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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
PowderRoorn
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 Flr Sys
Floor System
RAO or Rod.
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
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Afternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Footl Feet
REINIF
Reinforcing
BF
Bdold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GIL
Fixed Glass
RM or Rm.
Room
BILK or BLK.
Block
GALV or GaIv.
Galvanized
RND or Rnd.
Round
BLWorBLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
RS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SO or SO.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BID or Gyp. Bd.
Gypsum Board
SGID
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
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Hold (plumbing faucet)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Specifications
CLG or CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or KA(Vall
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 Thik'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 Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Comentitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WOW or Trans.
Transom Window
DLA 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
ML or M.L.
Microlarn
LINO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stock
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW 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
OVID 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/ or wl
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
WOW HOR or WDW. HDR.
Window Header
EXT or Ext.
Exterior
PLIF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pft. 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
WIP
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
WAIF
Welded Wire Fabric (Mesh)
P LAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 FRAME -WALK REVISIONS
12-28-17 3.0 2017 FBC UPDATES
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
08-27-19 4.1 ENG. REVIEW FOR 150-C MPH
09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA
12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M.
12-19-20 5.0 FBC 2020 CODE UPDATE
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
3.2
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURALNOTES
SN1
DETAILS
S31M
S4
MONO DETAILS
DETAILS
S5
SS
DETAILS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
PA1.0
PA1.1
WATERPROOFING DETAILS
PRODUCTAPPROVALNUMBERS
PRODUCTAPPROVALNUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
N
0 FE-1
7MM
FE-1 I
'% F
1E INI INI P 18 FA
1791
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 construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
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the structural plans and specifications contained within these
drawings comply with the 2020
FloOds Building
Code -
as ential th dition, Engineer's signature
and seal is only for
the structural enginee6ng portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE :
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SHEET NO.
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BEDROOM 3
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8'-0" FLAT CLG.
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8'-0" FLAT CLG.
4068 B.F.
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HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.01E Fb=2950
(2) - 1 3/4' X 7 1/4"
LVL 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
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X251
S.H.
13
20 X 38
18 J X 37 J
S.H.
14
20 X 50
18 1 X 50
S.H.
15
20 X 63
18JX621
S.H.
16
20 X 72
18 J X 714
S.H.
1H2
27 1/4 X 26
26X25i
S.H.
11-13
27 1/4 X 38 J
26 x 37 1
S.H.
11-14
27 J X 50 1
26 x 50
S.H.
1H5
27 J X 63
26 X 62 1/2
S.H.
11116
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 J X 25 1/2
S.H.
23
37 J X 38 J
36 4 X 37 3/4
S.H.
24
37 J X 50 J
36 J X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52 4 X 25 4
S.H.
33
54 X 38 J
52 4 X 37 J
S.H.
34
54 X 501
52JX50
S.H.
35
54 X 63
52 J X 62 4
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Table 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.
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.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
t:
+26.6 -29.1
+26.6 /
SEE SN SHEET, SEE SN SHEET
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
WALLLEGEND
MASONRY HGT. @ 8-4- A.F.F.
TYP. 2x FRAME WALL
C 1 17 1 '1 17 1 '1: 1 � I' I: 1 :1 :1: 1:9 INTERIOR BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION
IIST FLOOR LIVING AREA 1817
LIVING TOTAL 1817
GARAGE 427
FRONT ENTRY 32
TOTALAREA 2276
INSULATION REQ.
LOCATION R-VALLIE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R- 19 KRAFT FACED
FLOOR PLAN - ELEV- B1 CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
SCALE: Y4"=1' -011 GARAGE SEPARATION R-11/R-13 KRAFTFACED
(GARAGE / LIVING)
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drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineees signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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SCALE :
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SHEEr NO.
KITCHEN ISLAND
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GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
MIRROR SHWR. SHWR. DOUBLE
CURTAIN HEAD RODS
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INTERIOR ELEVATIONS
42" H UPPER
CABINETS
36" H UPPER
CABINETS —
16" FOR LINEN 30" H UPPER
12" FOR PANTRY CABINETS
OVERHANGS THAT
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General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 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 C1063 or C1787, or as otherwise
approved.
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 manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers 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
properjoint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 f et 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.
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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ROOF CRITERIA:
12"OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
.G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C 1063, 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
ccordance with ASTM C1063 or C1787, or as otherwise
pproved.
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
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 I 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 C 1281, 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 manufacturers recommendations.
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the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general).
In a Flood Zone, all electrical equipment to be at or above DIFE.
Kitchen 44"AFF
Bathroom 39"AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be In accordance With R314.1 and listed in accordance With LIL 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 LIL 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 ANSULIL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
With R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of
the outside edge of a sink. This would include the receptacle Installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
FTF
DUPLEX OUTLET ABOVE COUNTER
K )-W-.
WEATHERPROOF DUPLEX OUTLET
O&F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I 1-1�
piiv-
HALF -SWITCHED DUPLEX OUTLET
L-6:1h
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
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FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
F-0
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC HI
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
H9
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
F12
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
Millen
ELECTRIC PANEL
—11111111IL-1i
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
150AI200A INDOOR
NEMA 1
150 AMPI
200 AMP
MAