data
In HVH9
Oui HV
Resistant
Presewre
3
801 09t8200 #1105
S&ASS; Mso, 1114&429; Max height. GII 12131(2023
No
Yes
yes
-31.001-35.00
available in 400 of Intermediate seellon
101115111=211 #1121
16'. Mmaii 14'. Ma. II GlUng 12131,2023
N.
Yes
Yes
30,001-33.50
�1
available In top or intami section
800(V6 0018200#1124
1 1 Max width. 14': Max height. Glazing 1213lf2023
No
Yea
Yes
+34.401
avelable In top or intemedli m,`dlor
Florida Department of Business & Professional Regulation Page, I V 1
Building Codes and Standards 1512021
Product Approval Application Detail
Code
lindly
Date Mr.
Date Peni
Me
T Veralom
Mamurfact,
comtect
Validated 8,
Validated Submitted
FSG Andra-I
A --ad
Status
Ravel- 2020
Curries Division of AADI Inc.
Tom Rattay UL LILC
Troy 84shop, P-E
17JI(W2020 IZ(gla020
1212V2020
Approed
Category: Exretor Doors
� 641 , 494-26"
(S54) 947-0680
SubCategorto Exterer-DocrCemporrents
t_ttey@..e..b[.y_cv
compliance Method: Centif-don Mark or Listing
m
Fh4155144111 I Plial,01a
Duallry Assurance
AtiononiodoriU.
Approved for Use
Impact
I
S..
oT'r`I
Product 3ascription
contract Expiration 049
In HVHZ
aureole HVHZ
N.5hant
Pressams
I
84 7 Sing le, and P.Irs of
Fitish. Glazed, rd L.-neol sirgle.nd pairs of
12)3112M
Yes
ye,
yes
NIA
Doors
hollow metal doers.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P�@x 1 of 2
IW,D21
Cod.
Ei .,
Me ri DI le-dfirej
Get.
T-a version Ommurfacturer
rant
=1
Validated 11,
Wildited Subi F8C A,,,s,l
A-r-sid
st.t.,
Review 2D20 MI Windows and Doors
B,,entsitlini
=t 't.1
Steve' M trier. PE
I i/17rZD20 1111712020
11WI2020
Approved
CategorroWndows
(71 T) �-3300
Merited- Assetat.,
IT 1 7) 31?-8454
SulleCatedOW. Single Hung
baidingarpmNIrd.c..
Carripluxe, Method: certifootion Mari, or Listing
Quality Assurance
Andr-d for Us, Approved for Use
limi
Desican
Sea A Prod 1i Numni *1 Whis
Product Dnerlytion
coorratt Expiration
care In HVII Outside HVH
Resistant
Presus.r.
T_
2 :
52'72 FnPai Frame Gf8G I, Hung
1 0108,202�
No yes
III
4GOi-60
Laminated Glass
AI
>
0
(3)
c-
0
0
0
Co
-t--#
C _5
-0
Q)
U)
E
0
0
CU
0
.0
U_
%+_
0
IM
>
Cn
cn
E
L_
0
-4-01
CU
"0
C_
!E
F
CU
-0
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Florida Department of Business & Professional Regulation
Page 6 of 9
Florida Departmend of Business & Professional Regulation
Page I of I
Building Codes and Standards
1125/2022
Building Codes and Standards
i0202l
Product Approval Application Detail
—
Product Approval Application Detail
code
lEnthy 9
DAW Date
Date Pending
Date
Twe
Version Manufacturer
Contact, Engineer &Lrcense
Validated 8
Validate Subm tied
FBC Approval
Approved
Statu
Cod.
Efiflutir .
All. 29.1 Date Pindinsia
0,11.
Revision
2D20 Thus,mis-T. C.,p-+,.h
Stay. J-pars., Lynd" F. Schmidi. P E.
Ryemd. King RE,
I OfO712021 09f1812021
10113/2021
12M5/2021
Appr ... d
Type version
Manufacturer
Contact Enalrear 6 License Vaidared air
Validated submitted M Aromal
Appr.wd
Status
Category. EKteriQr Docl
(800) 843-7628 PE-43409
(813) 767-6555
Affirmation 2D20
PGT Induddea
Jens R-..skJ Meml-thtda BCCO - CER MhmIl ECCO - VAL
11MM29 11P512020
111i112020
Appic,red
Subcategory'. Svirrl rig E,Aerior DQQrAseembiee
sialapersonothermsdru-cp
Category: Vifird-,
(941)486-0100 (786) 315-2590
Compliance Method: Evaluation Report from a
in
BiAticalagerrT. Single Hung
firwowskligtig9undwsmoso
Florida Registered Architect or a licensed Florida
C-PINares Method: Cedification Me& or u'unig
on,
Professional Engineer
'
I I -
�
I I
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Aparavad for Use Approved fc, use
1,,,,t
visssion
Quality Assura nee
AringrovadforUse AoDirreyedforUse
Impact
Design
Sao#
Product Model. Number or Name
Product Deecriollon C.urtreell Etashallign
Ca. 11, HVHZ Outalre HVHZ
Resistant
Pressure
Sag *
Produ pt M a del, Nurn be r or Name
Prod upt Des. riliption
Contract Expiration Date in HVHZ
Out.1cle HVFIZ
Resistant
Pressure
2
SH550a Range Mdale li
vinyl Singi. H.rg vNind- 0713OM25
Yes Yes
Y.
NJA
1
a Thermil Fiber-Clatisto and 8moom-Star
Nominal %#3ig:8 5lquot;Nor-Impawl1quict Opaque
12/3V2022
No
Ye5
No,
NJA
Composite Edge Fillerg law Single Door
(I r-ir-q1O.tevving: X configuration)
2
It, Thermer-Tru Piller-Clarsel and Srrsdath�Star
Nominal Sa#31);O ". Non-] mipaottlquot; Opaque
I V31/2022
No
Yes
No
Ni
Cc mposite Edge Fiberg lass Sin g Is Door with
Sidellibe(ti) (InsunglOutswrig; XO, OX or OXO
confiji-fi.r.)
3
v. Th.rm.-7,u Filder-Cl-i-rid Stin-th-St.,
Nominal 6&939:8 %quot-Non-ImpacKeluot Opaque
1213112022
No
Yes
No
Ni
FlIp.glass Composite Edge Double ocicirvAth or
WthoutSidefites (Inswre/Outawng: X)(orG)OK0
rifigurationa.)
4
d. ThemaJru Fiber-Classie and Smooth�Star
Nominal 7&#$Q;Q &cluc�Non-Impaclaquot; Opaque
lV31f2C22
No
Yes
No
NIA
Composite Edge Fiberglass Single Door
(InsWrig,ourtswing: X configuratiort)
5
a Therma-Tru Flfibe,Clasalo and Smooth -Star
Nominal 7'r,O &q.drLNqn-Impa.1" Opaque
12MV2022
No
Yes
No
KIA
Composite Edge Fiberglass Single Door with
Sidelita(s) (InswrigirOut5wil XO. OX or OXO
rifigiunators)
6
f. Therms-Tru Rber-Classup and Smooth -Star
Nominal 5 O"Non-Imp2dt&qui Opaque
12131 12022
No
Y as
No
N/A
Florida Department of Business & Professional Regulation
Pate I or i
Composite Edge Flbergla.s Single Door
Building Codes and Standards
VV2D21
grawngrOutswing; X configuration)
7
or Theirmir-Til Filber-Chia.iv and Sm-th-Sta,
NQmimgI S'Q&rquQtNQnImpiadb". Opaque
12131f2022
No
Yes
No
NIA
Composite Edge Fiberglass Single O.idr,Mth
Product Approval Application Detail
Sidelfte(s) (InsWrigirOutsvving: XO, OX or CXO
corifigunsitici
8
h. Th.-Jr. Filb-Clessio add Shrio.th-St.,
Nominal &@;Caquot;Noh-Impsct8quot; Opaque
12131=
No
Yes
No
NIA
Corripartite Edge Fiberglass Double, Do, with or
Cod-
eArt, .
Data 2" pate Pandints
Pate
�
vj1hout Sidelites (I nswinglOuts,ving; XX or OXXO
configunsticurs)
Tval Version
man-farturar:
Unrest Valdl W
Validated Submit, FBC Acy-all
A,Prpv.d
Illat.a.
9
I. Therma-Thu Fiber -Classic and Smooth-ScUl-
Nominal 5-U ":NorImpaqt" Glazed
121$1/202��
No
Yes
No
NIA
Afirrividion 2020
PrTlndLatdda�
Jens Rosaweld Miamul),da 13CCD - CgR Miamp-Dade 13CCO - VAL
ilMI2020 1110512020
1111112020
Approved
Composite Edge Fiberglass Simple Door
Category: Wind.-
,
(941) 4813-01013 (786) 315-2590
ilresviinglOutswing: Xconfigursdion)
il.bCaUrry! Froad
ji-ciswalkiliticgitIndustres o
10
)� Therma-Tru Fiber -Classic and Smooth -Star
Nominal 6'8 &quo�Non-Impirqt&qw1n Glazed
1213112022
No
Yes
No
NfA
Compliance Method: Cartifi-b- Mark or ll�irg
..
Composite Edge Fiberglass Single Door Wth
Sidelfide(s) trarWing/Outevvirg; XO, OX or OXO
KA24311124 pipark,
I
� , I "
I 11 "I � I I I
�
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configuresti.re)
I
I
11
k Therma-Tru Fibdr-Clas��c and Smooth -Star
Nominal 03#39:8 8quobNonImdsrdt&quct, Glued
12i3112022
No
Yes
No
NA
Qualits A,-,,,,
Assint-Ora,ij, A .... -d f,,, Use
1-at
13-kan
Carn poste Edge Fiberglass, Doub le Door with a r
-So. A
product Model. Number or Nalung,
Product Do-mbe. Ce,mrarl U.Inell-
Cour in HVHZ Outside Hi
Resistant
Preaeure
without Sidelines (InswingfOuteiving; XX or OY,XO
5
PVV-5520 tLwg, Missile Inpict,
V%d Mired iftrindow 04,30/2D25
Y.v Y
yo,
MIA
configuratibne)
12
L Therma-Tru Fiber-r-lassic and Smooth -Star
Nominal 7'0 ",Non-[mp@d9qUot, Glued
1213112022
No
Yes
No
NIA
Composite Edge Filvergleas Single Door
13
rn. Theann.-T. Fo.r-CI ... I. add Sm-th-Sle,
(Idsvirnq(Outs,ng� X configuration)
Nenrinal 7&039;0 "Non-lmpact&qucr:; Glazed
12131/2022
No
Y -
No
N/A
Composite Edge Fiberglass Single D-with
Sidl.lite(a) Q ni,oinglOutevving; XO, OX or CXO
configurations)
14 n. Themrs-Th) FibaNCIrasalo and Smooth -Star
Nomilsol 8&039:0 &qucitNon_ImpAcb&qL.t; Glazed
12J31l2022
No
Yes
No
MIA
Composite Edge Fiberglass Single Door
(Ins,AngfOurtswing Kiconfigurstion)
13 .� Th.jima-Trut Filber-Claae,c and S-th-stal-
Nominal S&#��:0iqvotNdnImp@qt"! Glazed
1261i2i)22
No
Yes
No
NIA
Composite Edge Fiberglass Single Doormth
Sidelil Onswing/Outswing: XQ OX or OXO
configurations)
16 p Therrrda�Tru Filper-Chassic and Smooth-Ster
Nominal B'C&cjuot',Non.Imoadt&qudt Glazed
12/31f2022
No
Yes
No
NIA
Composite Edge Fiberglass Double Doorwrth or
without Sidelites flnswingfOutswing: XX or OXX0
configurations)
17 q. Therma-Tru Filder-Classic and Smooth -Star
Nominal 0'8"tNonImpdp:&quck Opaque
1213112022
No
Yes
No
NIA
Composite Edge Fiberglass Single Door Wit
Transom (I newhiglOuttraing; OIX configuration)
16 r. Therma-Tru Fiber-Clessio and Smoodr-Star
Nominal 08#39�8,igquot;Nondmpitctaquo� Opaque
120=22
No
Yes
No
NA
Carmicret. Edge F,b.rgl- Single D-oAth
Sid.lil end Transom (inavvinglOm-Aing: GJXO
O/OX or OJOXO configurations)
19 a. The-J. Fb.,-Claam and Striciurth-Sts,
Nominal S&#B!gB",Nhn-Impaouiqup� Opaque
1213112022
No
Yse
No
NIA
Composite Edge Fibergtasse Single Door with
Sideitsel (I.avAh91Oixb,,AhS: XG, OX or OXO
Continuous Head and Sill corifig"latticas)
20 t. Therma-Tru Fiber.Classid and Smooth -Star
Nominal 8&039:0 &qu.t;Ncm-Imcdld!": Opaque
1213112022
No
Yes,
No
NIA
Composite Edge Fiberglass Single Door with
Sidelita(s) il newfigiOurtswing: XO. OX or OXO
Continuous Head and Sill configurations)
21 U. Therme-Tul Fiber�Classic and Smooth.Star
Nominal 6',8 "Non-Irrpdsco" Glazed
1213112=
No
Yes
No
NfA
Composite Edge Fiberglass, single Door with
Sicholfte(s) (fir-ArgifOurtsvinng; XO, OX or OXO
Continuous Head and Sill configurations)
22 ,, Thermol-7rut Ficer-Claesic and 8mooth-Star
Nominal 884f3g:0 &quqt;Non-Impadt" Glazed
12r3V2022
No
Y_
No
Ni
Composite Edge Fiberglass Single Door with
Sideliter(s) Qn-Ang(Outievving; XO, OX or OXO
Continuous Head and Sill configurations)
25 w- Therms-Tru Fiber -Classic and Smooth -Star
Nominal 6'8 "Non-Impai,t&ql Opaque
12131/2022
No
Yes
No
N)A
Composite Edge Fiberglass; Door Pandisvith Vented
Sideliblo(s) (trei�*g�Cutawftg� XX XXX or XX*�
configurations)
24 x Thermar-Tru Fbef-Classid and Smooth -Star
Nominal 8'0 &quolrNon-[mpept&quat, Opaque
12t3lf2022
No
Yea
No
NJA
Composite Edge riberglass Door Panels Ath Vented
Sidi (InswinglOutewing, XX X>O(orX)00(
-.fi' .mfi.rns)
25 y. Thormat-7ru Fib-Clessi-rd Emocith-Ster
Nominal 6&ft3!g8&q.crt;N.d-imrRspI&cI..t: Glazed
1213IJ2G22
No
Yes
No
NIA
Composite Edge Fiberglass Door Pamerlswith Vented
Sideliti (InsionglOutswing; XX XXXor X)=
ocinfiguratome.)
26 z Themna-Tru Fiber -Classic and S.-th-a.,
Nismi-I 8&#$!):0 &ouot;Non-Imp.ch8.qu.t, Glazed
1213112022
No
Yes
No
NIA
composite Edge Fiberglass Door Panel-Ath Vented
SIdefli (InavAnglOuts.ing. XX XXXorXXXX
0011fig-tiOnS)
27 za. Thwma-Tru Fiber-Classicand Smooth -Star
Nominal 6&"9;8"Non-Impardh&quob Glazed
1 213112022
No
Yes
No
NIA
Co. castle Edg e F! berg lass Sin g le Do., wit h W39; 0
sidellite(s) 0 revvingloutsvAng. XO Ox or OXO
configurations)
2a zb. Therma-Tru Fifiber-Classic and Smocith-Star
Nominal 6'B"Nmn-ImpadAquo� Glazed
1213112CI22
No
Yes
No
NIA
Composite Edge Fiberglass Double CoorwIth
�g:O Sidelltos (InsvAnWOutsimm O)iXO
configuration)
29 zo, Thoml Fibcr-Classiv and Smooth -Star
Nominal BU39;Q Rquothom-Impapt6o"t. Glazed
121�V2022
No
Yes
No
Ni
Composite Edge Fiberglass Single Door with 3039,.D
sde)ite(s� (InevvinglOutswing; XO, OX or OXO
configurations)
30 zd. Therma-Tat Fiter-Classic and Smooth -Star
Nominal 8039:Q"NonImpzct&qucrt Glazed
12/a112022
No
Yale
No
NIA
Composite Edge Fiberglass Double Door With
U9392 Sidelftes (I nsWngl1OLtavMng; OXXO
corfig6rater) .
31 ze, Tharma�Trur FibeuGessic and Smooth -Star
Nominal 7'(j "Non-ImjPsdt&cuot,, Shaker
12alf2022
No
Yes
No
NIA
Series Composite Edge Glued FiberglisesSingle,
Door with or Wthout 19#3g;2 Sidelile(s)
(In.wrigriOunswing, X OX, XO or OX0 ocrhfigumticna�
Florida Department of Business and Professional Regulation
Building Codes and Standards 3/15/2022
Product Approval Application Detail
FLN5259-1131
Code
=111ty-21
Date Date Date Date Status
ly pe Version
Manufacturer
Contact _Eng in ear &
Validated B
Validated Submitted Pending. Al2groved Approved
Revision 2020
POLYGLASS USA
Maury,Alpert, License
John W
10/2612920 10,1`2212020 FBC 1211512C20
Category: Roofing
S9542331 330S mal pert@ polyg lass-com Robert Nierninen
KnEizervich, PE
991202yal
SubCatG-o-:
PE-59168
(954) 772-6224
1110112020
Underlayments
Compliance Method:
Evaluation Reportfrom
a Florida Registered
Architect or a Licensed
Florida Professional
Engineer
FL#6259.R31
Products
Qualily,Assuraric &proviiij for Use
.
AppitMMLI_qLQ_�Le
!MpAe_t
L-3-M
Product Model, Nundber on Nam
Product Description Contract EL(piration in 1,WZ
Outside HV
Resistant
Date
I
Polyglass Roof Underlayments
Rooting underlayments iW21=22
No
Yes
N)A
1
Polyglass Roof Underlaymerrits (HVHZ)
Poili roof underlaym ents for use in rBQ12J23/2023
Yes
No
NIA
HVHZiu'Isdi.t!
2
Polyglass Roof Underlayments (nor-HVHZ) loglygialss roof uncerlayments, for use In IW23,`2023
No
Yes
NIA
FBC n.n-HVHZ jurisdictions.
I
Polyglass Roof Underlayments �HVHZ)
Polyglass roof underlayments for use In FB01212X2023
Yes
No
NIA
HVH7 jurisdiciflons.
2
Painless Roof Underlayments (nor-HVI�) Poli roof underlaymerits, for use in 12J2a/2023
No
Yes
NIA
FaC non-HVHZ juriscileldirs.
I
Polyglass Roof Underlayments (Hl
Poli roof underlaym enti for use in FBC,11212312023
Yes
No
MIA
HVHZ lufl.dictione
2
ldo[yglass Roof Underlayments (non-HVHZ� leglyllass roof underlayrr ents, lbr use in l2J23V2023
No
Yes
NIA
FEC run-HVHZ jurisdichons.
I
Polyglass Roof Underlayments (HVHZ)
Poll roof unclerlaym ants for use in 1`3011212312023
Yes
No
N)A
HV`HZ juflirdidlicirsi.
2
Polyglass Roof Underlayments (nor-HVHZ) Prolyglass roof underlayments, for use In 17J2312023
No
Yes
NIA
FRC nan-HVHZ jurisdictions.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
postal
Pressure
41,11AI-622.5
N/A
-MIAI-622,5
N/A
-Mi
NIA
-4i
Nil
-Ni
Florida [)apartment of Business & Professional Regulation Page I arl
Building Codes and Standards 102MI
Product Approval Application Detail
C-40
Entity .
Date Pate
0019 Pending
pate,
mm_
7Vag yl
Manufacturer
C,rA,,t
En.[-.r& U-sit
Validated By
Validated Subduttild
FBC Aricuravel
Alutrai
Status
R-r.i., 2020
James Hi suilding Products, Inv
Chad Dk,aks
V. Andrew Ton
John Soul P.E.
0110512021 12JI4/2020
OIJO&2021
ding F 9 C Appr.
Category: Panel Mils
�909) 545-6359
PE-81662
(352) 367-2520
SubCalogory,. Siding
chid.dienclas@jard.1mird;
Compliance Method: Evaluator Report from a
a
Florida Registered Architect ors Licensed Florid.
Prolia5sionial Engineer
FWM"IlO�RaRhddwebi
I I "
I I
-
I I I
"� � I 11- I -
I I , - -
I 1
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-
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Quailty Aa.ura-
Appro"dilorUsir
Apisroved for Use
Imp -al
Doeli
8-04
Product Model. Number or Name
Product poscrili
Contract Expiration Data
n)fVHZ
Outside HVHZ
Resistant
Pressure
1
Campisrh Lee Siding
lb-cam.rit lirp aiding
12)3112=
Yes
Y.
NtA
MIA
2
Herdi,elank Lap Siding
Ith-corn-t lep siding
12zl/20221
Yes
Yes
MIA
N)A
Florida Department of Business & Professional Regulation page 1 of 1
Building Codes and Standards 10�021
ProductApprovil Application Detail
Cod.
9 nifty Or
Data 21i
pate Psadino
Data
'Nm Version ifi.duf.cure,
.
Contact Unding,r& Lloarse
villiclated as
Vilikkilied submitted
75CA-roval
Arnar-d Aulyi
R-son 2029 TAMKO Building Products LI.0
Kenn Even Robert Nlemmon
John W, Moz.AvId, FE
10100202C OS12912020
10,17J2020
1?J15o2020 Approved
Category; Roping
(41 7) 624-064 4 PE-551513
(954) 772-0224
Butcat.grury,_ Ludde,ey-rih
k.rd-adorroter-li-prin
Compliance Method: Evaluation Paport torn a
Florida Registered Aminitact- Licensed Florida
Pcfe.icined Engineer
7 1 1
Flue,123MIttlJoraiduft I I
1 1 1 11 I I � 7
I I I I I � � -
- I -
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�_' � � - 1� �' �- �
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entire; Assurance
A,,,,,d for t1ap Atairsood
for Use
lm..t Gearan
$a. A Product Model. Wilber or N
Product Deacritsti-
�
Clarthateir Esoludig. pate
in HVHZ
o'feldo 14vliz
Resistant preastre
I TAIMKO Roof Uncladhiyment. (HVHZ)
Roof undledrityrrent. far ..a in FBC HVHC
06Mi2023
Yes
No
NiA IMA
Itirlidictons.
2 TAMKO Roof Jnd.d.yrd.mslMON-HVHZ)
R.ol.nd.dayin-te for ..a in W n..HVH2
0612BJ2023
N.
Yes
N/A M/A
jurisdictions,
.
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page i oil
11742021
I
Code
Entity *
20 Date
gets Pending
we
TVD- Version
ManufacU.ner
Contact Enciduater & License Validated 1hr
Validated swindled
Far PL,c,v,l
ptacaro,,id!
earty.
Revi,ion 2020
Lemen-
Katrina Jall.y James L. Buckner, P.F. Steve, M. Urlin, PF
4112MO20 11/23�2020
JV29i2020
ding HBC Apip,
Cartoody-- Raising
(5DI) s83-61133 PE-31242 (71-() 31?-8454
SuloCol000ry: Rodfing Adiesearlea that are an
Nelleyetormance,com
Integral Partofthe RoofingSy8ard
Corripliarrit.M.thadu EvalustI.. Report firems
Florida Registered Architect or a Licensed Florida
Professional Engineer
#Lsweit-ftPutguitat,
11 "I �_"; I : I I I I I
I
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, ,
-
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CaraillvAssurance
Avol for Use
Aporinted for use
Impact
Carillon
See #
Pmd.d( Model. Number., No..
Product Vasicristicurd redirect E.P.11-Da.
In HVWZ
outside HVHZ
Resistant
Pressure
I
0-k-Air' DA-4 or TRI-Built Dev,-Air DA-4
L- Profile, P.1yipropylar, PI-fic, Roof Vent 12110,2025
No
Y
No
.97.5/-�T5
MooluenhoftlyAltadined to Ptevood beck�
I
Florida Department of Business & Professional Regulation Page I .1 1
Building Codes and Standards IJ25t2O22
Product Approval Application Detail
Code
Entity Q
Data Data
Date Pending
Date
Tvpe Version Manufacturer
Contact
rnamiser & License
Validated
Validated Submitted
F13C Appledval
Approved Status
R,Vision 2020 All American Shutters and Glass
Mks Barbieri
F.dk L. Bernard.. P.E
Troy Bishop, P.E.
1U2812020 10115�2020
11iON2020
121512D20 Apprmed
Category: Shutters
(561) 712-9882
PE�0046549
(954) $347-0880
SubCategory: Storm Panels
mIk.b@al americanshutte
Compliance Method; Evaluation Report from a
ra,cam
Florida Registered Architect are Livemed Florida
Professional Engineer
I
1711,41,7069HRAProgludW , I � 1 - -1 I
I I , � I
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ApOrdiredfortirse ApprOvediii
Impact Drical
Sag # Prod Lot Model, Nund ther or Nom a
Product D ... liption
Contract Expiration Date in KVHZ
Outside HVHZ
Resistant Fressu
I 24ga Galvanized Steel Storm Panels
249. Galvanized Steel
Star. Panels
12r3lf=2
Yes
Yes
Yes N/A
Page i of 2 1 Florida Department of Business & Professional Regulation
10M)M21 Building Codes and Standarde
� Product Approval Application Detail
page I of 1
W412071
Florida Department of Business & ProfassIcnal Regulation page I cr i
Building Codes and Standards I 5021D21
Product Approval Application Detail
Code
amity or
Amt Date
Date Pending
Date
Mae Verson mrs-fi.et-,
C ad EmAn ... & Ll .....
Validated &
Validated submitted
FBC Agri
A,Pr-,d
Sushus
Revi �in 2020 Ml WlRdoos and Deals
Brentsulnorer Amitheart Architectural
Steven M. Urlidd. PE
1WO12020 1010617026
10119J2020
Approved
Category: Windows
�Tl?� 365-3300 Manufact're's AsIvellfiCh
(717) 31r-8454
SubCategoo, HorizontalSilder
lostlIngerO,mirmil.corn
Compliance allerfuld: Cartifirprifion Mat ff Usting
ue�_ RU11:01, " I I I I
, - -, '�
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Product D ... notion
contract E,minallign Dall
in HVKZ
Outside HVHZ
Resistant
P-stme
i HS 186 Fin end riinge Freme
73.02 I hJudi Class
OMM024
No
Yes
No
-551-55
Florida Department of Business & Professional Regulation Page i .fl
Building Codes and Standards 1 &2021
Product Approval Application Detail
Cod-
Entitir .'
Data 0i usto Rondind
A"
FMM
mm Version
14-factorsir
Carted
Endirrejor & Liciams.
Validated lar
Vsll submitted F3C A-re-1
ApProu,,ild
Sta"'.
Raimai.in 202r
Ml Wild- aid Over,
Erent Sitlihg,r
Luis R Lqrn.�, PE
81- M, Lifth, PS
IOMW2020 10106P2020 111PIV2020
1211WO20
Approved
Cal.grairy: VVh,&,k,a
(717) 365-3300
PE 6251 4
(71T) S17-8454
lijbCalogbryn Mullicris
beltirgerlilrdiwd-tiona
Compliance Method. Evalugfion Report from a
Florid. Registered Architart- Lic.nc.d Florid.
R.f.vriwol Engine.,
I �
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Product Dadvaription
Conti -I
patio In HVHZ Outside HVHZ
R-hriseat
P-Lirs,
2
77614
volfiral Aj..ih.. M.N..
if. Y.a
Yes
N/A
Florda Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
page 2 of 2
10M2021
Cod.
Entity or
Ditur Date
part pendirror
pate
iY21 Whalen
ril.nufaict-ar
C-tiat Lloon., Validated By
Submitted
FBC Ancraval
Apordwaid
But -
Revision, 2020
Al[sid.
Mirk r,ampso, Lyndon F_ Schinid. RE Ry- J, King. P.E
O2111!2l)21 02fl=l
02,U=21
OVIV2021
Approvad
Category: P.rd Wells
(330) 922�23BD PE-43409 (813) 767-6555
subcategory; Solids
rithomp-moalsid-rur
C.difillan.altuth.d: rueluallor, Rep.rtf,- "
Florid. RagIad.rsdA,vhit.ct via Licensed Florida
Pr.fa.!-.1 Engines,
f�
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In HVHz
Outside HVi
sho.latite't
Proesure,
I
a, &qutt;2T!t,ql 8offit
Vent or &did Vinyl soffit 1 2�51,2023
No
Yes
No
NIA
2
b lug-LAII ... a T4&qr.t: 8.151t
Vent or Said Virryl Sift 1VS162023
No
Yes
No
N,A
S
a. &.quot:Graontmar Vintage Beadedi,439: Soffit
Vent or- Solid Vinyl Soffit 12131QO23
No
Yes
No
NIA
4
dr &q.d:O5&oie,, Soffit
Vert or solid Vinyl scrit 1 2f3lQ023
Me
Yes
Me
MIA
5
.. Iuqu.uCbd,lcr O.k&q..t; Seffilt
Venter Solid Vinyl Soffift 12t31QQ2S
No
Y..
No
MIA
6
f, &qhS.pa, Sipinru&quolh, Serfilit
.
V_t - Sdid Vinyl Soffit 12131r202�
No
Yes
No
MIA
Florida Department of Business & Professional Regulation
Building Codes and Staridards
Product Approval Application Detail
Page I art
imo2i
Code
Entilly.,
us Data
Val. Pending
Data
T-6
Version
Milhuf,ehrror
Citriact En.in-8, U..... Validated ft
V,IWW,d Suldruttod
FBI: Archrival
A.lo.vad
State,
RenAdion
202C
L.V. Tiomplacri, Inc. chat Thompson Architectural
Torry Clirlstrian Zachary R. priest Steven 14 Urich. PE
pan 717020 DS`lEf2D2O
09YM020
1211MG20
Approved
Metals Company TAIHCOj
1813) 248-3456 PE-74021 f717) 317-8454
Category: Roofing
to,y@Lgearnalislodifirig,cam
Subcategory: Reading Accessarleel that seen
Integral Part afth. Ropling Sy,t
Compliance Method: Evelustion Report firom a
Fl,dJaR,gIshr,dA,d,itt ,,, Lica-d Flord,
Professional Engineer
E�46914J�4
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P-gruct headed. Number or Name
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In HVHZ
O.Wid. HVHZ
ligli,taint
Pre-
1
TAMCO FJ.tTQpOffRldg. Volt 14h, B.4.1., Tile
26 ge. atat�c,00fvcrdlaadr11Ith barfifte 01001202e
Y.
Yes
MIA
NvA
2
TAMICO Gooson"kVere
26 One. OMO/2026
M.
yera
MIA
-IDI-52.5
3
TAMCO Off -Ridge RcofVwt,.-.,ith Baffle
26 Us. stato rocif-irtilaorwith integrated tratiffe 0910B,2026
Yes
Yes
MIA
N/A
4
TAMCO Round Top Off -Ridge Vent with Bahia for Iris
26 ga. attalid-f-tilet.,with bafirs 09l'0912626
Yes
Yes
NIA
WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P.O. I vf 3
11712D21
Cod.
Entity or
Data [We
[341, Porcine
111.1.
- '
7vpe
Version
111-fairtu ...
Contact Edell & Us-, Validated By
Validated Submitted
FDCAPrl
Avir-d
2"
R.Yeld,
2020
Social Roallig
Anderson Reitit, LAPMG uniform Evaluation Gary W. Welker,
11103n020 11107J2020
11M6124320
Appr-4
Category! Roofing
(Wil3i)(3-6091 Services LLC, �205) 854-DiGO
Suitcal.g.rt, Roofing Tire.
RobdAndersonCitoi
rorripilancis Moth": Svoluallon Report firpin, 2
in
Product evaluation Entity
F"Lerragg-riz
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11-
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Be- �
Product PADdQL Number or Nam
Pr.d,at Cle-lotion, Cam ... I Etariati- Data
in HVHZ
outside KVHZ
Resistant
P-sure
15
Garrory- Shake Site. C.urtry Star, W1 t Old Igntiflidt
Plat Profile - Denver, Co I MIQ020
rJ.
Yes
NfA
Mi
Thatch sail impact
17
Smelly 900 - State. Shake Aarrip: Split Shake
Flat Profit- - ntoclkt.n� CA 1213112020
No
Yes
NfA
MIA
Ill
Broody Soo - Shia, Shake &-P; Split Shake
Felt Pre,fil. - Mittel CA 121311202D
No
Yes
MIA
MIA
, �
Saxony 700 - Shave, sets ��rhp; Split Shake
Flat Pr.r,lo -st-lif.r, CA 12/3V2020
No
Yes
MIA
MIA
20
S-ry 700 - Shake State & Split Shake
Flat Polho - lflilla� CA 12131=0
r4P
Yes
N fP,
N/A
27
Teled, Eared a � Be .a on.
High PrPfila - Katy. TX 1 M1 Z2020
No
Yes
NfA
MJA
28
V,11.
Law Profile � K. ty. rX 12/31=20
N.
Yes
MIA
MIA
Florida Department of Business & Professional Regulation Pa.. I at
Building Codes and Standards i/712021
Product Approval Application Detail
Code
rxility or
Dalle age
Date Perillint
gets
T_- V,usin,
Maderiptsmair
Contact Enctimiler & U-,,,
Validated W
Validated Submitted
F3C A-maal
A,,,,d
'status
Revision 202D
Alpine
Stuart Lov,la ICC Evaluation S-ber LLC
Wife. M. Rariicl� PS
10n1i2inC, iW21202l)
i 1AUZ020
I 1 MOOD)
Approved
catirgrary: structure Comp.re's
(a2l) 710-3,377
(407) 681-1917
subcategory: T,.,c Plat.
saiviaoiaplrdfti,�.ocrn
Compliance, Method; &.1-ti., R,p.rt from is
Product E,ahiidari Entity
firLeltiew,
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produat th'$cTimp
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1144161ham
Preelums
I
ITW 19CG/Atruirs High., Strength CH &-p: 8)
Matill Connector Plate
12f3l/2024
Yau
Yes
N A
NIA
2
ITW BCGIAJpin. Hingo Plate
Metal Connector Plate
1213112024
Yes
Yes
N it,
MIA
I
TW BCG,Amn' Trufox
Metal Conn ector Plate
12f3l/2024
Yes
Yes
NiA
'HA
,,
TW SCGfAlpme Wave
Metal Connector Plate
i 213IM2 4
Yed,
Yes
HiA
N)A
Florida Department of Business & Professional Regulation
Building Codes arid Standards
Product Approval Application Detail
�`aga 1 rf2
grartl2l
Code
Entitv or
Data U.
Data Pdridin,
pate
Cod-
Entry
21111 Ded.
net, pithildin.
".
Code
Entire o
P*_* Data
pan. Pending
2-9.
Tv"s'
Version Ishmorliscaudir
conlihil E-!,.. & Udems,
Validated U
Validated submitted
F15C A,stmn,ad
Aturnaved
status
Tv" WmIon
Manulauntureir
Contact Rughher & Livers.
Valli EW
Validated Submitted
PSCAPProvel
Apord,r.d
steel
Tv"" Venal,
Man-filPturs
Control
Etodee, & Liverra.
Validated 5v
Validated submitted
Fad Avorevid
Ap,,-d
$tat-
Re,,Aeon
2020 Mll Inc.
ErInWaden ICC Evaluator Service. LILC
ICC E,taluation SoNice,
001/2021 06,10/2021
0 811 W20 21
Appl-d
Rematch 420
Wey"hea-,
Rob Baldwin OCC Evisiston SarA�c, LLC
led Lohns, RE.
02.102,2021 1 DM3,r2020
02(DV2021
Approved
Aflumallocr 2020
Apha Aurdinum. Inc,
Joss. slits
Luis vt� Lomas
Seven M. UrIch. PE
11111u2020 1111U2020
11J20120213
Approved
Catsgany;Stnictreal Components
052) 8N-6635
LLC.
Category; Structural Cornponents
k2s:i) 924-6476
raoa� 839-3288
Category: Panel Wells
(407h 509-200B
PE-62514
i717) 317-8464
Subcategory: Tru Plates
.-IdemQuirricir.
�205) 599-9800
subcategory, Engineered Lumber
RodsA.Rald,Mn@weyema
S.bCirtsilgsiry: Soffits
.Iph..l.mmu,irv@yah.
Compliance Method: Evaluation Report from a
Cordirlian- Method; E-lustion Report from,
-s-
compliance Method: Evaluation Report toro a
oevint
Product Evalti.thod Entity
Product E,ialwanion Entity
Florida RegistaredArchlbovit,ra Li,,n,,d Florid,
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Product Desorlptlort
Convert Expiration
Clate Ir HVHZ
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Nardi
Pressure
se'l A
Product Model, Numbusir .' Name
Product Description
Convert Emirill.rd Dad.
In HVHZ
Outside HVHZ
Resistant
Pressure,
Cy.lity Alseurms.
Approved for Use
Aoorowd far Us.
imoaa
Design
1
101RAHS
1 a so, high ,t-Ut, 1,,su ..... oto, elat,
i2v2ii/2022
Yea,
Yes
MIA
MIA
1
Mtrollerm LVL
Laminated Vereer Lumber
OW31=3
No
Yes
N(A
MIA
Send
Product Model. Number or Naw
Product (lanacring,
Creill EltdindIrs, Date
in 4VHZ
outside HVHZ
Resisting
Pressure
2
01138HO
16 ga. super high strength truss connector plate
12131r2022
Yes
Yes
N(A
N)A
2
Pcusle P81.
Parallel Strand Lumber
03131(2023
No
Yes
NfA
MIA
I
Alpha Aummurd Solid 6amp: VenedAluminum Soffit'
Alpha Altimhum Solid &:Vtnttd Aluminum
G?13012025
No
Yes
No
NfA
a
Wl 16
16 g.. truss cormuccrialinle
1213V2022
Yes
Yes
MIA
NJA
�
rn,lde,atend LSIL
L-rietrid Strand Lumber
03131=3
No
Yes
IMA
MIA
rMW & VV.cd
Witr CMIJ tternin; W-1
4
MT18HS
18 go. high strength In. connector plate
12r3l=22
Yes
Yes
M fA
NJA
4
TJ Rim Board
Structural Composite Lumberol-Orlefted Strand
03)31o?M
No
Yes
".
MIA
5
MT20HS
21 go high strength r"s cornedIx plate
12131/2022
Yes
Yes
NfA
N)A
5
Weyerhaeuser R im Board
board Rim Board
Oriented Strand Board Rim &,rd
o3t3i=23
No
Yes
NIA
WA
6
TI-18, MTi8
I& gal. hiss corded., plates
i2121=22
Yes
Yes
NIA
WA
7
TL20 MT20
20 ga, truss connector plates
121a112022
Yes
Yes
MIA
NJA
Florida Departmerntof Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I aftl
IS2021
C940
Dal a Date
Date Poindna
Due
T"'. Veprin- slarrairfsettirrar
C,,A,,t Erpideor& License
Validated W Validated submitted
FSC Arcrunwel
Aturit-ard
stalms
R ... ion 2020 MI Wind-. a no Doors
Erent Stlinger American A.hilPct..l
Steven M. Man, PE 11/22f2G2U 11122/2020
110a,2020
Approuaii
Category: Windows
l7l[7� 3135-3300 Maii0adt-irs Association
(717) 317�8454
. .
"Category: Priced
L.ftfihgr,Q.iu,d_.
Compliance Methork Cwrt&e1Pn Mark wiJaing
' I'Lods lfA _i'.". , I �' , ` � I
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Contract Explirstion Dalle, In HVHZ
Outside livmz
Weser
Resistant
noslor
Pressure
1 185 "N
73. 72 nalilidiid Glassa
041031=3 No
Yes
No
-sot-60
Florida Department of Buslitess & Professional Regulation
Bui Id 1 ng Cc des and Sta India rds
Product Approval Application Detail
page I at
IIW2021
Cod-
Erditw
-. 0-t-
last, Feadd.
ROLE
-
I
'" Version Manufacturer
contact enall & Woorlso Validated By
Validated Subillittlid
FOC Anpreyal
Approved
ALM.U.
Affirmation 2020 PGT)ndustries
Jens Res-dif Nocril-D.de RCCO - CER Mwdniml).d. BCC0 - VAL
llirii5�2020 IV0512020
1111112020
ApprWed
Czag.or: Wnd.-
(1,41) 486-0100 (78B) 315-2590
subcategory: Nations
j-dwald@pgdodustrest,
Compliancrifthithod: Certitication Mark or rising
.m
.
FWLI-filliPro 11 - -1
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I
A- ... d for Us,
Inroad
Deal.,
$ art A Pr.cluel Model. Number or Nam.
Product Deserrit contract Expiration D.0
In HVHZ
Outelle, HVH
Resistant
Pressure
1 MUllicirs for -All [)core and Windr�vd
Aluminum Mullions 05126,2026
Yes
Yes
Y.,
MIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I .r 2
IV2021
Code
Entity or
Data ad.1
Pat, P.rdid.
gets
Tom Varislan
litainufactUrgr
Contact
Enall 9 tuitional
Validated By
Validated submitted
FROAggrordial
Approved
start -a
Revision 2020
GAF
Michael Stish
Robert Ni-Iser
John W. Kh.zrMch r FIE
012612020 09el/2020
10102(2020
12tiW2020
Approved
Category; Reding
MO) 760-2r4i I
PE-58166
(954) 772-15224
Subcategory: A,plialt8hingi-
dretweliggarl
Compliance Method- E-1-tior, Report from .
Flonda R'11stercdArchitect or a Licensed Pence
Professional Ei-oineorr
F MAl"I-lb" 1004iii,
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in hVHZ
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Reset,
Pre-ro
1
GAF Asphadit Roof Shinglas
Fiberglass heintanded 3-tab,
lerr,l-ted. t-tah and
1 DlWD22
No
Ye.
M,A
NuA
hlpftid_cje asphalt shingle,
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P.O. I of I
i0=21
code
Entity a
Dide .1211.
Date P.miltro
0.1s,
Tl Version Manufacturer
Contact Engineer & Ucans, Validated By
Validated submitted
F9C Apprevell
Approved
status
R6,Asion 20M Florde Metal Products Ind.
Clark Jcmaa Juves L BflNa,, REC St"n K UM&. PE
D9)27J2D20 0R!l?5J202a
10104J2020
IV1612atin
Appd
Category: Rasing
004) 783-8400 CBUCK Eirgreirming i717) 317-8454
Subcategory: Roong A-.s.(,. th.rA,, all
clarkoftanne. c.. PS-311242
Integral Pan .find Roofing System
compliance Method; Evaluation Report from .
Florida Registered A,ehitect ., . 1-iii-ed Flerd.
Pi-of-io-I Engineer
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Approved far Use
fill
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Slade Pr.di Model. Numbs, or Me,,
Putdiuct Ousediltain Contrast F,,I,,IJ,n Ease
in HVHZ
outside HVHZ
Resistant
Phila.-
3 3- FLAMCO "�RV 10 Ridge VeriMcluct:
Aluminum Ridge Vents far pitolved rocks fabricated 12131,2024
No
Yes
No
NIA
from 13.025' Aluminum
Florida Department of Busirl Professional Regulation Page I of I
Building Codes and Standards V250)22
Product Approval Application Detail
Code
Entity o
[late Date Date Pending
Date
T_- Version Minninfucture
Contact Engineer & Leaned
Validated 8
Validated Submitted FSC Approval
Approwid
$tata,
R-firsicin 2020 Global Protection Products, LIC.
Tim Robinson W.R.rA.7111t Jr,, RE
John W. Kno-lPh, PE
CIPID812020 Q910812020 10rCV2020
1211512020
Approved
category: Shutters
(954) 5S9-7545 PE-44187
(954) 772-6224
Stb,Cartzrigory�� St.. Pel
tim.robinconQ9pperitcom
Com pliance Method: Evaluation Report from A
Florida Registered Architect or.a Licensed Florida
priefiessional Engineer
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Sol Ili Product Model.,Number or Name
Product Description
Comill EW,hation
Date in HVHZ Outside HVHZ
Resistant
Presnau
1 20 Gage Galvanized Steel Storm P.-WHVHZ
Corrugated Galvanized Steel Storm Panels retained
12i3V2022
Yes Yes
Yes
NIA
2 24 Gage Galvanized Steel Storm Panels/NHVHZ
or not by tracks to provide hurricane protection,
Corrugated Galvanized Shisel Storm Panels retained
123112022
No 'r'..
Yes
NrA
or not by tracks to Provide hurricarrie protection.
Florida Department of Business& Professional Regulation
Building Codes and Stardards
Product Approval Application Detail
Page I oil
117112D21
Cod.
Entity 0
pace Itift
[let, Pollicino
Data
T Visdar- aledurraphirair
C.nt.rt Engineer & Ll - - - Validated By
V,Iidst,d Slijbinnittial
FBC Approval
Alairoved
stot.s.
R.'llsicin 2020 Commercial Concrete Produaialme,
Fallen Gills ganduel A, Greenberg John Hoy
iWeM29 12116)2020
1MST0zo
ding FBCAppr,
Cat*g0Fyr-.G0ivtwaI Components
(813) 659-3707 PE-34245 ia52� 588-53il
UbCathigi Pricaudial Introduced as a Result of
pr.reetga1.d@y.h...vom
N - Tachr.l.gy,
compiled. Method: Evirluall. Report from a
Pierce R,getanodArchit,vt cra Licensed Florde
Professional Engineer
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May 27, 2022
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Mr-MM, Simpson Strong -Tie 2020, FBC Approved Products
links belovo, CLICK HER
Updated 1215Q/,202or
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FL#110446-RS
FL#10456-i
11
HUS! HUSC sarles hangers
Face -mount hangers avabble in widths -ranging from 11-5�8"tro 3.
"
=3
Cc
-cu
Wi6"aarid 6091hits ranging from 4-5116" W I I �tbrcaalad flange
-0
Sea#
Product Model, Number or Name
Product QescdgJLqp
Segill!
Product Model, Numberor Name
Product QascEb&Z
Sea,#
Product Model. Nurri Name
Product DescdgLM
version :HUsC) alVailacla for Mod& having width equalto, or
0
I
Tlteri Stainless Steel Concrete &, MasonrySpreiw VN-SS)
114" diameter Tbrt stainless I masontysunew
I
A21, A23, A4 A34, A:35� A44
Angles
I
BT, 2TB. BTH
Brijok Ties
greater than 5-9A61"
C:
CL)
-2
APA21 AP4 APAO, APVA21, APVA4, APVAS
Outdoor Accrents Angles
2
aMST1 2: GMSTI 4,CMSTC1 6
Coiled Straps
IZ
Face -mount haringars, avalli inwildths ranging from 1-716" to 3-
0 0-
3
APS44, APB44R, APVBE56,APB66R, APS80, APS88R, AP13101Q, APB1Q1OR, ARV644.
Outdoor Accents Post Dases
3
CS14, CSIS, C,51e, Z$20.,CS22
Coiled Straps
$18" aid heights ranging from 9-114!1 t616'
0
U-
FL*95W-RS
APVB4'4R, APVB66, Ai APVB83,APVI388R, APV8101 0, APVE31 01 OR
4
CSHP18, CSHP20
Coiled Straps,
13
LGU3-25-SDS, LGU3 &9-113.,', LGU5,2"DS
Face-mourt hangers
0
L;-,
,-
4
Alob,.1172-4, APDJ-F2R-4, APDJT2-6, AP0JT:2R-6, APVDJT2-4, AF5VDJT2Fz-4, APVE)JT2-6,
Outdoor Accents Deck Jo let Ties
5
r-TS218
CompraistibrilTensibin Strap
14
U.124, LU26, LLI�8, LU210
Face,-intioUnt hang era
Co
0 >
Sea #
Product Model, Num bar or Name
Product, Desodgfiga
APVDJT!2R-6,
a
DSP,,SSP� TSP
Siu d to Plarte be
15
LUC267, LUMIM
Face-mounthl
-0
E
0
1
SDI 01 12DBB
OultdoorAccents Connector Screw
6
APHH4O, APHi APHH61 0. APHH61 OR
Outdoor Accents Heavy Hanger
7
H14 H10A, H2.5A. H5, He, 1-172; H16. H16S, H1113-2, H16-2S
HurricamaTies
1$
LOS scios.hangers
Face -mount haingemovallatIle in widths ranging from 1-9111Q11 to 4-
Q)
(1)
2
SDO 112, S09212; SDI 0112, SDI 0212
S triong-Drive, SID, Con nrector'Sicnew
'6
API-4, API5� APT4, APT6, APVL4, APYLe;,APVT4, APVTS
Outdoor Accerri Land T Beam-to-Calumn7tes
i5
HGT-Z,.HQT-�3, HGT�4
Heavy Gird erTiedown
518" and heig his ranging from 3" to 10-1511 V'
U)
Z
5D911 2SSI SQ9212SS
STQng-D[iveLSQ CQrnector S$ Screw
7
APLH2-4.,APLH24R, Ai APLH2.6R, APILH210, APLH21OR
Outdoor Accents Light Hangets
.9
H-524
HuirriolaniTier
17
MQUO��-SDS.MGU6,25-SDS, Mr.U15.50-81).,9, MCU5.82-SQ5. MG.U7-,OC,51)5
Fna-mount hangers
C
"o
C)
4
91])CF22434. SE)CF2,2512, SDCF22614,SDCF22,7OO, 9DOF22858, SDCF221014:
S1-Dn9.,DnviaSDGP7IMbeTrwCF Screw
8
BVLZ
BlirkVenaef i Connector
10
HSS2-SDSI,5. HSS2-2.SI)S3�. HSS23�SPS3. H$84-SD83
Heavy Stud Shoo
lie
MIU. sees hangers
Face-moul rit hangers available inmciths; ran ly Ing from 1-9/16" to
U)
SDCF221134, SDCF221n4, SDCF27`1958�. SOCF27235a,
9
QBT2Z. C9T4Z
Concealed Bearn Ties
11
HST2, Hsn-. HST�. HST8
8traightstr4ps
11V'arld heights ranging from 6-151le"to
5 SDCP22434, SJ)CP2251Z 91)GP22614. SDCP22700, 9DCP228-)8,-SI)QP22912, Slrorg-Drrve$DCP Timber-C PSaraW
19 QT3Z. CjTO, CJT5Z. CJT5Z Conceit Joist Ties
12 HTS16, i HT,824, HTS25, HTS30. HTS3OC Heavy TW-st Strap
19 MUS26� MUS28 Fece-hrrount long ers:
SID-CP2211OU, SDCP221134, SDCR271400
11
DJT14
Deck Joist Tie
13
HTSQ1 BKTZ. HTSQ20KTZ
Heavy-TvAstStrap
20
SUR! SLIL SULRG, SUi series hayigers.
Skewed face. -mount hangers evarli Wdths� ranging from I -
6
SDHR2T400: S13HR27614, SI)HR314oc, 80HR51614
Stirong-Drive SDHR Corrilbo-HeadSrraw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9116` to 3-91161 and heights ranging from 3-1 M er'to 1"14"
7
SCIS25112.,91D825134, SDS2520Q, SOS25212, SD625300, EDS25-al Z SD62541 Z
Sfroflg-E)r�/esl)s Heai Connector Screw
18
FC4� FCB
Framing Clips
15
1 L8TAIZ. I-STA16, i LSTA21 LSTA24, 1-5TASO, L8TA3.8
Straight Straps
Concealed flange versti �SURC, SULC) ays(ilablo,for gill double
SDS255OO. 8IDS251530,SIDS258100
14
FWANX
Founrdat6ri Wall Angles
16
LST141a,
Straight Straps
2X and 4X models; on ly acute freonge lis-concealed
a
SDS25112ES, EDS2520OSS, SDS25212-S$j SDi SDS25,9r[2sS
Strong -Drive 8DS Heavy-Ouly Connector SS Screw
15
GA1. GA2
Gusset Angles
17
LTB20, LTR40
Bridging
21
U series hein ers
Faqe-mount hangars available in vildths rangingiftom I-S11 V'ta
9
SDWF2716; SDWFW-20, SOWF272 4, SDWi SDWF2730
81rong-Drive SDWF Floor -to -Floor Screw
16
1H;?A, H2�5r, He, HICA-2, HI OS, HI 4, HGAI 0
HorricanaTles
18
LTS12, LT,516, LTS18, LTS20
L n ht Tk-fist Slt rap
13" and heights ranging from 2-518" to I 1A 14"
17
HC-ITZ
Heavy concealed OorstTle
1Q,
MGT_
Medium Qirdartiedown
I s
i HH�
Hsader Hangars
20
wo, msT37. mi MsTm, mST"
Stratight Straps
FIL*110007�178
19
KBSIZ
Knae-Brane Stabilmer
�1
MSTA9, W�TA12, MSTAIF,, MSTA18, msTA,2i, i msT-Aso, QgTA36, Mi
Straight Straps
#,L#1 0�67-li
20
Angles
22
MST�-28. MSTC4Q. MSTQ5Z k�STQea, MSTC78
Straight Stircipa,
Sea 4
Product Model, Nurn ber or Name
Product DesedggM
21
LCF4
post cap
23
morb4aes, lvleiTbasin
Pie�Bsnt Stral.
Sea N
Prod uct Model, Nu m ber or, Nanne
Product Desaii
1
ATRSIO, ATR11Z ATR5/8, ATRa14
Threaded Rods
22
11.650, LS70, LS90
SkerviableAngles
24
MST1126, MST136, MST146, Mi MSTJ72
Straight Straps
t
13A series hangers
Top flange hangers available in Wkitims ratngmg from I -9tI V'to 7-
2
ATUD5 , ATi ATi ATU D-9-2, ATIi ATUDI 4, ATUDI 4-2
Alumin Lim Talke-Uf:� Device
23
LSCZ
Adjust3bler Stair Stringer Connector
25
M7812, M7616. MTS18, MTS-20, M7S24d, MT830, Mi
MLdium7w1stSurap
118" and heiglits ranging from 7-116'to.3011,
3
Sma-2, BP112, BP112-S, BP5/8-2. BP518-3; BPV, SM/4-3, BPRTUD�-4
Bearing Plate$
24
LSSJ2617, LSSJ26RZ, LSSJ28LZ.. LSSJ2 S
eRZI LSSJ210L., i J21ORZ
7-
Field Ad] uslable Jack Hanger
26
NCA2:YIO-IZ NCA-2xi2-12, NCA2%,8-16, NCA20016, NCA2xI2-16
Bridging
2
DGBF series hangers
Top flange hangers available in wdths, ranging from 3-5/6'to 7-
4
Ci CNW112, CNW518. CNW314, CNW518-112, CNW39-518
Coupler Nuts
25
LSSRI LSI, LSSR2 1, LSSR2.37, L8SR2,58. L-SSR210-2, LSSR41 0
Field Adjustable SlopealbJefSkewatble Hanger
27
ROW212, RCWB14
Wall gracing
I/B` and heights,nangritgfirpm 9-114" ta24,",
5
CTQD55, CTUD65.. CTUD66CTUU75, CTUD76, CTQQ77, CTUD,67. CTUi CTUD97,
CouplrigTake4)p Device
26
11
Tie Plates
28
RPS18, RPS22, RPS2O:
Repair Plate Strap
3
DOF series hangers
Top flange hangers avalia�e in kMdthstrangling from 1-1121 to 3-
CTUD98, CTUD99
27
MI 93Z, MI-247, ML28Z, Milli ML2107
Angles
29
RSP4
Stud to Plata Connector
We" and heighterainging from 7-14"to 240.
6
Nd, N4, N55, NO
Heavy Hex Nuts
'25
MMH$
Rooffie-Dmw
�,O
SRI r SPZ Sort, SPO, SP8
SiUd Pii Tie
4
QGHFWos hangers
Topflangs hOngers-AVailible in �Mdths mirging from 1-3X'tc 3-
7
RTUD5, RTUD313c,RTUD4, R�TUD45, RTUD5, RTIJD6, RTi RTUD8
Ratcheting Tate-UpDevice
29
MMHC
HingedRoof Connector
31
SPH4, SPH6, SPH8,
Hb2vyStudF`i1areTl--
5/8" arid heights fatigitrig from 9AM" to N".
8
TUM,TUDiC
Take -Up Device
'30
MMLL25, MMLU26.2, MMLUi MMLIJ28-2, MMi MMILU1211, MMi MMI-Ulaill
Face -Mount Hangars
32
$81 �5, S$2�5, -SS3, SS4.5
Stud Shoor
5
E35� EG7. EG9 series hangers
Top foge hangers evaltable in wicIft ranging from 5�1 14" to
9
TUW38
Take -Up Washer
31
RBC, R13CP
RoofBoundary Clips
STg, ST12. ST1RL W22,ST292, ST2122, ST2115. S7�215, ST5215, ST5224,'ST6236
51raight Straps
716",arid heights ranging from 11 " to 32-1/7',
1 D
URS3
&8" Uplift Rod Run Tiadcwn System
32
RST-3
RoafTWIDOwn
$4
TB20. T1327, TBqC, T1338, TB42, TB48, TB54. TB56- TB60
TAnsion Bridging
6
EGQ series hangers
Top flange hangers available in wilths ranging from 3-518"Icr 7-
I I
URS4
112" U pift Rod Run Tledown System
33
RTC227, R7C42, RTC-27_ RTC44
Rigid Tie Connectors
35
TWB10, TWW2, TW914
Wall Bracing
IM11 and heights tangling from 11-1114" to 32'.
12
WR35
BIB" Uplift Rod Run Tledi System
34
STC. STCT. DTr. HTC4
Truss C lips
36
VGTVGTR,VGTL
Variable Plich Girder Tisdown
7
GLE series hangars
Saddle hangers available In widths ranging frorn 8-1 X1 to s-Tig`
13
URS6
511" Uplift Rod Run Todown System
35
7JOST TJC57
Truss,ackCllps;
97
WE"09- W51 OGG, WB126, WBI 26C. WB1430
Wall Bracing
and: heights, ranging trom 6�11V'to 28".
36
Z-�, Z4, Z44
Panal'Stiffigner Clips
a
GLTV series hangers
Topflange hangers available h wdi ranging from 3-14'to7-
1/8" and heightsionging from I 1"to 32"
FL#10441-Rfi
IFL#10531-R5
9
HS sorieshangers
Top flange hangersalvallabe in w0therainging ffpM 1-9115" to 7-
FL#40447�115
112" and heights ranging from &,to 3(YL
Sea X
'Filroduot Model, N u m beI Name
Plod Uct Descriptlon
Sea X
Phoiduot-Model. Numberormarrile
Pirocluot Description
10
HGLS series hangers
Saddle hangiars available iniMcIths; ranging from 5-11 5,WS"
1
I)TTZ
Hold-down
Sea #
Proclutt Model. Nurn bar or Name
Product Description
I
013H:�.37x&5, 013142.37x7.63, OBH2.374,75
Concealed hargiere
and h6lghi ranging from 10-1 Ir to, 26"�
2
HDC1 OX, H DCI 0122
Hold-down
I
AHEP
Adjustable Hfp-Eftd Connector
2
OU, DHQ, DH UTF series hangars.
Face -mount PU, DHU) and top-fliange.(DHUTF) hangers
11
HGILT seribs, hangers
Top flange hangersavailalole in Wdths ranging from 3-1 1,Vto 5-
3
1 HHDQ11, HHDQ14
Hold-down
2
DSC2R-SDS3, DSr,2L.SDS3. DSC5R-SDS3, 0SC5L-SDS3
Drag Strut Connectors
avaiNhia,inwidths ranging from aid heights
We" and heightgianging fmm7-1t7'to3Z'
4
HIOU2. HDU4 i HDLJ8, HQIUII HDU14
Hold-down
3
GBC
Gable Bracie Connector
ranging from 0-1/8" to 23-lelfu,-
12
1 senes hangars
Top fL ange hargersavallable In widths ranging from to 7-
5
1 HPA35
Strep-slyle purlin anchor
4
HCPI,81, HCR2, HCP4
Hip Corner Parts
3
HGL13,68L�SDS, HGU5,25-SQS. HGU5.50-SDa, HGU5.b'2-SD% HGUT.00.SDS. HGU7.2�-
Fade-mourit hanger's,
118" and heights ranging from 14" to a3r'
6
LSTHQ8,LSTHDBRJ
Strap -style holci�dovvn
5
HHR.C2-2, HHRC42. HHRC42-2, HHRC411L5I, HHRG44, HHRC5.2513,25, HHRD5.371512�
HeovyHiptp Ridge Connectors
SDS, HGIJ9.00-SQS
15
HIT series hangers
Top flange hangers available in wdths rainging from 2-5/15"to 3-
7
LMASA, MASAP
Foundation anchor strap
HHRC66
4
HGUS series hairlger�;
Fece-throulit hangars available in widths rarig(ingfrom 1-51&' to 7-
gill 8" and heights ranging from 18" to 28"�
B
MPA13�, MPA144
Strap -style purlin anchor
e
HRC1-131, HRO22
Hip Ridge Connector
&S"arld-theights ranging from 5-5116"to 12-7/8"
14
HUSTF'series hangers
Top flange joist hangersavailable, -in widths ranging ftom3-118"to
g
RAI 8, PA23, PA2B, PA35, PA51, PA65
S)rap-style purlin anchor
1
LRU26, LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5,2,5,SDS, HHGU5-50.SM- HHGi HHGU7 OQ.SDS,,HHGU!Z5-SDS,
Fgice-mourtt hangers
3-9115" and heights rarging from 5-30 to Is'liv,
10
PAII8, PA123 PA128L PAI155
Siroip-style purfin anchor
LSSU28, LSSU21 0
LJg lit SlopeatOWSkewai LJ Hanger
HHGU9,DO4SDS
15
HUTF, HUCTF wies hangers
Top flange hangers eyaiIaWe in widths ranging from 1 5-
11
E�i STHD10RJ
Strap-sty'le hold-down
9
TBE4, TBF6
Truss; Bearing Enhancer
6
1 HHUS28-2, HHUS210-2 1-11HILIS0, HHUS48, HHUS41 0, HHUSS-50110�
Face-mourit hangart;
112",and theighisranging from Z-7116"to 15" Concealed flange
12
STHD14- STHD14RJ
Strap -style hold-down
10
TC24� TC26, TC29
Truss Clip
H HLJS-/.25fl 1)
iversiori (H U.GLTF) avlailsibleforall models having width equal to or
11
THA29, THA213, THA218,THA219-2, THA222-2, THA413,THA41 8,THAC4f8, THA422.
AdjqsbipaTruss Hanger
7
HSUR. H9UL, HSURC, HSULC series hainglars
Stpowed face -mount harigars avalable In widths ranging from !3-
greater then 2-9/16"
THAC422, THA4-26, THA422-2, THA426-2
lie" to 5-118" and heights ranging from 4-3t4" to
16
HWP series hangers
Top flainge hangers available in welths, ranging from 1 -9/1 G" to 7-
co
12
THAII,elf22, THAZOaQ2. THAI-2 V22. THAI42, Ti Ti THM422
Aditustable Truss Hanger Sized for I -Joist;
Concealed flamigivyergion (HSURO, HSLILC) avoilobIefor alit
IJ8" and heights ranging from 5-319'lo 28"
15
THAL42Z THAR422
Skewed Truss Hanger
ouble.2X and 4Xmcdols: only acute -flange is concealed.
17
14WPH ser[f--,.h.anger--
Topflarigeripirgers available In Nvidthelanging from
3,
W-1
14
THJA2S, LTHJA213� LTHMA
Multiple Truss Hangers
8
HTi HTUi HTLi2l 0, HTU,2Q-2,HTU26-1, HTli
Fooe-MoUnt hangers
1/7" and heights ranging from 5-51V'to 3Z'
15
THJM2�4-SDS3, 7HJM2-5�S1)S3, THJU26, THJU2&W
Multiple Truss Hangers
P
HU, HUC series hangers
Fgce-mourt hangers available in widthis ranging from 1-911 61c) 7-
18
ITS series han gers
Top flange hangers avalbble in widths ranging from I -VIV'to a-
C- C=
10
TSBR2-24
Truss Spaceir-Restrairit
1/2" and fieighN rarigIng from 2-7/8" to 19-114"- Concealed Range
5/8" and heights ranging from'9-1/6'lo,16'
r11:`
C141
17
VPA2, VPA,25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUO) avallable forall iii having wIdth equal to or
19
Ja series hangers
Top flange hangers ai in width afl-gi heights
co
L4- ><
18
VTCR
Valley Truss Clip
ranging1rom-5.43f8"to 7�14'
Co i
10
HUOCI 8119-80S, HLJO01 �81/1 I-SCS. HUCQZ10i HUCQ2IO-3-S0S, Hi
Far
,a_MoUrTtLhargas
20
JBA series ha rfge rs
Top flange hangers available in width ofl-9116'and heights
C14 =
CZ M
SDS. HUCQ410-$DS, HUCQ412-SDS, HUCC515fib-8DS, HU[CQ5Z511-8DS. HUCCielil-
ranging from 9-W1 O'l-ta, 13-118"
-4z
C14
SDS� HUCQ612-SDS
CU
E
Simpson Strong-Tie2O2O FBC Approved Products
Updated I MM02C
Simpson Strong -Tie 2020 FBC Approved Products
Updated J2r4VA2Q
Simpson Strong-Tie,2020 FBC Approved Products
Updated 12=.02(1-
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/30020,
CMMFor di links to -all S�T approvals rstedl belov,C]LICK HERE
Aiiiiiiiii�
Fordli lInksloall $8T approvels listed peo%v,,gLICK HER
C=.
For dii inks tQ,*II S$Taioprovals I �elvmj�r
==;.r
For di llnk�rovll S-9TabprovaJs listed Wovit.01LICK HER
For additional ini[Quriadgn regarding Flonda!e-Staewide Product Approval System and Mari -Dade County Notice ofAcceptencr [140A). �Z�R
For additional infournalion reQeniinq 1`londa!sSLate*ride Product Approval System arid Miiffi-Dade County Notice ofArmepitanco (NOA). Zjaj",
For -addlional Information regarding Floncla!s-ttatewide Prodi Approval Swterrr and Nlrarn(AXdir County Nctiw ofAcceplainco,INCA),
F* additional Information rWiding flwcWs 6tatowide Product Approval System and Mam-Dede County Notice of Acceptance (1,10A), 21�" �,,
-11
LEIseriLs hangers
Top flange hangers available in wdth of 1 -0/16'arrcl heights
FL#I 14WR
18
S)LBVI,56, 5148VI �51, SILVZOEI. S/LBVZ37, S)LBV.25e. SILBV2,68� S/i
Top Flange Joist Hangers
5
SET-XP
Achesiva Anothorlow concrete
ranging from 5-3/8" to 15-118"
SfLBV,3�66, SILBV3.62 SILBV4,06, SILEV4.12, S/UBV4,281 51LUV4.75, SfLBV5�60
e
ftong'-fDolt2 (ST82, STB2�41SS; S77V-6i
Shroni Wedge Anchorfat concrete available in carbon
22
LBAZ series hangers
Top flange Wingers available in voidth ofl-9/16" and heights
Seg #
Product Model. Numberor Narne
PMOLICI: Descirlption
19
Sii. SvoTT2z. stHTTI 4, HTT4, i
Holdowns
steel and Typar:3D4 and 316 stainless steel -
ranging from!W-3fl 8" to 13-IM"
I
HHUS210-3, HHUS210-4
JoIst'Harigiel
20
SM ST60,
Straps, 118 m it (10 gi
7
Titen HD MH"H, THD-HMG,THDLH4SS, THDi THD-08, THD-CS88:31
Titen HD Heavy Duty ScrewAnchorfor concrete and masonry
2a
LEG3, I.E0.5, LEG7 series hang"
Top flange hangers avallable in weths ranging from 3-114!'to 6-
2
HR56� HRS8� HR$12
Strap Tier.
21
SP4. $1`5
stud Plate Ties
available with hex head In carbon steel and Types 304,and 316
W13" and heights ranging from 9" to 33,11211
!3
H]JCO210-ZSCSIAUCCi2I0-&SDS, AUCQ510-S'DS
JoIrtHanigar
22
SSP, DS� TSP
Stud PlataTies,
stainless steel, or �Ath codritersunk head in carbort steel and
24
ME05, ME07 series hangers
Top flange harrigers-avallable in widths ranging from 5-114" to 6-
4
THG8Z THGB3, THGBH2, THGBHS, THG8114
Joist Hainger
'23
SM DTC
Truss Clifir
Type 31 stain i
7/9" and h6ghts ranging fircim'9"to 32-117'
5
THGQ2-SDSS, THnQa-SDS4.,5, THGQHZ�SDS3, THGOi THGQH4-SCS6
Joist Hanger
24
721)22
Truss l3race Diagonal
8
71 HD Rod Coupler (THD37634RO, THD50934RC)
Titan HD Threaded Rod Coupler for roncreib�
25
MIT series hangers
Top flange hangers available in wdths rang-Ing from 1-911 V'tc 5-
e
THGM-3, THGIM-4, THQW4-3. THGW4A
Joist Hanger
25
TJC37'
Truss JapAConnectur
-9
7111 HD T-hroaded Rod HangerqHDB25IO8RH, THDB$71,58RH, TH03721211H,
Titen HO Threaded Rod Hargerfor concrete
118" and heights ranging from 9-114" to 24"
TH 13=3417.Zi THDI 0212RH)
26
PF, PFB, PFDB, PFD$B series hangers
Top flange hangers available in width of 1-9/16'and heights
10
WadgerLAII IWA)
Wedge -All Anchor for masonry
ranging fromZ-3ff' to7-118"
FL#11473,R5
fi 3904-115
2T
'25
RR
WP series hangers
Ridge rafter connector
Top flange hangers available 10 widths ranging from 1-9116" to 7-
Sea #
Product Modek Nurn bey orName
Product Desadp=
SQCI #
Plicidi MOdOl. NQM her or.filaille
Produd Descirlotiort
EL#IW30-RO
I f6" and hello hits Wging 9 1/4" to 32",
1
DE-AL.20
Double Embedded Truss Anchor
1
cCam5-s2-,sDSHDG,,CCqM4-62-SDSHDO, CCQM5-5O-S1)SHDG, CGTQM3-62-SDSG,
Masonry Pier Caps
2
FGTR,,,FGTRHL. FGTRHR
G indef Retrofit Anchor
CCTQM4le2-S0SG. CCTQM5-50-SDSG, C=Ml!t 62-SDSG, CCCQM4,6-1-SDSG.
Produdliliddal. Numberor Name
Product Description
43
11116� i 1116-2� H18-2S
HurrIcan e 710-
C1Cr-QM5.5OSDSG1
1
AT-XP
AT-XP Hilo htetrength Acrylic Adhesiv e for oDrcrallv or mawn ry
FL*I 0860-
4
HETA12, HETAIII,HETA4. HETA24, HETAAQ
Embeddiad Truss Anchor
2
ECCI-QW-02G-KIF, EC1CLQM4.62G-K, ECCIQfV15.e0G-KT, FCCLILQM[133,62Gm KLT.
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhes-rve forL mason ry
5
HETAL-112. HETAL18, HETAI-20
Embedded Truss Anchor
E=LLQMD4Z2G4J, ECCLLQIvlD55OG2KT, E?,CLRQML)1'62G-Kt. ECCLIROMD4.620-
:�
SET-XP
SET-XP Hl�-Strenqtlh Epoxy Adhesive for masonry
Sm 4
Product Model, Number or Narne
Produdit DescEiiii
6
HGAMIQ. HM9
Masonry retrofit con nectom
Kr, ECQLRQMD55OG-KT
A
Strong-BoA2IST132)
Stroing-Bolt 2 Wedge Anchor for masonry
1
ASA44, ABA44R, ABA46, ABA413R, ABA66, ARA65R
Adjustable Post Base
7
HHETA16. HHETA26, HHETA224. HHETA40,
HeavyEmbedded Truss Anchor
3
HGUM5.25., HGUMi HGUI HGUM7r25, HGJM9.00
Heavy Masonry Hangers
:5
Tillen 2 (T7N2)
Titan 2 S;newAnaborfor-Goncrete
2
ASU44t ASU44R, ABIJ40. A8046R, ABUi ABU5-6. ABUG5, ABU66, ABUfli Aitiuoe,
Adiust�ble Post Base
8
1 GT3-SOS2.5, LGT`4-�053
GrOerTiadown
4
LGUM25-2, LOUIM26-3, LGUM264, LGUM28-2, LGi I-GUM25-4, LGLIM210-2,
Masonry Bearn Hangers
6
Tilen HI) CFHD-H4SS, THD-HOSS, THD�CSQSS)
Titan HD Hoaivy-Duty Screw Anchor for concrete available in 304
ABU88R, ABU1010, ABUID10i ABU1212, ABU121,2R
9
LTA2
LateralTruss, Anchor
ILCUMZO-3, LGLIM2ID-,4, �-GUM48.,�--GQM48, LGJM410
or-316 strajiTlessi.steelwith hex head, and3lie stAinlass steel,witri
3
4
ABW44Z. ASW44R7. ABW46Z, ABW46RZ, ABW66Z. A�WWRZ, A8VV1
AC4, A04R, ACE4, AC�6, AUR, ACE8
Adjustable Post Base
Post Cap
10
I I
METAI 2, META1 6, M ETAI 8, META20, M EFA24, META41T.
MSTAM24, M,1:;rAMi MSTCM40, MSTCM6D
Embed ded Truss A n ch o r
Strap Tie for Masonry
5
MBHA3,12/.9.25, MBHA�12111,25, MI3HA3-6W 25, M8HA3.5"25 MBHA3.56111-25,
INISHAS-661111.8,5, MBHA3,561`14� MBHA3reW16, MBHA3.56M9t MBHA5.6Qf7L26.
MasonryTop Flange Bearn Hangers
7
Titan Turba FNT)
countersunk head-.
Tirren Turbo Screw Anchor for ocriceli or masonry
.5
1504, W46, BC4R, BCS, BCV, BC6, BCS2-V41 BCS2-3/e
Post Cap
12
MTSM16, MTSIM20, HTSM16, HTSV20
Twist Strap for Masonry
MB4A5I5W9-25, fMBHA5 5011 25, MBHA5-5CVI 1,88, MEJH A5 5VI 4, MBHA5 50fl 8,
6
CE144, CB48, C:94&, Ci C1368
Embedded Colurrin Base
MBHA5-50118
I
C8SQ44-SIDS2, CSSU45,30S2, Ci3SQQ6-SDS2, CBSQ86-8DS2, CBSQ58-SDS2
Embedded Column Base
6
UBHU3.5019.25, M61-11.1,345111,25, MBHU;3. 66JIL1i88. MBHU3.56114, ME3111,15,50110,
Masonry Elearr Hangers
FL#1 W37-R3
8
CC, SCC, ECC , U Series
Baited column capsAft W1 ranging from 3-11,Vto 9-112'and
Fi 1496-RS
MBHU3 56/18, M8HU5,5O19,25, MffHU5.%I 1.26, MBRU5.60tl 1,86, MBHU�5atl!4,
>
W2 ranging from 3-518" to71fZ1
MBHU5.50115. MEHU5.50118
Sea X
ProdijidtModel. Numbgror;Nam
Product [Mcirlot on
CIO
0
9
CCQ-SDSZ5� ECCQ-SDS2,5 Series
Screwed octumn caps WM WI ranging from 3-114" to 9-1/2'and
-Q&a X
Produot Model, NumWiror game
Proctluct Dosctintion
I
XQIS1O16,XQ1B1O16-4K
L-
VV2 rar_qling from 3&1" fa7-1Y71
1
QTT1z
DOCKTension lie
Drill Point
>
10
QFT447
,,, OPT66Z, CP`r88Z
Concealed Post Tie Base
2
HD12, i
Botted Haidowns
FL4M3975-
2
XLQI�14T -2k
.1224, XLQI 1 4B1 224
412�24 Strong,Driva XL Largb�I]Vad Metal Salf-Driling, Tglopoig
CDL
I I
EPB44A, EPB44, EPB4$, EPBO.5
Embed, ded Post Base
5
HD3B, HD55, H07B, HE)QB
Bolted Holdowns
SOrevs witth #5 Drill Polit-and Large DlauhlOtfilr Hex Washer Head
12
EPS47
Embedded Post Base
A
i HTTS, HT7.5-3/4
7ension-Tiez,
Sag #
Product Model, Numbeiror Name
Product Desorliption
XMQ1 1,4SI 224, XMQ,I 14BI 224-2K
#12-24 StporiR-Drivo XM.Mediurri-Head Metal SelfDrIlling,
0
<
13
1 QB66
Embedded Column Base
e
LTT19, LTTz0B1
LighitTeril"t riTies,
1
SDW=Q, 5OW2ZM, SOW22438, SQW224�8, SDW22500, SOW22000, Sovww,
Strong-L Drive SJDW EWP-PLY and TRUSS -PLY Screws.
Tapping Screws wrt1h#5 Drill Poirdand Medium Olameter Hex
14
LPC4Z,LPCBZ
Light Post Cap
80=604
nl 1 4$1224t XQI 1 4B1224-2,5K XI 14$1224, XQ11 2S`1224� X01 1,2E31224-2K
#12-24 Strong�Dnva X Metal Seff-Crilling, with Ite
15
Ni MPB66Z, TYIPB86Z
Moment Post Base
2
SD=Iwoz SoWC15600
S.trDng-Drlve Si TRUSS Screw
Drill Point
16
P944, P544R� PB46� Pi FBOOR
Embedded Post Base
FL#1362R-R5
'a
SDWI-1193000S. $DWHI@40OD& SI)WHIDBODDS, SDW4,lQ8OQDS!SMH'IQIa0OD8
Stroril-DrIve SDWH TIM2ER-H8XSorew
6L
�U41S101,13. XU54B1OI6,$K
#10-115 Strong -Dr
JYe YU Metal Self-Drillingi, Tapping Scr"M Wait
IT
PBS.44A, PBS4fl. PBSM
Emi Post Base
4
SQWH27500G,,9DWH27t3OOG.SDVVH271 DOUG. 81)WH27120i
Srong-Drii SOWH TIMBER -HEX HDG Screw
#1 Drill Point
18
PEVOIPBvlo
Round Post Bass
Seq #
Product Model. Number or Name
Product Descrintion
�5
SDVJ811621.2� SOW816300, SDWS16312, abwsi 64uo
Strorg-DrIveSIDWS FRAMING Screw
19
PC44-15, PC46-16, PC48-16. PC64-15, PC66-16- EP044-16 EPC46-16, �Po48-i8t,
Post Cap
I
EB5115)(24, SB718-�24,SSJX30
1§13 Anchor Bolis
a
SIDWS19500, SDVVS1,9712, S�DW,92240D,SIDWS225bO�SDVVS22612, SDWS226004
Strong-DriveSDWS TIMBER Screw OntenOr Grade)
0
EP064-16, FPC80-16
2
SSTal 6, SST820, SSTB24, SST828, SSTB�34, S��TSBii SSTBI 5L, SST820L, SSTB241
SSTIaAnchor-Boits
SOW8�2800,SOWS221)OD, SOWSZ211 000, SDWS2?1 I DO., 81DWS�21200,SDW=1500
FL*185320,RO
20
PC4Z, PC4RZ PCSZ, PCORZ. P08Z, PICBRZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ. EP08Z,
Post'Cop
SSTB281
7
SDW=300DO. SIDWS224CODB. SE)WS2250OD13. SDWS2226OOD8, SIDWS22,30008,
Strong-DriveSDWSTIMUER Screw (EdericrGfade�
�SDWS22IOOODB
§W
'Protluct Model, N(firriftrior-Naffie
Product Description
<
21
PPB44-47 Pi
Post Base
8
8DWSM1120BB� SDWS I 2Z512DBB
Outdoor Accents Structural Wood Screw
I
DSSCB41�5; DOSC948, DSSCS48. DSHS
Bypass ram ing Drift Sh-vt Con riector
(D
22,
1
Reli Post'Base,
FL*13872.R4
9
SDWS273OOSS, SDVr
,A27409SS SDWS27_5()OSS, SDWS27500S.,',-_LSDW s-27eOOSS ,
2
FGB4a54 FGH45,5, FCS4T5, FCa49,5, FCB411 5
Bypass Framing rusdmClip �Coihneotdr
U)
SQWS2710OOISS, SDWS2712OLOSS
13
FRHM34,91016, `PHSD!1481O15. FPHSD34EI1015-5K.-FPHSD34,91214.
410-16 and #12-14 Strong -Drive FFIHSD Framing-to-CFS Self-
Sect
ProclWat Model, Numbar.,or Name
Product Desiorittittlon
10
SDWIJ13400
S1ror�-Qir1v9SDWVSOLE7O-RlIV -',crew
FPHSD3481214, FPHSM4Bl2't4-5K
D611ing. Tappingi Screw&
CIO
rL*io%6.Rz
I
CMST12� CMi CMSTC16, CS14,CS161 CS18; CS2O,0Sn
Cdi Straps,
I I
STN22
Outdoor Accents Hex-Hoad Washer
4
LSFCZ25i LSFC4,25, LSFC6,25, SFC125, SFC4-25, SFC6.25
Steel Framing Con-nector
En
2
HRi Hrisa. HRs12, FHAB, FHA9, FHA112, FHAI8, FHA24, FHAso, mi msTi3s,
Straps RT mil (12 g a)
6
L$SrC4�26, L;SSC5Z5, S= 25, SSC,25, SSC6,25� MSSC2,25, Mi 25: MSSC6 25,
SteetStud Cormeacis
Sea #
I
Produ6t Made], Nuirriber or Name
FJA, FSA
Product Description
Foundation Anchor
3
MSTIQ, i MSTI72, SIMST27,SIMST37, SrM,9T48
1 HTS28: HTS81), HTS3OC
Heavy Twist Straps
FL#15363-R3
6
MSSG4�26KW�.MSSG6,25i
RCKW$, RCXVV,5,5,'RCKVV7,I5. i RCK\A65S
Rigic, Knee Wall Connector
<
2
FRFP
Plat Retraft Foundation Plate
4
LSTA,30. LSTA30� LST149, L-ST173, MSTAQ, MSTAI2, Mi MSTA18, MSTA21, MSTA24
Straps 43., mil (IS ge)
7
SCS403A,-SCR45.5� SCB47.5, SCB49.5, SCB411,5, MSCS45-5, MSCB47.5
Bypass Framilig Slid-Ciii; Con nectar
3
GH40-5 Gi 0 H48-6� GI148--,5�, GI-1410-6, QH41 0-8, GHW-Ut G HbS-8, GH6§-O, GH65-
8�,,GH5110-6, InHdri
r, irder Hanger
5
6
LSTAg.LSTA12:LSTAl-5,LSTAIB,L-STA21,LSTA24,5 92.ST212,
TZ Z ST2116. 5T2215
I-SUSH3,25, 5USHO.Z, MSUSH3,25
Straps 33 m1i (20 gp)
8flogipq Corineutor
Sea X
I
Productliloctell. NumbarorName
AS 18. AS 1 8S5, AS 1
Product Descrintion
lOgaTTusaPlatm
�8,
ig
-5197
SCSZ32W97, SCSN 5QS82-5/1 18, -SCS82-511 18
CICM
SCV4251. - -5
Bypass FramingrConirrector
He,4d-of-VYa1S1Ide,CI�p, Connector
4
GL95A, GLB66, GLB5C, GLB50, GLB7A, GI-1375. Gi GIL37D
Glulam Bearing Plate
7
LTPi5
Lateral Tie Pilate
2
AS 20HS
20 ga, Rig h Strangth Trust Plate
ID
SJC825, SJCIG.25� MSJCe,25,.MSJCIO,25
Stget
5
01)�I`512, GBL7612, GLBTS16, G2i 0,LaTS20, GBi
Glularin 2,cArirg Pllata�
9
LTS12, LTS16, L7SIS. LTSZO
Light Twist Straps
3
ASmN
20 gai, TrussPlate
11
SSS3,51 a
Bypass Framing Slide-011p Strut Con nectar
6
HGi HGLBB. i HGLFD
Heavy Glulann Bearing Plate
9
MSTA30, MSTA36, ST6215,STQ224, ST9, ST12. ST18. 5T22, MISTC28, MSTCK MSTC,52
54aps,54 m1i (16 ga)
4
ASHP
Hinge Plate �onrleptor
12
X1,51-13481414, XLSLH78BT414
#14-14 Strong -Drive XtSH Shouldered SelfQril Tapping
7
1 HGV,�, i
Heavy Gird er'Ill
10
MSTC66, MSTC,70� ST8136
Straps 68 mil (14 ga),
Slicrews
ui
8
UFPIG-SDSS
Universal Foundation Plate
11
MTS-1-2. M791 8, MT81 8� MTS-'10. MT830, VTS24�j MTS3OC
WdfurnTwisitStraps
13
XC`ltl'018�X01910116-41< XQI'SI21A XqlBI214-3.5K,Xq78Sl2,24,XO7&al224-Sk.
,
410-16. #12-14L and #12�24Suarig-DriveX Metal SErif-prid1ling,
9
URFP
Universe I Retrofit Foun datoh Plate
12
SIBI �56, SiBi,811,$18106, S/132.37, S102,66, UB2,6&, SIB3,12, SIB3.�56, GB3,62, SIB41,06,
Top Flange �oist Hangers
Fi
X01 1481224, XQ114B12&'i5K ' XQ112S1224,XQI12BI2
X1 S1101 a, XIB1IOI 64K, XIS1 214. XI BI 214-3,5K
Tapping Screws
< 0
13,
5164.12, -51134�28, SIB4�75, 505,50
Sffik2l 2J8, SfBA2.12fl Q� SMA2.1211 2, SIBAZI2114, SIBA4.1818, SfBA4�1 EVI 0,
Top Flain geJolstHangers
ProductModel. NurriberorNatime
Product DescagrM
SIBA4,18112, S/BA4,18/1�
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Adheai�e Anchor for concrete
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Gas-acwato fasteners and assemblies
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S/i SIHD813, &HDIDS, SIHDI OS, VHD15S, SYHD1 5B
Holdowns
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MIAM MIAMI-DADE, COUNTY
PRODUCT CONTROL SECTION
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Cast -Crete USA, LLC
Cast -Crete LLC
Cast -Crete USA, LLC
-0 0-
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stmet, Room 208
BOARD A" CODE ADMINISTRATION DIVISION Mi=4 Florida 33175-2474
T (786) 3,15-2590 F (7K 315-2$99
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
a) 6
-I.-. C/) .—
Co -co
NOTICE OF ACCEPTANCE (NOA) 1tww.miam[dade ovLecanom
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(D -0 0
I EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
0 -2 (D
Cast -Crete VSA, LLC
6324 County Road 579
A. DRAWINGS
A� DRAWINGS
A. DRAWINGS
C=
0
Seffner, Florida 33584
1. Drawing No. FD4612, titled "Precast and PrestressedLintel Details ", sheet I of 1,
J. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of
= .0 LL_
M -4�
prepared by Craig Parrino, RE, dated Adarch 24,2003 and DrawingNo. LT461Z titled
1, prepared by Craig Parrino, A E., dated March 24, 2003 and Drawing. No.
1, dated 03124103 and Drawing No. LT461 Z titled "Cast-Crele 4 6 & 12
%,—
0
C/) M 0 >
SCOPE:
"Cast-Crete4' 611 & 12 "Lintel 94� Load Tables", sheets I through 3 of 3, prepared by
LT4612. tilled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all
-0 E a) 2
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, PS, dated March 24, 2003, last revision #1 datedApril 28� 2003 both
through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
prepared, signed and sealed by Craig Farrino, P. R, on 08119114.
C/)
U)
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed hy Craig Parrino, P.E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
C)-
U) <
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
March 22,2012-
8, TESTS
(AHJ)_
11 Test report onflexural testing on 4 "1 6" & 12 " Precast Concrete Lintels Filled and
B. TESTS
1. None.
This NOA shall not be valid after the ex piration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel sperimens, perASTME-529-94, prepared
C. CALCULATIONS
Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1, Xone.
1. Calculationsfor Cast-04ete Lintels, dated 0811912014, pages 14.201 through 14.236,
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Cheistopher,4. Ramon, P, K
C, CALCULATIONS
prepared by Craig Parrino, PX., signed and sealed by Craig Parrino, P. K
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 thbirjarisdiction. RER reserveSLthe rightto revoke
C. CALCULATIONS
1, None.
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami�Dade, County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintely, dated 05129103, 207pages, prepared by Craig
D. QUALITY ASSURANCE
1, By Miand-Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino. P_ E., signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Envirunmentand Regulatory Affairs.
INs product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
2 Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
Pai7qno. P.E., signed and sealed by Craig Parrino, P.E.
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. Mone.
Zone of the Florida Building Code.
1. None
DESCRIPTION: (Cast -Crete) 4", 6"&- 12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION'
-
F. OTIWR
APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
1. Quality System Mmualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letierftom Cast -Crete USA, Inc., dated 0811912014, signed andsealed by Craig
z
prepared by Craig Parrino, P,E., dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
,poration, dated February 03, 2012, signed and sealed
1. Letter from Cast -Crete Cor
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Cmt-Crete Quality 4stem Manualfor Prestressed)"roducts dated 2 002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Patrino, P.E.. on January 22, 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp witli the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A� DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-032L,07
1� None.
z
NUSSILE ItYPACT RATING: Large and Satall Wssile Impact Resistant
1. Drawing No, FD4612, titled 'Precast and Prestressed Lintel Details". sheet I of 1,
A. DRAWINGS
LABELING, Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
prepared by 0-aig Parrino, P.E., dated Adarch 24, 2003 and Drawing No. LT4612, titled
L None.
B. TESTS
County logo.
"Cast -Crete 4 "V 6" & 12 " Lintel Safe Load Tables sheeu I through 3 of 3, prepared by
1. None
RENEWAL of this NOA shaft be considered after a renewal application has been filed and there has been no
Craig Parrino, P.E., dated March 24,2003, last revision datedMarch 11, 2008.
TESTS
C. CALCULATIONS
W
change in the applicable building code negatively affecting the performance of this product,
B. TESTS
1. None-
1. None.
TERMINATION of thisNOA will occur after the expiration date or if there has been a revision or change in the
L None,
C. CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C. CALCULATIONS
1. None,
D. QUALITY ASWRANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. By kfiami-Dade County Department of Regulatory andEconomic Resources (RER),
any section ofthis NOA shall be cause for termination and removal of NOA_
1. None.
D. QUALITY ASSURANCE
Eo MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by
D. QUALITY ASSURANCE
1. By Mlami-Dade County Department of Regulatory and Economic Resources (RER).
1. None.
the expiration date may be displayed in advertising literature- If any portion of the NOA is displayed, then it shall
1. By Mrami-Dade County Building Code Compliance Office.
be done in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the m anuf c d
a turer or its, distributors an
E. MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by, Cast -
shall be available for inspection at the job site at the request of the Building Official.
L Atone�
Crete USA, Inc., dated 08108117, s igned & seale d by Craig Parrino, P. E.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- I tli-2, E-3, E-4 and
9 AL
d IR-141--1
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed -by Helmy A. Makar, P.E., NLS.
/�,Ililniy A. Maka r, P.E., nS.
su24felmy A. Makar, P.E., NLS.
4�;41efwy A. Makar, P.E., NLS.
cc C_..) C14
ProiTuct Control Section Supervisor
Pro uct Control Section Supervisor
ct
Product Control Section Supervisor
Cl-
MM NOA No. 20
U� k lk�. -0630.15
QMLAMHMMDE ff =)NTY A
Expiration Date: 09/111-2023
NOA No. 20-0630.15
Expiration Date. 09/11/2023
NOA No. 70-0630-15
Expiration Date: 09/11/2023
NOA No. 20-0630.15
Expiration Date., 09/11/2023
Cc= �
C-4
2 R
a Approval Date: 08/20/2020
Approval Date., 08/20/2020
Approvskl0ate: 08/20/2020
Approval Date: 0$/20/2020
CL.=
Page I
E-1
E-2
E-3
E
C, =
B9 cc
7V_
E
C3
C2
Cast-Cretv USA, LLC
Cast-Crete,USA, LLC
NOTICE OF ACCEPTANCE: EVIDE NCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
R. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A� DRAWINGS
1. None.
I . None.
B. TESTS
B. TESTS
I . Mone,
L Nona
C. CALCULATIONS
C. CALCULATIONS
(D
1. None.
14 IV6ne.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. ByMitrmi-Dade County Department of.Regulatoiy and Economic Resources (REA).
L By Afiami-Dadv County Department ofRegulatory and Economic Resources (AER),
E
I,, MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
-4-0
1. None.
1. None,
(3)
(1)
F. OTHER
F. OTHER
1. Compliance Leiter with the Florida Building Code, 2017 Edition; issued by Cast-
1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast�
Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, PX
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.
8. EVIDENCE SU113MITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cost-
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, PE.
Co
0
L Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet J of
>
0-
1, prepared by Craig Parrino, A E., dated March 24, 2003 and Drawing No.
CDL
LT4612, titled "Cast -Crete 4 ", 6"' & 12 " Lintel Safe Load Tables ", sheets 1
0
<
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
-0-0
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P, E., on
0
danuapy 22, 2019.
=3
a TESTS
0
0
1. None.
L_
CL
C. CALCULATIONS
I . None.
(1)
Cf)
D. QUALITY ASSURANCE
L By Mami-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
<
1. None,
O_
OMO
F. OTHER
1. Article of Conversionfor a name change.
W
C>ftelmy A. Makar, P.E., NI.S.
Cl' Helmy A. Makar, P.E., nS.
< (D
Product Control Section Supervisor
Product Control Section Supervisor
Z I
NOA No. 20-0630.15
NOA No, 20-0630,15
z
Expiration Date: 09/11/2023
Expiration Date; 09/1112023
<
Approval Date: 08/20/2020
Approval Date: 08/20/2020
E-4
E-5
SHEET
NO.
May 27, 2022
PA 1
F-o-1-i _T___F,_,
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TILLIT TESTING & ENGINEERING COM-PANi __ —
-WAT TER A TTLLIT, M, F,E., t�tcw@aW.coni
I1L?11,Lk,4.A','. 44147
,T C,1Li_N1,_00067N
PRODUCT EVALUATION REPORT
REPORT NO.: 20-0728.Dl
DATE: July 28,2020
PRODUCT CATEGORY: Shutters
PRODUCT $Us -CATEGORY.- Storm Panels
PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: 01lobaLPEatection Products LLC.
4800 S.W 5 1 Street
Davie, Florida33314
1. -PURPOSE OF EVALUAT ;
This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
ID # 1906) to the GlobAl Protection Products, Ill Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
Professlooal Regulation.
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance. with the 2020 SoventlT Edition of the
Florida Building Code, and to verify that the product is for the purpose;ntended
at least equivalent to that required by the Code,
Thig Product Evaluation Report shall be subject to review and revision in ease of
a Sulicling Code change that may affect Itis limitations and conditions .
2. EVIDENCE SUBMITTED.
2.1. PROQUCT EVALUATION-DOCIUMEN
J (F.E.0 -
-4,,
Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thro 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
T1 Ilit, Jr-, P. E.; dated 07/28/2020. This drawing Is an integral part gip,is
Evaluation Report, . 4,H111 011"
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6355 N.W. 36th Street, Suite 305, A41ami, Florida 33166 - Phone: (305) 871-1530 - I , / Hill .... I ,I
I I
P-RODUC r 0�w 2
2.2. TEIS REPORTS:
Large missile Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform statIQ loads
as per TA$ 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 96-669 dated 08/0911 996, #96-570 dated 0911 8/1 996,
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
P-E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611098 and
# 2126 dated 1010511 908 witraissed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada,
P.E. and Henry Hattem, P.E.
Tensile test report No. PCM-197 by QC Metallurgical. Inc., dated March 13, 2009,
signed and sealed by Frank Grate, P.E.
2AS -UCTURAL..E.NGINEERINGCALCULADONS-
- -
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
Wind bad, as welt as maximum anchor spacing vs. design wind load and panel
length based on ratIonal and comparative, anal"Is, and in accordance with
section 161 e of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
dated 1 11OVO8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E,
3. MISSILE IMPACT RESISTANCE,
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
4.ALND LOAD
I. S RESISTANGE:
20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
16.19, 25 and 26 of 26 of Product Evaluation Document (P.EM.), drawing No.
1
20-176. Maximum Anchor Spacing shall be as Inclicaled on sheets 8, 9, 10, I 1,
14,15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
droviring No. 20-178.
5, INSIALLATION,
Installation shall be performed strictly in accordanco With details indicated on
sheets� 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
Indicated an sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176.
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S. MATERIAL CHAR'ACTERISTLCS.-At;O,SPECIFICATIQN$:
,
Shall be,strictly in accordance with General Notes and Componeryts indicated on
sheet 1, 2 and 22 of 26, of Product,Evaluat ' Ion Document (P.E.D.), drawing
No-20-176. Anchor specifications shall be its indicated on sheet� 1, 7 and 21 of
26, of Product Evaluation Document (P,E,D.). drawing No. 20-176.
7. LIMITATIONS AND CONDITIONS OF U
7.1. Shelf bestdatlyin compliance WM General Notes No� 11,8itbrUKindlitated
onsheetl of,261 as well as General,Notes #11 thru 4 and 11 thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document(P.E.D.), drawing No. 206176
prepared by Tilteco, Inc; and signed and sealed by Walter A, Tillit, Jr.,,P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Building Code.
7.3. Product s,hal I only be installed Into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
No. 44167), President of Tilloco, Inc, (Florida CA-00067119).
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P. 44167 . I
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WAT)ILL
D�� TtLTIECO ADMON RIEPORDS � P. E� REPORT,20 k G LORAL, PROTECTION PRODUCTS. LLC l 20 GAGE
GALVANIM STEEL ISTORMPANWDRIAte 4 2017lik RE?ORT92D-0728,61
J
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TILLIT' TESTING S, ENGINEERING CONIPANY
WALTERA. TXLlr, a, R& ititecogaol.com
, PRODUCT EYAMATION RUORT VJ,FI,Pr 1,114� 44167
C,A'LI_q30L%?J�
REPORT II 20-0727.02
DATE: July 27,2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB-CATEG 3ORY.- Storm Panels
PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: GloWl Protection P1QdU0g_LLC
4800 S.W. 51 Street
�
Davis. Florida 33314
1. PURPOSE OF F�VALUAJIQN:
This is a Product Evaluation ReportIssued by WaItOrA, Tillit, Jr,, P.E. (System
10 4 1906) to the Global Protection Products, ll Rule Chapter No.
6-11020-3, Method ID of the Florida Department of Busino3s-and
Professional Regulation.
This produqt Is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is forthe purpose Intended
at Jeaet equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations and conditions
2. EVIDENCE SUBMITTED?
2.1. PRODUCT EYALUATION DOCUMENT CREA).
Drawing No. 20-175, titled '24 GAGEGALVAINIZED STEEL STORM PANEL",
sheets I thru 18 of Illi prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.F,,, datsd 0112712020, This drawing is an into 0'' gt�'?41%' Is
Evaluation Report, ��,�2,� �",
. Y-:.111,0�' e.
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6_35i N.W. 36th StTLet, Suite �05, Marni, Florida 33166 - Phone: (105) a7l.1 6�t'
. _ W-1531
PRODUCT EVALUATIONRUORTNO, 20-0727, 2
22-TESTREPORM
Large missile impact load tests were performed under SSTD 112w" standard as,
per section 16011.1.2 of the Florida Building Code. Uniform static loads as per
Section 1709.8,3, per ASTIO E-33G. Topt reports prepared by American Testing
Lab of South Florida, Report # 0814.01-01 dated 03/1 1102 witnessed by William
R. Manner, P,E.. So-riz MorQz, RE, and Henry Hattern, JP, E, and Report, No.
J ,
0219.01-09, dated February 25, 2001), signed and sealed by E4mundo
Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and ryQ]ic
,
-
loadings per Pratocats TAS 201 & 203� as per section 1609. 1.2, of the Florida
Building Code. Test Report prepared byAmeften Testing Lab of South Florida,
Report No,. 1112S.01-10, dated November-23I 2010, signed and sealed by JWIO E.
Gonzalez, P.E.
Tonsiletidst report No. gCM-198 by0C Metallurgical, Inc., dated MarchI3,200.0,
signed and sealed byFrank Grate, P.E, as per ASTM E-8 and Tensile Test as
perQC Met0urgical Report No., IOKM-1318,,dated December 1, 2010 Signed
and sealed by Jerry JEldofano, P.E. as per ASTM E-0.
21-STRUCT IRALENGINEERING CALCULATIONS:
Q_
On 24 Gage Galvani7od Steetl Storm Panel for maximum panel length vs. design
wind load as well as maximum ahchorspacling vs. design wind loadand panel
length bWsed on rational -and comparative analysis, and in accordance with
section 104 of the Florida Building Code, Calculal�orts prepared by Titecol,
I Tic., dated 12/1 B/10 and OW27113 �f�r this revision), signed and sealed by Walter
AL 11111t, Jr.,,P.E,
1
3. MlI%jILE IMPACT RESIST,&NQE;
Large missile impact understaiction 1609.1 �2 of the Florida Building Code, as per
SSTD 12499 Standard and TAS 201.
4. NND LQMS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wtnd
pressures, Maximum panel length shall beat indicated,on shorets3, 9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,1$ thri 16
and 1 8 of 18, of Product Evaluation Document (P,E.D,), drawi g No. 20-175.
, in
24 Gage Galvanized StealStorml Panel has been verified for code compliance to
work as a -non -porous storm shutter assembly, as per SSTD 12-99 Standard.
PROD11CIEVALL! Q_RT ' - -30-fi"l A' 3
.
.
5. NST-ALL&TIOW
Installation shall be performed strictly in accordance with details indlicatetf on
sheets 3 thru 8, 12 thru 18 of 18, of Prod Elut Evaluation Document (P.E.D_),
drawing No. 20-175. Minimuyllse,PaFation to glass shalt be Ers indicated on
sheets 3, 6, 13, 14, 1 5, 18 and I 8 ofA 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
t-MAT1513 LCRARACTERI$MCSANQ$PECIFICATIQNS;
Shall be st(ictly in accordance with General Notes and Components indicated on
sheet I and 2 of 18, of Product Evaluation Document (RED,), drawing No,
20-175.
Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
Evaluation Document (RE,D), drawing No. 20-175.
7A_L��� �,NS �FU �-
7.1 � Shall be strictly in compliance With Qerleral Notes No. 1, 8 thru 14, Indicated
on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
,
prepared by Tilteco, Inc. and signed and sealed by Walter A. T1111L Jr., P.E�
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined an section 1620.2 of the Florida Building Code.
7.3. Product shalt only be installed into poured concrete, concrete block, and
wood frame atructuro-q.
Product Evaluation Report prepared by WaltorA. Tillit, Jr., RE, (Florida License
No. 44167), President of T'lifteco, Inc. (Florida CA-0006-719).
WATILL
D-I TILTCCO AqMCN RECORDe
GALIA=ED STEPILSTORM PA14EI
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MERAL NOTES CQMPQNENB .EQR REQULAf! & LIFE aAEM UORM PANEU 1/4� 2/4, 3/4. 4/4� 5/5. 7/5�
8 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE P"O ON THE (SME i/2=1-)
VISTING WALL. ANCHORS SHALL BE LONG ENOUGA To REACH THE M9N STIRLMA� BEHIND SUCH PANELS, 1W/10. 2W 10, 3W/10, 4W/10�
I ACCOUXt WITH THE THIS PRODUCT EVALUATION mcumen (pro,) PAS BEEN vE"m fDR coup'"cE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) MO IN E.2)_ - ____________-------I5�IS6' (TOTAL WWH),—.--,��.--�------,-,,,--,---,-,----,.� 15.106"MAL WK")- - ------- _-----� 5w/m 6W/11 & 7W/11 + a/5 1 'I,
2020 (7� EDITION) OF THE FLORIDA BUILDING CODE ____ - ---
(C) I I =Lwla: i M500" (EFFECTINIE MDTH)-------- I I i ",
DM YAM LOADS SHALL W DETERMINED ASPER SECTION IMOF THE ARK MENTIONED CODE 1/4*0 TAPdON ARCMRS. AS MANUFACTURED DY I.T.W. BUMDEX, INC, � ______ ; I �__11. :�� _ ANCHOM FOR GOING 7E SEE SCHEDULE ON SHEETS 0 & 9 3* MAX IF
... I - _ - 6 1/4' .------.-----I : 1 �_____6.250 -_ I FOR WOOD ISME SECTIONS ON SHEETS 10 A, I I --'- —1 I - MIN,-,
FOR A MM SPEED AS REQUIRED BY INC JQR&SDCT*N WHERE VNESE Z=S - #14-10 PANIO-MATIL FEMALE 10 AM PANELMATE PLUS ANCHORS, AS MANIOACTURED BY ELCO CONSTRUCTION PRODUCTS I r ___ - __ - I I I . . , L C%J ,-"-.=
FOR Zt1W9EaMCD A .- 0�,Stx' I ,,"'50. !
U (A.S�
C!
A DIRIOTIONALM FACTOR Kd-0.85- USING ASCE 7- 1 6 AND 3-RALL ) � - i/4'0 LAG SCREWS PER WILE. I , ,-I.sP_1 1�*O , � i.2�0', I I I '� I
DESIGN � I- . . I i ,e 1, __4 150 - T-1 Jw- �t, 6 0 7,, c*Q
PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, Ia. 15, 18, 79 a 20. - 7/let A 51W WOOD SUMHING. AS DISTRIBUTED Or ALL POINT SCREW, SOLT he SPECIALTY M. I . . I .,_,� , ,1� > I ,,, . Owe MAN. YecK 0 a
a I I ,.�".._-�, --__�_ ,� MWNM SPEE/ _< - __� , C= .-
M I " �-'ro, r AMU A -�F- -, - - , -1--,_ t --- I--?- --------- --r-� -M :=
MPEYING THIN BY OA IN ORDER To - - I I �-�, "' *. .� 77' 'k -7- "----',-T--'/ A�_ � I I I I . � I I C114
IN ORDER To VER" THE ABOVE 0 NODION, ULTIMATE DMC44 WIND LOADS DETERMINED PER ASCE 7-10 1 , - D. M., (�), (�), (�) - r- . - , , , I I -=
S14AU BE FIRST REDUCED 10 AS, D. DESIGN YARD LOADS BY MVL C 1) MIN QM, tI4RCAOW PENETRATION INTO WOOD CF TATACON ANCHORS SHALL RE I I�e AND 2' MR OUCO FANCUITE PLUS f ,�_c " ,W,� F, - 14 `� GRADE SO MWMW i I I I I ! I . , , , I ! W
COMPARE THESE W/ MAX. KS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15� 16. 19 & 20L AND PANOLMALE qmkc Ia. � I * 2'61. 0.06- MIN. INACK F /,' �/ I =q_.*- / - � , :
.11 � QAU%NdEO SIM , / 2, , i " GALv. � i i I i -- LLI
C,2) 11 ENDED PENETRATION OF LAG SCRIEW, INTO THE WOW FRAME UNIT SHALL BE 1 112', AD ]Hn� : 1�� I TYR ASM AGSS 2.06D- _'�, I TYP� � : &,(�)4)-@ i 1 1 1 -� I : I (30
IN ORDER 10 VERIFY THAT ANCHORS ON THIS REV. AS TESTED WERE NOT VVM STRESSED, A 3n INCREASE A, A,DWIS HEM r -_ ,� 1 2 -,-- .
a MIX INTO S"M SHALL BE CONSIDERED AS PART 09 INS ASQUIRED IH#EADCD PENEMnoN, L 11 1 HEMMED GRADE 50 MINIMUM DETAA AT' __ Mo .L . OCTAAL �! - J v I i 2
SITUESS MR "NO LOADS WAS MCI USED IN THOR AN&YSIS, PASTOWERS VAONS 10 WOOD PAS SEEN DETERMINED IN I- ___ EDGE I EDGE "I ; , , , I I i I
ACCORDANCE WITH N.DS, 2019. 0-60 GAIV1 L A . I "I I I C%J 6 ,:,- iz c=
C-3) MINIMUM EDGE DISTANCE OF LAG SCRIM, MTO WOOD SHALL BE AS INDICATED IN THIS CRAWNG GIAU, A I 4IL& TWA, IS I I I I I i i I =�,
57OR PANELS A09OUACY FOR IMPACT AND WIND REStSTANcE HAS BEEN VDcnED u4 ACCORDANCE WIN SECTION -------------- I ----------- — L � � 1. - � . � -------- I 1 Ei ii _E Ira -1 C11),
THE NICNE M 1626 Of I I . I , �__ ccl C111
A ENTION00 CODE AS PER HURRICANE ENGINEERING * TESTING INC� REPORTS 96-50, 116-570 A, 96-TS0 ARID C�A) MINIMUM PEVICTRATION OF WOOD BUSHING SKILL BE 51fr. 1/4* 0-20 SCREWS USED SHALL BE I 14?" LONG MINItAw - "3k. A 73io- 1- ___L! L_ I I LLL ,I, ,.,I - -- I _. I-]-- ,L I I i - G g _; I= ,12- >-.t
FENESTRATION TESTING LAS INC- INEPURYS Ill & #2126 . AS PROWCOLS 7AS-2 1, TAS-202 AND TAS-ED3. SHOULD STUCCO EXIST. Ago 1* MINIMUM FOR WALLS WITH NO STUC= �---.-,-"--,",-L-----l.--��.2.' ... .1 _1 , /,� I � I = Q_
1 - ---- 1. __ Y, - __�____f - _V / __ "I I
TAS 203 STANDARDS. I _,___ F =1 Z,j MC= ,
.= C%1 =
WALL W,>IM SHALL BE LONG ENO TO REACH THE MAIN MUMRIF BEHINID SUCH PANELS ---1L1lS7'--- , An = -Cc
A - 1 __ _AX 2 "
-1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3;V-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FQUJDWRO ALL OF nIE kECCWWFWXPONS AND SPECFKATIONS OF THE ANCHOR'S MARUFACTLIRER 1 1-:50, - 2.187�L - BI. .2 W �,
.iV�L 1 "
A ALL StML SHEET METAL PANELS SHAU. HAVE STRUCTURAL QUALITY STM. ASM A-653 GRACE No PAMaS END LP - I, _________7 '12V ,/4-Io.-20, 1/4*`20 .1 - r- - - - - - J i V CL = M
'
C )L MINIMUM. G-So N "ON THROOD SHEETS W W�,.. ` 11� i Aw 100' It - -,- - . NN 304 sEiRg .. �_J - _�Nil - _0 . L
t I - It a � .?50,!7 UNBOLTED IF 'L I 1. L SOLT W/ 7/tr A, 3/32*
�� I , MUD RIVEtED S.& STIM lawral Z _ '4 MA. W C2 -B =
To (SEE SECTIONS � ,� I 0 EX OVERIAP .CK
04NLM STEEL 304 OR 315 ASI SERIES OR CORROSION RESWANT COATED CARBON SM AS PER ,_ Y . - I I I I MOLE to TO ANGLE IN I I i t APPLICABLE) � � I � " CJ .-
6 PANELS MAY ALSO BE INSTALLED HORVONUILLY FOLUMM INSTALLATION VITALS SHOWN 0 SE 4 N to ( 4 160� - 2 . - MW"'P, '. IS40N I �,
WVANIZED STEEL DESIGNATION W/FY- 545 W (AFTER ROLLED , / , ",___11' I, __ 3r f , SS sows I PANILLS -,- - - I - I I& - - DOLTW PAN 1/4 -26W
ANCHORAGE %ALL BE AS MENTIONEDUICSHC. 1) C1) * C 4) -1- ��
2 ALL ALUMINUM EXTRUSIONS '10 BE 063-T6 ALLOY Mo TEMPER. (UNLESS OtHERWISE NOTEG)� SEE SHEET Z ,�::� � __1 L ", "L. __J-J---- -- ------ � /1 , I A I
I a - J7 I , _ --- 11 , I
AS WELL AS AMERICAN YEW LAB Of SOUTH FLORIDA REPORT 002 9.07-09, AS PER TAS 201, TAS 20? AND 1-5) IN CASE THAT PRECAST SIVNE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING (1) STORM PAN @k END STORM PANEL -4 41�_ - - - I --- -- I.V - I Fn i j .4A
,.",,.',�..�, � 1 1 I -- -
,
5. ALL SCREWS TO BE ST IWR0UGH 6) IDXEIPT 1HAI HEACEIRS CD A, (1) SHALL NOT BE USED R.-r . IT 12 i/7- Go. 12 1/7- OIL - AS � 11 � I W§ 9 BI: M
DIN SM18 Iff,50 �i YIELD STRENGTH AND 90 W TENSILE 5TRENGTH or StOU COMPLY W/ FLORIDA BUILDING COOF S. I 94ALL BE IKE RESPONSIBILITY OF TK CONTRACTOR 10 VERIFY THE SOUNDNESS OF Y14E STRUCTURE WHERE SHUITM 06ETO BE - � , I � 0B. A00a 093" - � J �liffa T . I (SEE SECTIONS AS APPLICABLE)
ATTACHED TO INSURE PROPER ANCHORAGE THIS SHU17ER SHALL ONlY DE ATTAC14EO 70 CONCRETE. BLOCK OR WOOD - ,_��_ . 'OOD. � I 1 � 1. -r, BI: "
BUILDINGS. I i loor .Oor � 1111 -
I - - .- I -
6 BOLTS TO BE WM A-307 GALVANIZED STEEL. OR AISI W4 SERIES STAINLESS STEEL- MIN 36 W MM"M YED . � OEM I I __T_ 7- _ I, ____
, .
STRENGTH, SW & ION ON SHE 24 6 & Q Wat SHALL Rk& A LEGIBLE AND KING NSMUCTING OWNER 09 I , "WED - I ,w -O� - I i` , V i - - - ED .!= cl) .= =
- ___ - ___ � � ai —
`4 9 `__�___r r�o
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I _,_`� - " C��
-I * 21- 1 14 � I * 11 61
� 11 Typ � ��AAAAIA/ _, - -
- _
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- -AU, A_ ___ _ ____ _ _ _� � - � -------- �, , I I
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KZ17<�_ - �11_7_�� I- - -
/ i�m L ,- .- 5 Y_ :.1 I- --I
hu-",, � - 11
FIR a a, , i � - =A-=->-,
., i 6 — ' --__--$*M___---__-__ I I ,_ i I I
(A) , .2w- -4 . ; , 1 �1,500- 1 L,...- 11,14 I . w 'a -=
SHALL BE AS FOLLOWS- - RESPECT - L , - 7 .
I AN04WM TO WALL � � 12M 1 1
TENANT TO SECURE PANELS MTN APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING !_ ____ 1375 jy ,-, I I
- Ii THE INSTALLATION CONTRACTOR IS IQ SEAVCAULK ALL 444UMR COMPONENT EDGES WHICH RDAAW IN CONTINUOUS CONTACT WITH L__ _. -1 .. I., I I � I
�Q �Je#TAFC% �ANNOfM AS �MAMU"=URED W Lt,* allUEX, INC (Mio, r-3192 9�sl) THE BUILDING TO fRMNT WIND/RAIN WIRLIMN, WNL A ��- .—Iw-, - � W�l I 11 . I I ,-, 1 1 ! = E
10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THRODGM 12'-4' AS �OPS S"i 9 & 170 AM ALTERNKITITS HN .1 I Z v, 0. L-i - ,. - -. I , , � I
WNEE - I I �f __ -.-I I L'
M. 2.060. " � ,_I__ 11-1- i 1.11 1 ,� --,i-,,' / , __ L_.L1__1.._LJ � 9 W W _=
SEE '9�6. 'Im. SEE: . ,,q I =
1 �7 � I DETAIL
17 1 19_5�1
,
- , 125* I �
") 6 , I I I
I
L
- 1/4' 0 .7/3' CAW -IN ANCHORS, AS MANUFACTURED BY DIWALT INC. (MIN. V-3000 p5 /I -2 Ow ��* - I 11 I I 1 !2 CD
I I I
- -SET ANCHORS, AS DISIRIBUTED BY ALL POINT BMW, BOLT & SPECIALTY CO D,M,,l9,@4)-A __ ----- iit .__ I .4r__ - __ 1, Ol L � a. CJ
T ?1L
(Mi. f��OOD P.) PROW)ED BY THE JURISDICTION WHERE PERU" IS APPLIED TO ROUNDED CORNER 0 ENDS OF PAWL'S L -,--- W I_ 'a i__ I - � 0 -
-
I/A`# 0 -3/4� SOLID - 12 STOW PANEL INSTALLATION SHALL COMPLY WM4 SPECS INDICATED IN nos WWING PLUS ANY WILDING AND ZONING REGULATIONS END UP W/ HEMIWED EDGE. .19 R, (4 ANGLE WITH MI) # ANQU WO .,� ,I __ .�___ rwi--, , "i I * I r _-1-- -A `
- "b" "WER (�) %LaAlm (�) ., -
J14,-IO PANEUWITE FEMALE (O & PANELMATEPLUS ANCHORS. AS MANUFACTURED BY CEDO CQNSTRLCTIGN PRODUM, 4) ANGLE � =
. , 3
t -33M ".7�I 13� (a) THIS PRODUCT EVALUADIIN DOCUMENT [P E DI) PREPARW By TKIS ENGINEER Is GENERIC Mo WES NOT PROWE NPORMAPON (14-TIS) @,(I),(�)-@� � r ,- 1/4. 2/4. 3/4, 4/4 5/5. 7/% L MANI, 1
14�# 'OP TAIA-GRP ANCHORS, AS MANUFACTURED BY 7RU-FA5T CORPORATION (f3500 P.sj.) FOR A SITE SPIEUM PROJECT-, I., WHERE THE SIM CONDITIONS DEVATE MOM THE PEG, -, :: I
- =. 1, Roffau-= - � , - � ION" . 1:
r -----, VARIES z , 10. MIN.
A 1) MINIMUM DAMOMENT OF JARGON ANCHORS IWO POURED CONCRETE SHALL K 1 S/4�, 21 FOR pANUMkM FEMALE (6) CONTRACTOR TO X RICSPONSISLE FOR THE SELECTION, PURCHASE AND INSIAIUADON INCLUDING LIFE SAFrTY fir THS PRODUCT I , SEE W, . 1W 2W/tO. 3W/10, 4W/10, �_ 6/5
10 AND PANEMALTE PLUS AND I i/4" FOR OF TAP -MP RCHORS, OASIED ON T"S P�tD, PROVIDED HUSHE DOES NOT OC6WT FROM THE CONDITIONS DETOACO ON THIS DOCUMENT 1 -=-f .374' i I
__J 1/14 * 2/i4 01344, tj!4' on, � IV%
CONSTRUCTION SAFETY AT SITE 13 THE CONTRACTORS RESPONSERLITY I T ------- -_ -9-om SIM - coal ,750'�- �
. I - -I DOO. - itc, I � .
� - I 88�� ,�- , , .12z� I �t 125
1 I � 9 - -I' rL - _T ; I 304 SERIES f %S: FOR CONCRETE SEE SCHEDULE ON SHEM a & 9___- ----- ---.-.---
__ ,
U WO , N---. __ -, !!��G,-I) r-- 4:f_� _� � - FOR WOW SECTIONS ON SHEETS 10 a 11
X2) CALK -IN & SOU"ET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE PO RED CONCRETE, No EMBEDMENT I L_ - " W I � ! ANETED TO
W THIS PRODUCT EVALUATION DOCUMENT "a BE CONSIDERED INVALID IF MODIFIED. I 1.407'i-063 .37V - ..3 . f 1 ' " � I Aw " " ot ,a 1/2, wc�
STUCCO SHALL BE POINITTSID 1/4' 20 SCREWS USED $HALL BE I 1/2' LONG MINIMUM SHOULD 5=00 EXIST. ; I � .625' i I'll : :
1* MINIMUM FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. HU SITE SPECIFIC PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED V,QNEER OR ARCHITECT WWCN WILL BECOME " I I i I I __ I �iw :t,_,._J _ 4_1 �
�
1
.,,41
,us,.
477-1-L . --R,l S* I
-4 - - -_
1. I
BUT I I .39cr - 671 1�1__;�V___,_ .7 071- \' 1 . I ,
WITH WING NUTS EMINDDR OF RECORD (EGA.) FOR THE PRCUECT AND WHO WILL BE RESPONSIBLE Fog THE , L_ i- , I %. t,015-
PROP" USE OF THE PTO, ENGINEER OF RECORD. ACTING AS A OMEGATED ENC4NEER M THE i ; ___ I __ A I " -
vr �760`
Low
- -
An IN CAR TW PRECAST SI KE. PRECAST CONCRETE PANELR� PAYERS. STLICCO OR WOW BOARDS BE FOUND ON "4 P'S D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW, I T'03 _,_..� - - 8- _71- MUS Q) A PA. ELEVATIQN
RD 1 F_ I� 1.
.
EXISnNG WALL OR FLOM')ANCAORS SHALL BE LONG ENOUGH TO FWACH THE MAIN STRUCTURE BEHIND SUCH i EVER, PANEL OVERLAP I - .0 I _J � Li, ,Dgo* l __--m I-, _,______J I
� W. .065, i
PANELS ANCHORAGE WALL RE AS MENTIONED IN At) AND IN A.2). W THIS P.E.D. SHALL BEAR THE DATE AND ORIGNAL SEN. AM SIGNATURE OF THE PROFESSIONAL I __1 � 1084'
ENGINEER OF RECORD THAI PREPARED IT .us-# rTYPJ
(a) to EXWING CONCwr 5�0�__Nr 7.oDc, (�) KEY IJOIJE WASHER U____1
- :/4 : TAPCON ANCHORS AS MANU By j. I W BUILD", INC, 14 SHUrTFA IMNUFACTURER'S LABU. SHALL BE LOCATED ON A READILY YISIRUE LOCATION AT STOW 1 ;/4* M.A_ GAP
-AS i - 003, (�) 'E" MA915 AN2LE (4 3X *r TBACK T ELALEL&M 2.6-r
- /4: . I/e- CAUK-IM MCOM. MANUFACTURED BY DENALI INC. (WIN, fc-t5OO p-) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL I ;
- 11,rP 9 3/4- SOUQ-5FT ANCHORS. AS DISMENTO Ert ALL PONT SCREW, SOLT * SPECAILTY Co. FLORIDA BUILDING ; . _M4. ,;�44;0, ok"0011440%, WITH STUD W oNSRMNA -1 *ME W"M
, CODE i .Ar M. _
(MN V.-HRIG I,.J) I I WIltiEL -1 _ �- -_
i 0 1 -----`l ,0' I, A � T1 � �
I � . �,I� , -
0 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION : ", W HINC - . -1 VCW\ /q"\ r�' �
III" A 1 -11I'_.=NO.5=0%Y .K �n .1* _�l 7
SHALL BE PLACED FOR &MY OPENING. LABELING TO COMPLY WITH SECTION 1'001.2 OF THE _A 1��
- it+- ,k%%l I I it (I rT i R;S,,% I� 1, I
PROM IS (MIN, r-20,71 p�,.,,) -IA" I � V__ %,�I:IEN * 1P - �', - - y
C � . � ,Y,f --- X '. 1� i ',�� DO \--/
- 1/4* 10 OF 7AP-WP ANCHOPM AS MMUFACTOREO, BY TRU-FAST CORPORATION %LA-�R A 2!Z��,% ! .375"0 , 3810 07i*0 *1 I/ , �_/
...'' - , � 81 /V I ....... *1 M".3AP �
,
. Velocity H cono Zone) I_ - -,", , - .- ., No. *' \T/ 4
, R., = -
4 . FLORIDA BUILDING CODE (High I I � _T - .1 44167 . 1 i (R ,:_'..
X .." A� - - - ."_�, - S_ '....
8 IJ MITKFAUM EMBEDMCNT OF TAPCON ANCHORS. ELCO PANELVATES AND OF TAP-GIRP ANCHOR. INTO THE _4 ... ,kct ..
BLOCK UNIT $KALL K 1 1/4'. . --,-- -..- I *�� ,�,2 - :*i �
,
& - il : — . *! FLORIDA BUILDING CODE (fth Woolly NU leans Zono)l ,
01 F I PAM XTOM K PANEL � 14----i . * : M Lrl_� ..ITP FLORIDA BUILDING CODE (High VolloCNE Hurricane Zone)
A - I � \1!1/ ...
� - 20 GAGE 4ALVA142ED STEEL STORM ,P I I -mitortilm M
8,2) CAUK-N & SCIUD-SET ANCHORS SPALIL BE EMIEWDUED 7 - INTO THE CONCRETE BLOCK UNIT 140 EMBS :' NO, 4 167 . = OAAAN A� I J. 463-__� .L OF ,,G, lk '. -_ - C2000 TICNCC. W.
/S III - _� _A!rAC NICKEL - STATE DIF .." � �_� 1 02M TAIM, W_ 20 GAGE GALVANIZED STEEL STORM PANEL F.P .1 _7 � F.F
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INSTALLATION SECTION "N
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COMPONENT6&MAY PERMANENT OR REMOVABLE-
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EN
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FLORIDA BUILDING CODE (High votcolty MU cone Zone)
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x
mm Tvilm w-
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301-
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MAXIMUM &S.D. DESIGN PRESSURE RMING (R-Ad.) AND CORRESPONDING
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6 1/4-
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5 (TOP/oorom)
+50.0, -53.3
N/A
N/A
IZ 112' 6 1/4
12 1/2'
f, 1/4'
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N/A
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+53LO, -724
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6 1/4'
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1 1 /1.
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6 1/4'
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PICK. (950fte-75-5, FAX-
20-176
k�7- All- �1
INSIALLAI19N
INIQ
DUAILS FOR REMAR EANELSCD
EXISTING WOOD STRUCTURES
& dA
Vl�
PANEUMTE PLUS
_414-IO E PLUS
THREADED ON TO
Twe"ITED PENETRATION TO
7/8
WOW THREADED PENETRATION TO
EXISTING WOOD Num
D HEADER
REOU..r EMNO WOOD HEADER
JEW
2
M
WOW HE.
AEQUw6-
WOOD HEADER
REQUIRED
u
CD
SEE mmar ON
FOR
SEE SCHMME ON
SH
PON 14".
ME
FOR
10 M�- 1- i
To
PANEL IDIOM
(SEE NOTE 1)
M.. PANEL
(Sff
*1 ?/Ar.
LENGTH M- PANEL LENGTH
NOT 1)
us W, (SiEr N IT
BOX
OF
OF V
MAX
0;
all
12 'ft- I
Ikk
-------
LAG SCREWS
O'C. W/I 4/2-
2*.4' WDGD
REQUIRED
?LA
7WEADED
REDUIRED PENETRATION AT
% mowvm OF PLATE
MID WIDTH OF PLATE
�F LAO SCREWS 0
C SIAOOERED *1
AT MIDMOTH of PLATE
.
SCA a 314.1-
1 INSTALLATION DIRECT
MOUNT WALLL, ME'
NOTES:
SCALE jils-1,
SCALE
1. INSTALLATION$ FOR ALTtRAIATIVES BW. ON IOW ONLY VWD FOR
101111 j"
BUILDINGS WITH ALS.0- DESIGN LOADS UP TO +43.8. -48.0 P..J, AND
FANEL'S LENGTH UP TO 12'-4"
4,
. ......
FOR WOOD FRAME WOOD MEMBERS TO BE SOUTHIMN
. .....
2, NEW CONSTRILICTION.'
PINE NO, 2� SPECIFIC DENSITY OF
0,$5 OR EQUAL
FLORIDA BUILDING CODE (High vsloc�Nty Nu
Zone)
W/
HM FOR MBINACDON 2E SECTIONS
416
qm 111mv), I*`
20 CAGE GALVANIZED STEEL STORW PANEL
no
TP
In,
TOP & BOTTOM MDLINTNCS CAN BE
COMBINED IN ANY WAY To SUIT ANY
s
GLOM PRMCTION PRODUCTS,
am
ThISTALLATION.
4000 &W. 31 STRIDE,
WME, 11- 3XH4
20-176
164)09-7b4l. W
ow . 'm - am
-'at" Hmwwjim SIA'lsiIi
O'WW4
MW 19 OF 20
INSTALLABON P-ETAIL5
FQR MUM # I MR
LIFE
5AEEIY 5TOIRM EANEL
SYSTEM
1/*** Lw SmAmi 0 r O.C. V
INTO EXISDING WOOD
5TRUCTURES
To am
fl
T
"N
ED,
ED
N=ow
REQUIRED
Sw 0 12 Ima
ALURNADVE I
ALTERNATIVE 2
DIET, 04)
WOOD PLATE
Rmumfo
PLATE
mmum
na
ALTERNATIYE
3
ALTERNATIVE-4
" a r O.C. A/ 1 1/2'
SAA W, OR
1/4-f-2Q PANIONAME FINALE 0 00 RMIUVE
WOOD FRAME CONDITIONS
& ANCHOR LOWICIN
��YE FUJI, D C
ft"ETWO" to *Dan
SCALE, 3X - I.
NOTE � ShUNVI tRi NOT SHOWN M OAR"
WAU MOUNTING INUALW10
!IVNI
AUERNAIIVE
1 W
E N se
som, 3/e - I*
zv. v\rj
FLORIDA BUILDING CODE (High Yeloctly Hur can* Zonm)j
hum
NZWO! "LIM, INC.
20 GAGE GALVANIZED STEEL STORM PANEL
DRAWN ft.
I � INSTALLATIONS ARE4kV�XSMR SULD" WrTjrA�AO� OCILON LOOS Up To
+68's. -'y2c P.0 p LENGTH Up To a
-
&'�
GLOM PROTECTION PRODUCTS, Lm.
am
Z I" NEW WOOD FRNOE CONSIRLICTIDIA WOW MEMSERS TO K WUTHOW
PINE NO., L W/ VMFC DENSITY or 0" On EQUAL
JAZ�V'Am ��M=-Arl
MIDO SWI 61 SOW
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SHEET NO.
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_______ANCH0RS (SEE SOMNS ON SHEETS 17, 18, 1$
j: Mo. U/17. 4A/11. 54/16. W/tk
,I WIN. dAW/19, 7AW/10 A, DAWJ'20 4 now/w
D.M.0, 4
6
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LIFE �Lll I�Na
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PANEL LENGTH
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-ANCHORS tSEE7 SECTIONS ON SWIE-FS 17, 18, 19 &
QETIQN #2 EQR, LIFE SAEM STORM PANEL(j) ELLYATION
SCALE
�Ixqj
MAXIMUM A.S.D.
Max, PANEL LENGTH
-
DESIGN PRESSURE
L (it-)
MINIMUM SEPARATION
I
PANEL
RATING (P.S,C)
(SEE sicnolts
TO GLASS
CONDITION
+55,0, -72�O
2 3/4'
UNBOLTED
CODE
INMLLAIION DETAILS FOR 0119N OR UFE 5A UY MRM PANEL USIEM
INTO EX13IING
T TM
H _4 U
1/4-0 TAPCON 0 V* 0,C. 41`1 t 0 S' O,C,
/41'01TAPCON
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J EYRA =TKIN AT WOOD
! HEADER HEADER "EAVE11
-, I
.46
X
i/r 1/4'
IL
Dow.
L
Li
-0 G
ING KIM SEPARATION
w GLASS To MASS
IANEL LENGTH PANEL UEHGP�t
ON smart 11)
ME NOTE I BELOW) SHEE, 10
COVING SIVA011W PANEL LEN (WE NOTE I KIM V W_
SPAPAT" TAKE_ LENGTH
C2406 I
tS I
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At
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CONT. CONT MAL, W S ms� W/
1/8"o-3/32' KING NUT
a 3/32* WHO NUT
WASHER 0 12 I/V O.C. q i 3/52' WIND WASHER a 1 2 11r OC WASHER (SCIOND)
LIT WW6 (aryow)
i/4's TAPCON 0 6, OC.
'4*0 1APCON 0 IS' Ot� THREADED
STAGGERED W/ STUD) MIDWIVIN
THREADED 'w"I / 2 W PLATE
A=T�DrAT KIGMUM Wow THROMIED
N AT MID1100114
PLATE 4 WOOD PLATE
or PLATE OF PLATE
WOOD PLATE PLATE
IRED ALLATION wALL mogxm IWALLATION
WALL MOUNTINQ INSTALLATION WALL MOUNTIKQ IN51916=1
&URNME UW SCALE 31jr-I 0 LIFE SA= PANEL
0 RMLM EAML piffarn&ZEL SCALE
"00011104110
SCALE 3/8-.0 SCALE T.)
NOTES�
City Nu Zone)
1. WAALADO ARE ONLY VALID FOR SUILDINGS W41H &S.D. DESIGN LOADS FLORIDA BUILDING CODE (141gh Velocity Nu
UP TO �555." 72-0 PSF AM PAHWS LENGTH VP TO W-r
INO 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
Z FOR NEW "00 FRANUE CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
"HE NO. 2. W/ SPEOPIC.DENSITY OF 0.55 OR EOUAL E
GLOBAL PROTECTION PRODUCTS, LM
11LIEC01 4w S.W. ST WNW
20-176
DRANNI
COMPONENTS EQ8 5ERIES 200 & 1 QQQ E-7. HANG _51ORM PANELS
(SCALE 1/2-l')
---i5.T9r (TOTAL WtDTH)--
(EFFECTIVE WAYTH)
2,500' i i
_TM
It, H 3s, 3 Do, 2-2 i W I
ITT`. ONLYANGIED STEEL EDGE 2.2 1 44
ASTILI A-053
GRADE 50 MINIM M MAIL
G-61) CALY.
" 1�elb,
STORM PANEL f- _7 __Z,470�-
REVERSED "b" JWK (1) ROMED *U* TRICK
YTY HEWED EDGE.'
1 2
913*T
125*
I
HEWED I �k
3,7W'
ISOMETRIC VIEW ETAIL A Z a"
S OF PANEL's 24
END UP W1 HEMMED EDGE.
125'
-A,
j. T"r UIE @) 2"W(Maj.) ALUM -AM=
,"MUR
, WIDE
r OD151-76 Alum. ALLOY
A,
7 trYP.)
f No. 44167 FLORIDA BUILDING CODE (High Velocity Hur came Zone)
Tam MBCA. 20 CAGE GAILVANIZED STEEL STORW PANEL
L-3* M� OF ft
afll
GLOBAL PROTECTION PRODUCTS, U.C. WE
3*W(MaJ ALWA-AHM STOP BAR
L Tal M�U._ -
49� IT STREET
11" LONG - n_
SOW-T5 Alum, ALLOY awsien-7w, 20-176
p`U`E`V CONGREFEI I
DR CONCRETE
BLOCK REQUIRED
&SIALLA119N WAILS EQ8 8 LIFE SAFETY 5TORM PANEL SnTEM
INIQ EXISTIN w-ortr no CONCRETE 9LOCK STRUCTURES
TAPOON ANCHORS ' TAPOGN ANCINORS 114- TAPOM MCHIM I
0. O-IL
TAPCON ANCH002
0
MAN; NUT
Ir O.C,
�____L"ED CONCRETE
OR CONCRETE BLOCK
REIRIFED
WALL MUNTING INUALLATION
SECER-M
SCALE
1 6 �Nllz
LbA
tar'. -
GLASS, I
_4
<D
EVA
"0.
4-�S, )LS, W/
_�141.ZW 4r��S, ALS, W/
4= "LIT WASHER
NUT "SHE"
wM
I/.- TAPOON
TAPCON ANIC"M 114- TAPCON AN040M
4 i/r 04, - ------ _�ORS
0 4 1/2* OXL
(StA03MED w/ STUD)
eOURED CONCRETE _MUNED CONCRETE
ONDWRETE
OR CONCRETE BLOCK BLOCK OR CONCRETE BLOCK
REIGUINED REOULRED REQUIRED
INSTALLATION WALL MOUNTINg INY&IIATION WALL MOUNT1NG INSTALLATION
a Li AN-
wk It IMMANEL
SCALE 3/8--l- WAX 3/8*-1, SOU 3/e.1"
SEE SHIFT to & 20 MR ANcHoRs TWE
Tft
__j,�4
1,�4
1,�4
INCON
PACK0 FOR WITEALUTt" INTIF, WOOD
AWOM SPACING 004
a
FR4W BULDING.
11"i ARM" WACM Mo WNW*
CODE OLSTA" ARE 001CATIE0 ON THIS
3
SCHEX)LE FOR EA LESS THAN LKIWATO DN
ScHOKU REDUCE ANCHOR SRACM BY
i"Iftypic WAGING; sno" ON ScNwAE
"OW IN_Aw.*0,j
3
ACRIL IEa am amm
AT THE FOLUINHING FACTIRIL I" IN$
OPOIATOR Im BE POSS010% floun
SPACING Dow" 104 FACTOR S�AUL NOT
BE LESS THAN UVARA, �w 'W"M
To EACH ANCHOR TYPE ON THE SCHEDULE
IMMLIA119N DETAILS EQR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
INTO
EXISTING WOOD STRUCTURES
v-, -i-
<
_Z4*0 TAPCON 9 V O.C. 114'a TAKON O.C.
THREADE1,
r5w. THRIMM
pitHEMmON AT wow AT WOOD
HEADER WADER
1/4- 1/4*
=1R1
W. SEPARATION
To MASIS
ViDE 604mw
Sw Is)
PANEL LENGTH PANEL LE-NOTH
ON V� 18) (SEE NOR I BELOW) (SEr NOTE I BELOW)
7'
b.
EQ.
r0* WO L7/6'v 3/32' WING NUT ENV wow 17/8-0 3/32- YAW NUT
WAS14ER 0 k
REQUIMO & 1/4- O.C. REQUIRED ER a (BETOIC)
4 6 A 1/4 OX. W 1 7
T.F MIN
AT WICARITIN OF PLATE AT CF PLATE
W" UNTING WALL INSTALLATION
MVE Q9W
f�SAW
REGULAR PANEL 7;t. w"
SCALE SCALE 3/8.1'
FLORIDA BUILDING CODE (High Velocity NU cone Zone)
NOTES, z No 44167 VILD" un", ING,
z 20 WE GALVANIZED STEEL STORM PAMEL
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DES" LOADS DPAMN 11��
UP TO .55.5. -72.0 PSF AND PANEL'S LENGTH UP 10 GLOBAL PROTECDON PRODUCTS, LI.C, DATE-
ATE
2- FOR NEW WOOD FRAME CONSTRUCTION: *000 MEWBERS TO BE SOME" "Go Lw. 6 stow
0
PINE NO. 2, W/ SPECIM DENSITY OF 0.55 OR EDUAL OAWL AT4 20-176
M.
PHOW VF50-7545, (04)0119-5711T
DIVNIK w I
-"WILS
3. /24 Of.@ Non 2 KLO�Fi
n4 w/ oR W/o
ot.j- SS. 1'/24 J� "M 2 j- Mat,, 2724 1 24 (Sa NoRE j
Al
Ti.
10) 3,
0 E" FOR CONCRETE ANCHOM SOL 011,42M A40IFIRS
OF 0 1* vk�l 24
-NAMILIM SCREW I I SCHEDULE ON Shm
AT I
fw- &M_� -9
DO OFW
7J I
h
60 v 60 X V
VON[) AwMaW "OR PANEL)
SEE ?� 3.4 (END EIC RICH
SEE NOTE 2, 3, A BELM ISE
ell"
.4j�7
SoLTIVI, Poia W
-oam PANELS W/ L
1
40 -L' 40 Z
H1 7 1 1 n 11 f rfl I ry F1 I 'n T
-I ITHH -11] 1
SEE NOTE 4 PaOt.
MR CONCRETE AMGI.OM� SEE
-.4 - M FvR WOOD SCRM� 1/2
STE $00FONS OM SHW 25
ir- A �,o - (D K/ - /Do, (b
To NST
LAST MOALWAX ' A=
" HANCLETTO.FACILItATE =A IGAL ELEM911, IF INTENDED TO RE AUEO TIMM
Wftem fWIR!"13 20111 E"DE'"DIF
I
SAWALLEn FROm INS" or STRUCTURE
MEPT
go" S/R. - r WAL I'
-Arl4' Oft, GAP ;[,(4- Ik.- DIM, __jrl4- - GAP V4- N- W
'K
17' K 7 77"'177 77,\ 7-
v V-0WORWA0.0
SECTION A- SECTION 8-
IRMAX W - I' NOYES MILE vw - 1,
(1�, DEFISM Of- SM 1=� r - 2 HAM STOF%F PANEL SYSTEM CONSMUNG OF PANEL
NOTES TIOCKS AT TOP & FANeXATE PLUS 09 15' LONG
0). DE0NMM_ff_5M0,= E - 2 HANC STORM PANEL SYSTEM CONSISTING OF PANEL (rAi BOTTOM W1 FANEILMATES,
C"t, TFIAM Top A: BOTTOM, (1)� END PANELS SHALL ALWAYS BE CONNECTED To NO
NTL / . 7 & z ww PANELS
(2) b PANELS SK41L ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR pmaln_ Ok F osm , , , '. ,
,4
;T
SHAU. BE PROVIDED AT TOP OF SUCH PANIELS� SHALL BE Lam W� v .-, /A W
WING MUT OR 1 1 Min. 4UMBSCREW IN�16STXEDYTCNXT
paw,
AS
0 CIO/NN 1p SHALI. CONSIST OF DEStRIBED ON
4 81 /0
NIL AT
FIG C� KIM THUMBSCREW OM
M�X La"
ATTOIN ;S MAY AT EITHER OF TWO (3). FOR CASES WHEN EIND PANELS ARE Y W'�01`S
To T�M
END PANELS ARE NOT G STOP
jjpQ
EXTERIOR FLAT FLANGES OF END PANEL� '(p BAR
NE PROVIDED AT TOP OF PANELS.
IN CASE THAT END PANE.L5 Z�Ti% Or
Aar TPAM
SZBOTTOM A " BW t4). F
is ONLY USED In BE COM OTTOM TRACK MO
HEM TO Bar G%XA��S WHEN END PANELSANO S ME PW4WFFM4yL
tXn S F
IRC S OOF A=S.
UsI INDICAT21I.INGTE
FIG SPECS CONIFFECTION PANELS
(3) ABOVE IN SUCH CASE.
To MAY BE USED JOIN-, W BOTTOM ATTACKING BOTTOM IRA" TO WALL
BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. TWO PANELMATES FES.&W SHOWN ON ELEVATION I
BE 2R THIS lM WV 4,2"
(5)_ SEE SECTION V, 3' e ON SHEET �A. SEE ANCHOR SCHEDULE ON SHEET 2,�, ED DIFTBAENIII ES
D
NOT NEE I =. LI-MICIR
TIM 7-1rF%
INSTALLED
ELS To"
IMT AMU 11N.- RIGHT SIDE OF SNA
lik, Tit PANEL) HAVE
OVERLAPS RETAINED BY
FLORIDA BUILDING CODE (Nl9h VolooaNyy Mu can* Zone)
IF
No. 4 167 E 20 CAGE GALYANIZED STEEL SMM PANEL 'P-
__!!t _e'
ZPAA
GLOBAL PROMCTION PRODUCTS, U.C.
SIA1 ur /Tj LTECO
oct MOO &. It STRW
WYE fL =14
J04)009-7S46. 20-176
ow
v_ww"
SEA;nx;HA-/-- P.C.
FM- I Swou 23 of M
MIALLA110 QEJAILS EOR DMOR #2- fQR,,.UFE SAEM 9ORM PANEL SY5TEM
INTO EXISTING EQURED QQNCRETE OR CONCRETE BOCK SIR!JCTURES
ANCHORS TAFCON ANCHOFS
O.C.
PoURED CONCRETE POURED
OR CONCRETE BLOCX� OR WNXT VLcc
FMOUIRM REOUIRED 1.
� r-c-_4
1 -1010 FANEL"TIE PLUS W1
1__�L�f . 3'32* WING NUT
INASHM
0 5 o'e.
m-ocx
wjxAm
WALL MOUNTINd INIMLLA`11014
X&M 5A
AMULM Ema
WALE 3/8*-1"
WEE SHMET 16 & 10 FOR ANCINNS TIM
40011,10 "MM
'r.
1/4'.
AM
SPAONG FOR OSMA70S IN10 WON
Jan, ANCHOR ws" 014
3
1
3
FROME WILDING.
Mww ANCHOR SPAOMM Mo MINAVIA
CODE DISTANCE ARE INDICATED Ox THIS
*iwwwa;
3
/2
SCWMAX FOR EA UBS THA14 INDWATED ON
SCHEDULE MIXICE AAVM SPACING BY
kulftmo MAcm MOWN ON ScMax"
am
61 THE FOLLINAND F=09� FOR THIS
OPORADON 10 K REWC1111
VACW, WAM uVWC FACTOR SHAM bw
BE LESS THIN MINAMUM 00"ITIT
FOR EACH WHOR TYPE ON TITS ta
U
F
_0
4,4-.,npANEIMAn
PLUS W/
13r WING NUT WASHER
(BEYMP)
____eDU1VFV CONCRETE
OR CONCRETE BLOCK
REQUIRED
WALL MQUKMG I&TU=ION
SCALE
GIENERAL NOTES, VALID E-2 HANG STOW PANEL SMU
1� E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT [P.Eb) HAS BEEN VERIFIED FOR COMPLIANCE IN BA) MINIMUM 04960MEW OF TAPCON ANC34DRS AND PANEIMATE fEMALE 10 4, PARELMATE PLUS INTO CONCRETE
ACCORDANCE WITH THE 2020 Mh EDITION) OF THE FLDFIOA BULUXNG CQDE- BLOCK VAU BE 1 1/4-,
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE NMIONED COILE, 3.2) MINIMUM EUSEDMENt OF 1/4'0 9 7/6' CAIX-tN 94CHORS SHALL 13E is 7/9* INTO QONCREIE�
FOR A WIND SP ME AS REWIFFED BY THES4UNIASSP&TION, "RE W SHUTTERS WILL BE JNSTAUla AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL K PERMITTED.
FOR A DIREC. GINIALITY FACTOR 7
Fit X0_0,RE, U 0 E -16 AND NOT EXCEED T14E MAXIMUM (AS�D.) 1/4' 0-20 SS SVEWAIX BOLTS USED SMALL BE LONG ENOUGH(SHOUILD ANY FINISH MATERIAL EXIST) TO
DESIGN PRESSURE PATINXIM INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHQRS.
IN ORDER TO VERIFY THE ABOVE CONDITION, IGN WIND LOADS DETERMINED PER ASCE 7-18
CIA&
SHALL BE FIRST REDUCED TO A.S.D. 1, L= MUTT! LYING, THEM BY 0.5 IN ORDER 70 8.3) IN CASE THAT PRECAST STONE� OR PRECAST OMMETE PANELS BE FOUND ON THE EXISTING WALL,
TO COMPARE THESE W/ MM CXS.D)=. PRESSURE RATINGS INDICATED ON SHEM 25 & 26. ANCHOR$ $HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SE"D SUCH PANELS. ANDMAGE
SHALL BE AS MENTIONED IN ELI) AND IN 9,2).
JN ORDER TO VERIFY WT COMPONENTS AND ANC14DRS ON THIS P1,11, AS TESTED WERE NOT OVER STRESSED, A 43M INCREASE
IN ALLOWABLE STRESS FOR 914NO LOADS WAS 8M USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD RAS DUN
DETERMINED IN ACCORDANCE WITH ND-S. 2015 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDANONS AND SPECIFICATIONS OF THE ANCHOR'S
STORM PANIEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCOROANCE WITH SUMN 1625 OF
THE ABOVE MDMM40 CODE AS PER FENtSITIMITON ITSTING LABORATORY, INC, REPORT IT 2032, AS PROTOCOLS IT IT SHALI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUIVIDNESS OF THE STRUMM WHERE SHUTTER
TAS-202 AND 1AS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE AML14ED To CONCIRETE. au
2. T1,6 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENIND ACCESSING I'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
INSIM USE OF A LADDER OR LIFT, 'THIS APPLICATION IS VALID WHEN INSTALLATION Is INTENDED TO BE PERFORMED IZ FILE INSTALLATION COWAACTOR, IS To SEAL/CAULK ALL SHUTTEit COMPONENT EGGES WHIGN REMAIN IN CONTINUOUS
=M
FROM Of STRUCTURE. CONTACT WITH T14C BUILDING 10 PREVENT WITIO/RAIN INTRUSION. MIX AND W-Al. SHUTTER TRACKS ALL ARONJAID FULL
LENMI
3. SERIES TOM INSTALLATION IS APPLICABLE TO S94CLE AND ODURILE HUNG SMLE WINDOWS WEN INSTALMION (S REQUIRED TV BE
PERFORMED FROM ITHE INSIDE Or StRUCIURIL 13 ST09M I-ANEL INSTALLATION SHALL COMPLY WITH SKCS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
REGULATIONS PROVIDED BY THE JURWOON WHERE PERMIT is APPLIED TO.
4. SERIES 2000 INSTALLATION IS APPLICABLE TO SIN= AND DOUBLE HUNG AND HORIZONTAL SUDEFIS STYLE WINDOWS WHEN
INSTALLATION IS REOUNINED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, $4, ATRIUM WINDOWS AND QOOi INC, E - Z HAPING STORM FINNEL SYSTEM- I$ FAIW 1119111DING,
5. ALL ALUMINUM EXTRUSIONSIO BE W65-76 ALLOY AND TEMPER. (UNLESS OTHEINVISE NOTED) Is- (a) THIS PRODUCT EVALUATION ) PREPARED BY' TF95 ENUNEER IS GENERIC AND DOES NOT PROVIDE
INFORMAIM FOR A SITE IMMIUVRTI T... WWRE THE SITE CONDITIONS DEVIATE FROM THE P�F_D�
ALL ALUMINUM SHEET METAL USE13 At CLOSURES SHALL HAVE 3105-KI4 ALLDY.
AILL STEEL SHEET METAL PANELS SHALL HAVE STRUMRAL OUALTTY STEIEL, ASTM A-653 CW-- 50 Min, GALVANIZED STEEL THIS PRODUCT BASED ON IRS P1.M PROVIDED HE/SKE DOES HOT DEVIATE
OESJ"T*N W/Fy- D&S k*1 (AFTER ROUEDJ� THIS DOWMENT- CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESIPCHSIBLUTY.
6. ALL. SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION FICSISTANT COATTED CARBON STEEL. AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOGIFIED,
5018 W/ 50 k9i YOM STRENGTH AND 90 W TENSILE STRENGTH & $HALL COMPLY W/ FLORIDA BUILDIND CODE SE"ON 2411.3.3,4.
(d) WE SP F)C PROJECTS ShALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHIMT WHICH OLL
9. BOLTS TO BE ASTM A-307 GALVANIZED 511!1*1� OR AtSI 304 SERIES STAINLESS SIM. WT"H 36 W MINJMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL fft RESPONSIBLE FOFZ THE PROPER
USE OF 114E RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To 714E PEO. EINGIRM, SHALL
10, AKK34ORS TO WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
(A) W THIS PTD� SKALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFMONAL ENGINEER OF
i/4't TAIRCON AINCHORS AS MANUFACTURED BY LT.w. BURLDEX. INC, (MIN. r��M RECORD THAT PREPARED IT
1/4' - X 7/8' CAUK-111 ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, fc-�3000 p-Q
#14-19 PANIELVAIE F044C ID PANEUMAlt PLUS ANCHORS, AS MANUFACTURED V ELCO CONSTRUCTION PRODUCTS, 10, STORAL PANEL MANUFACTURE" LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCAT)ON AT STORM PANEL W
It
(Vo ACCORDANCE W" SECTION 1709-9.3 OF FLORIDA BUILDING CCDIE� ONE IJABEI, $HLAU. BE PLACED FOR EVERY OPENING
-3350 F.AQ
LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLOR91A BUILDINKI CODE.
A.1) MINIMUM EMBEDMENT OF TAnON ANCHORS INTO POURED CONCRETT. SWL. RE 1 3/4- AND 2- FOR PANELMATE
FEWALt 10 A, PANIELUATE PLUS,
A2) MINIMUM EQ8EDMTTiT OF 1/4'�v X 7/8' CALK -IN ANCHORS SHALL BE is 7/0' INTO CONCRETE- NO EMBEDMENT INTO
MY r"SH MATERIAL SHALIL or PEXWMM
1/4. o-20 SS SIDEVALK BOLTS USED SHAIU, RE LONG ENOUGHlSHOULD My FINISH MATERIAL EX" To ENGAGE 3/4'
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t A Til k
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I - --:�
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NO.44167
1/4- 0 TAPCOM ANCHORS AS MANUFACTURED BY IT.W. BUILDEX. INC FLORIDA BUILDIN CODE LHIgh Velocity Hurricarwo Zone)
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INSTALWION DEIAJLS EOR 5ERIES 200 A 1 900 E-Z HANQ STORM PANEL I
INTO EXISTINQ _WOOQ �TRUCTURES
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SCALE Ile
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CONCRETE & WOW
INSTALLATIONS t
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I L& LENGTH FOR A 0
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(2) PROCEDURE 70 DETERMINE MAXIMUM PANEL LENOft
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ALAA&rI4MLM UH PANE. LENGTH %� FROM SWENJUE
FOAL PAN , MINIMUM DETERMINED PANEL LINGIIIII
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(3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY QUALATAT". -
� INSIALLATIONS INTO WOOD ARE UNITED TO1 95 ILIt MAX A -SO. DES" PRESSURE ;�Z,-,w I
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20-175
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INSTALLATION DETAILS FOR REGULAR EANEL (1)
INTO WOQP STRUCTURES , I
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LLEia i � � (SEr TAO tr SHEET I
Ot, 01 ON I j
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I Mon. : __01 i v wx� 1� : � ,, h L SEE TIM BELOW FOR LIMITATIONS FOR
I SEPARATION I V MAX, ! � 1 1/2* LOW, SLEEVES.
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IT
10 GLASS� - I PMM LENGTH PANEL LENM �- I
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11
i '. . . � � 1� I PANEL MATE FEMALE In OR PANEL IWITE
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I - - __ _____ ___ , - - - r �
I I ; i -01 �
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I
MQUNT
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SEE I ON SHEET 71 FOR MAX, PANEL LENGTHS &
I SOX � I 'it' 0 12 1/2' O,C. �
MEA-1
I : - I DMIGAI LOADS FOR INS INSTALLATION.
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t_,_ __� I- I 1 ".., I I �� , � : (SEE SCHEDULE _
.
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,�, , i I *, � � 1 1 , - k I (1) INSTALLATION Is LAO= TO A ONE srow viumn "TW W-V
%A' WOOD L, � � ; I , 1�4 1 � -, 1: � w" lam "OF HINN't M" Is a mmmelm FROM ANY
2 � r i � : ) *A= i r I
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I � k j I j -,- � I BUILDING, Hwff CURRENTLY 000470 ON aw 11).
PLATE REOUIWO "" - - 11, LI , WOOD ANCHORS � DO I
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- J I-
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11RECT
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W" MOU ING ti) slow Pown. ToMMA"M is ONLY &URMYE 2w I W 1 4/2' LONG SPAQVIR COWPMW #PA SHALL K AS INDICATIM 04
SCALE 3/8-i' I Tow z WTAUATM or I 1/2- UING, VAM 04 n opoor
IWO AN, 0253M WOW rRKME WAUL VAUD �Hn== W= W VVEMU W AMU
Lw I C-1" CM wrok) or THE nopm
SCALE 3/8-1. (4) ]INSTALLATION VALID ONLY FOR WWO I I SUILDN't,
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PAR��� (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ., I.
WIN THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE- NIS STORM PANEL SHALL NET DIE INSTALLED AT HIGH - #14-10 PANELMAXE FEMALE 10 AMD PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELEC CONSTRUCTION PRODUCTS,
VELOCITY HURRICANE ZONES EMLAMI-OAOE I OROWARD COONI'LES). _ 1�4*0 LAG SCREWS PER N.O.S,
DESIGN IIAND LOADS SHALL K DETERMINED ,AS PER SECTION 1600 OF THE ASOYE MULTIONED CODE, FOR A SASAC WIND _ 7 IWO A 51W WOOD BLISHOIC, AS USTRESUIED W ALI POINT SCREW, 9I & SPECIALTY GO,
SPEED AS REQUIRED BY THE 4VRISDICTION WHERE STORM PANEL WILL BE INSIALLOD, AND FOR A aIRIECTIONALRY FACTOR
KUO�ft, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS-O-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) WNIMUU THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2' FOR ELCO PANELMATE PLUS
3. 0 THRU 12 s, I;F, I & AND PANEUAALE FEMALE fO
IN ORDERTIC VERAY THE ABOYS CONOTTON, ULTIMATE MICK WIND LOADS DETERMINED PER ASCE 7-14 SHALL BE FIRST
REDUCED TO A-S.0- DESIGN PRESSURE RATING BY MULTIPLYING TREM BY 0.6 IN OROM TO COMPARE THESE W1 WX. (A,SD,) ") MINIMUM THREADED PENETRATION or LAG SCREW, INTO THIF WOOD FRAME UNIT SHALL BE 1 I,W� NO THFUENOM
DESIGN PRESSURE RATINGS W[CAIED ON SHEETS 1 9 T4RU fZ & 17, 18 PENETRATION INTO CO AS ,
IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WOE OVER SORME), A 3,3% INCREASE IN AUCIALRIBLE
, ,
STRESS FOR WIND LOADS WAS I= USED IN THEIR ANALYStS� FA STENERS SPACING TO WOOD HAS INEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD S,ML Of AS INOTOMED IN THIS DRAWING
ACCORDANCE WITH N.O.S. 20ITS - LON
SIC15M PANIEVS ADCOUACY FOR IMPACT AND WIND RESISTANCE I" BEEN VOWED IN ACCORDANCE WITH SECTION IWO.1�2 OF CA) MINIMUM PENETRATION OF WOW RUSHING SHA" BE 3/8' 114- 0-20 SCRENS USED SK4LL 8E 1 1/2 C MINIMUM
THE ABOVE MENTIONED COLIC AS PEA AMERICAN TEST LAS OF SOUT14 FIER30A RIEPORTS 100*4,01-01 AND #41219.02-09. AS SHOULD STUCCO EXIST, AND I" MININIUM FOR WALLS 'MTN NO STUCCO.
PER SSTO I 2-ft & ASTM C =-02 $11ANCIAIMS. AND AMERICAN TESTING LAS SOUTH FLORIDA REAM 11123,01-0 As PER
YAS-201 AND TAS-203 PROTOCOM AND 45 PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION B04 OF THE ") IN fAsr THO PRECAST Snow, ON PRECAST CONCRETE PANELS, STDCOC OR WOOD EBAPES BE FOUND ON THE EIRSTINO
FLGRIOA BUILDING CODE WAU_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
ANCHORAGE SHALL BE AS MENTIONED IN C 1), C.2) Is CA)
2. ALL ALUMINUM DUROSIONS TO BE W"-TB ALLOY AND TEMPER (UNLESS OTHEPANSE NOTED), SEC SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 01' THE ANCHOR'S MANUFACTURER.
3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HIA, ALLOY. 8 PANELS MAY ALSO 0-1 INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 �SHEETS 4
4 ALL STEEL SHEET METAL PANELS SHIM1 HA'K STRUCTURAL QUALITY STEEL AM A-653 ORADE 80 VINIMUW G-011 GALVANIZED TIROUGH 5) EXCEPT THAT 11FAINAS Q & (D SHALL NOT BE USED,
STEEL DESIGNATION W/FY- 922 k. WIER ROLLED)- 11. ff SHAJ.L EHE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER 15 TO BE
5. ALL SCREWS 10 fit STAINUM STV�L 304 OR 316 N& SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIM ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONtRETE, BLOCK OR WOW FRAME
WILDINGS,
SOOTSW/ 50 1I YIELD STIRIENCTH AND SO I*, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING DOM SECTION
241 1 -1 3.k 10, EACH REGULAR STORM PANEL WM4 LENGTHS OVER 90�. AS PER SECTIONS 1, Z 4� 5� 6 AND ALTERNAITIES IWI 3W & 4w ON
SHEETS 4, 5, 6 & 7 FIMPECTIVIELY: SKAIL HAVE A LEGIBLE AND READILY YISIBUE MARKING INSTRUCTING OWNER 04 TENANT TO
6 11OLtS It BE A" A-ZO7 GALIOMIZED STEEL, OR AJSf 304 SERIES 5iAMESS STEEL. MEN 46 In," MINIMUM YIELD STRENGTH, SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PEMODS OF HURRICANE WARNING.
7 ANCHORS TO WALL SHALL Of AS FOUOWS� I I. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
(All TLuwMr1_?2A3uL9M9=1
1/4-# TAFACON ANCHORS AS WAWFACIVRLD BY J,T,W_ SI WC Agn 4'C-3192 P-0 12, STORM INE. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS MY BUILDRIG AND ZONING REGULATIONS
- 1/4- IT 7/0' CALK-114 ANCHORS, AS MANUFACTURED BY UEWI INC PROMIDED BY THE JURISDICTION WERE PERMIT IS APPLIED TO,
- t/4'* ,I 1/4" SOLID -SET AMICKORS, AS DISTRIBUTED BY ALA. POINT S-CREW, OCILT & SPECIALTY GO
(Min. r..3(= P.S.i�) 13 (a) THIS PRODUCT VALUATION DOCUMENT EP.LDj PREFAAED BY THIS ENGINEER ill GENERIC AND DOES NOT PII INFURIATION
- 114-10 PANELALAIE FEMALE ID & PANSLIA411 PLUS ANCHORS. AS MANUFACTURED ITT SLCO CONSTRWRON PRODUCTS. FOR A SITE SPECIFIC PROJEC'r; to. WHERE THE SITE CONDITIONS DEVIATE FROM THE P�EO
- 1/4'# ZAMAC "LIN ANCHORS, AS MANUFACTURED BY DEWALT, INC, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFEET OF THIS PRODUCT
A 1) UNIMUM EMBEDMENT OF 1APCON ANCHORS INTO POURED CONCRETE SHALL Of I a/4"� 2' TOP ELM PARELVATE AND BASED ON THIS P-LD, PROODED HE/SHE DOM NOT DEVIATE FROM THE CONDITIONS DETACED ON THIS DOCUMENT,
CONSTRUCTION SAFETY AT SITE IS THE MORACTOR'S RESPONSIBILITY
1 -1/4" FOR ZAMAC NAILiN ANCHORS,
4c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD W LIDNIFTED
A.2) CALK -A Is oDWD-S13 ANCHORS SKAIL BE EMBEDDED 7/43- INTO THE POURED CONCRETE 440 MKOMENT INTO
STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL RE 1 I/V LONG MINIMUM SHOULD STUCCO EXIST, (4) SITE SPECIFIC PROLIECTS SHALL BE PREPARED PLY A FLORIDA REGISTERED ONGINEEN OK ARCHITECT WHICH WILL BECOME THE
AND I - MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL NREACTED SCRM WIO HEAD, ENGINEER OF RECORD (E.O.R 2 MR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE
BUT WMI WHIC RUM PROPS USE OF THE PE,O ENG94EER V RECORD. ACTING AS A DELEGATED ENGINEER TO IK
PZD� ENGINEER, SRqU S~ TO THIS LATTER THE SITE SPECIFIC MWMS FOR NVAEW,
A-5) 94 CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PASOERS, STUCCO OR WOOD BOARDS BE FOUND 04 THE
EXISTINC WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.3 THIS P.E.Q. SHALL BEAR THE DATE AND ORIGINN, SEAL AND SIGNATURE OF THE PROFESSIONAL
ANCHORAGE SHALL IRE AS MENTIONED N k I) AND IN A,2). ENGINEER OF RECORD THAT PREPARED IT
(0) M QMT : Ik SHUTTER MANUFACTURER . 6 LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
"I PANEL WILMS IN ACCORDANCE WITH SECTION 1709,9-2 OF FLDRIDA BUILDING CODE ONE LABEL
- TAPCON ANCHORS AS MANUFACTURED BY 1. 7 W OVILDEN. HIE, SHALL BE PLACED FOR EVENT OPENING L40WNG TO COMPLY WITH SECTION 17099.3 Ov THE
- I/r 0 . 71W CALK-W ANCHORS� 00 MANUFACTURED BY DFWAIJ, INC� FLORIDA BUILDING CODE.
- 1/4'0 X �1/4- SOUG-ttT ANCHORS. AS DISTRIBUTED BY ALL POINT SCRLv, 901.7 At SPECIALTY CO.
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SH 1.3f
END COSURES DF-TAILS FOR INSTALLATION IN POURED CONCREJE,
CONCRETE BLQCK QR WQOD STRUCTURES: VAUD E08 REGULAR. LIFE
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weENGINEERING
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Et4GINEERING EXPRESSO
PR13DUCT EVALUATir3N REPt3R-r
Septamborls,2020
APPOcationNumber 17MS.1-R2
EX Project Number. 20-31543
ProductManufacturer, AflAmerican Shutters and Glass
Manufacturer Address, 1540DOrmaRoad
West Palm Beach. FL 33409
Product Name & Description: 24ga Galvanized Steel Storm Panels
Large Missile Impact Resistant
Scope of Evalvation,
This Product Evaluation Repoah; being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
SIG20-3OOS, FAX- for statewide acceptance per Method I (d)L The product noted above has been
tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
Seventh Edition (2020) and Is. for the purpose intended, at least equivale-rd to that required by the Code.
Ra-evalustion of this product &hal] be required following pertinent Florida Building Code modifications or
revisions.
Substantiating Data.,
. PRODUCT EVALUATION DOCUMENTS
EX drawing #20-31543 filed '24ga Galvanized Steel Storm Panels (HVHZ & NorL-HVHZ)', sheets 1-5,
prepared by Engineering Express, signed & seated by Frank Sennardo, P.E. Is an Integral part of this
Evaluation Report.
. = REPORTS
Uniform static structural performance has been tested in accordance with TAB 202 test standards Pat test
report(s) *BT-ASG-17-001 by Blackwater Testing, Inc,
Large ntissile Impact resistance and oyde loadnit performance has been tested In accordance with TAB
201 and TAS 203 test standards par test report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc.
- STRUCTURAL EN(NNEERING CALCOLAT10,14S
Structural engineering calculations have been prepared which evaluate the product based on
comparative and/or rational aria" to quality the following design criteria:
1. Maximum Allowable Spans
2, Minimum Attowable Spans
3. Minimum Glass Separation
4. Anchor Spacing
160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLoRtOA 33442
(954) 354-0660 1 (866) 396-9999
TeArL@EmGtN6ERiNGE%PR6ss.cotq
ENGI N EEAHNGEXPRPss�Com
ENGINEERING
Page 2 of 2
All American Shutters and Glass; - 24ga Galvanized Steel Storm Panels
No 33% Increase In allowable stress has been used In the design of thittrproduct-
Separation from glazing Is not required for InstallationsOutskle of wind zone 4 and essential facilities.
Impact Resistance.
Large Impact Resistance has been demonstrated as evidenced In previously listed test iapert(s), and is
accounted for In the engineering design of this product,
VWnd Load Resistance
Thi product has been designed to resist wind loads as Indicated In the span schedule(s) on the
res=ePmduct EvaluallonDoctment Cie. engineering drawing).
Installation
This product shall be Installed In strict compliance with its respective Product Evaluation Document (I a
Engineering drawing), along with all components noted therein,
Product components shall be of the material specified in that product's respective Product Evaluation
Document (i.e. engineering dranving).
Limitations & Conditions of Use.,
Use of this product shall be in strict accordance With the respective Product Evaluation Document (i.e.
engineering ftwing) as noted herein,
All supporting host structures shalt be designed to resist all superimposed loads end shall be of a material
Wed In this product's respective anchor schedule. Host structure conditions which are not accounted for
In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
professional engineer.
Adl componems which are permanently Installed shall be protected against corrosion, contamination, and
Other such damage at all times.
This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ),
Respectfully,
.r-r.
Frank Bennardo, PE
ENGINEEFUNG EXPRESS"'
OPE00465491 Cert. AuTli. 9885;
16D SW 12" AVENUE, SUITE 106, DeeRTIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TI!AN0ENGINtERINGEXPRESS,COM
ENGINEEKINGEXPRESS.CoK
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ALUBMM U1.W
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FLORIDA BUILDING CODE Non High Velocity Hur fetme Zomi
9
MIN. PANEL,LENGTI-11 a a.44 'Pam %?= .0� 24 GAGE GALVANIM STEEL STOPM PANEL J`�%T,
I IMBALLA11ON ARE ONLY VAUD FOR MAX. A.S.D� DESIGN SRALL RE 2 -15" QUIN,
r
PRESSURE RATING +/- 40.0 p,s,f� AND W-10" MAX
PANEL LENGTH, STATE 0 /T[FEC-0-1. GLOBAL PROTECTION PRODUCTS, =1 LAM
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2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD k. _Z4 nw=
.........
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MEMBERS TD BE SOUTHERN PINE No 2, W/ SPECIFIC LIM
DENSITY OF OM OR EQUAL. NAIL. Iiq� -
aq :a,- A OWED is W fa
ALL AMERICAN SHUTFERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS CHVHZ 8L NON-HVHZ)
I -
TOP MOUNT
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PANELS MAY BE NOTCH ED 5 REQUIRED,
DIM �41_20 STITCH
OLTS WIT WASHERED
PROVIDED THAT.CON=UONS AND
ANCHORILA;EUSAD INHI C� 1 -5 ATI S Ff
VVINGNUTS FASTENED
SPANS 46OVE it BELOW OS"I CTI&
"�ERLAP"'M"AA UrS'
TVL
VERTICAL MOUNT ELEVATION
(NOTCHED PANELS),
ELEVATION
17411T [I _T7 �
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE,
24 CAUSE PANELS
MI'MMUM STORM PANEL SIHIARATION, FROM GLASS
(I1VHZ,WN ZONE 4 & "St"At FACII ITIES)
MAXIMUM
DESIGN AUDWAAM tNSIALLATIONSU-55 INSIALtANOMSCROTER
ANftmA*j THANWABOVEGRADE THAN 3WASOVE GRAIX
IS0.0 W [ 6,111, 1,111"
1B0P_!T_ 6.015111, IAE 1,
4G TABLE VALUES FOR
INCLUDING BUILD OUT
BETWEEN LMS is
X NDCT HIGHER LOAD.
GLASS SEPARATION NOTES:
1. ENTER SPAN SLHEDULE WITH POSITIVE DESIGN LOAD TO DETRMINE
MINIMM ALLOWABLEWARATION FROM D15OPENDIG, TO BEAROTECT51).
21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVIT LOADS ONLY,
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NBO' "IGHIER
10 D�
3. FOR INSTALLATIONS OUTSIDE OF THE H`VHZ AND OUTSIDE OF ESSENTIAL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED,
MAXIMUM ALLOWABLE
DESIGN PRESSLJRES-.
� As NoTfj� IN bESIGN�
DESIGN NOTES: SCHWULE5
P I AND NE I EDE N PRESSUIR C LATED
F R� SE S SHALL BE Pit I ED Pep,
SEPA E GI , QRD NCEWITHTHE
ERNING C E E E
0 IN I R W AS E7ANDNAPTER
16 0 F E R I 1 1; E' 7HAN
, 'to )MIL'IN
P U T� HE, N,FOR.ANY
A MJILY
GENERAL NOTES:
BEEN USED IN THE
4 EEFPAATE_'S�BPF
BRUN Ry 3 NSA9
FUMAI RNATI-RANCA11LIZA05'
QW,MKIMUM TESTED
ADD17BIONAL
VISIT
MINIMUM ALLOWABLE SPAN SCHEDULE
(AEL PANLL5)
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE,
24 CAUSE PANELS
MI'MMUM STORM PANEL SIHIARATION, FROM GLASS
(I1VHZ,WN ZONE 4 & "St"At FACII ITIES)
MAXIMUM
DESIGN AUDWAAM tNSIALLATIONSU-55 INSIALtANOMSCROTER
ANftmA*j THANWABOVEGRADE THAN 3WASOVE GRAIX
IS0.0 W [ 6,111, 1,111"
1B0P_!T_ 6.015111, IAE 1,
4G TABLE VALUES FOR
INCLUDING BUILD OUT
BETWEEN LMS is
X NDCT HIGHER LOAD.
GLASS SEPARATION NOTES:
1. ENTER SPAN SLHEDULE WITH POSITIVE DESIGN LOAD TO DETRMINE
MINIMM ALLOWABLEWARATION FROM D15OPENDIG, TO BEAROTECT51).
21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVIT LOADS ONLY,
INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NBO' "IGHIER
10 D�
3. FOR INSTALLATIONS OUTSIDE OF THE H`VHZ AND OUTSIDE OF ESSENTIAL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED,
MAXIMUM ALLOWABLE
DESIGN PRESSLJRES-.
� As NoTfj� IN bESIGN�
DESIGN NOTES: SCHWULE5
P I AND NE I EDE N PRESSUIR C LATED
F R� SE S SHALL BE Pit I ED Pep,
SEPA E GI , QRD NCEWITHTHE
ERNING C E E E
0 IN I R W AS E7ANDNAPTER
16 0 F E R I 1 1; E' 7HAN
, 'to )MIL'IN
P U T� HE, N,FOR.ANY
A MJILY
GENERAL NOTES:
BEEN USED IN THE
4 EEFPAATE_'S�BPF
BRUN Ry 3 NSA9
FUMAI RNATI-RANCA11LIZA05'
QW,MKIMUM TESTED
ADD17BIONAL
VISIT
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(AEL PANLL5)
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NOTES:
I ANCHOR SCHEDULE APPLIES TOA.U-PROOLICTS trRTIFIE-D HEREIN, BUTONLY PROVIDES
MM ALLOWA15LE ANCHOR SPACING. MAXIMUM ALLOWABLE rPANS AND PR�SSURLS INDICATED
SCHEDULE SHALLAPPLY.
ENTER ANCHOR 5CHEOLLE ELOSEDON PANEL r"NER, SPACING� THE VI5TrNG EFIHIIUCTURE
MATtRIAL., & ANCHORTYPE. SELECT OESMN LOAD GREATER THANOft EQUALTO NWATIVE DESIGN
LOAM ON SHMER AND SELECT SPAN GO�AT�RTIIANORF(�UALTOiSHUT-TEP.5PAN,SE�LECT
CONVEMONTYPE WED ONAPkROPAIkTE MCUNI CONOMON (SEE MOUNTING DETAILSON
SHRET2 FPR,JCE1VT7ICATJONOF`aoNNE0ioN TYPE).
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MINIMUM EMBEDMENT
AGE ATELY TRANS
CONCRETE RSNOT HEREINSHALL9 EMBrDDMT
9.. HERE EXISTAIISTRUCTUREIS W0013 FRAMING, EIMTING CONDITIONS, MAY VARY. FIELD
YERIFYTHATnPSTENEF�s ARE INTOADEQQATE WOOD FRAMING HEMUM, NOT PLYWGCO� FASTMING
TO PLYWOOD J�-, ACCEPTABLE ONLY FOR SIDE CLO50 FLE PIete,5,
10. WHERE ANCHOX5 FASM TO NARROW FACE OF sTJuDeRAM[N% FASTENER SHALL5F LOcATED, IN
CIENTER, OF 140MINAL 2" X 4" (MIN,) WOODETU D �X,'EDGEGISTANICE`15 ACCEPTABLE FOP, WOOD
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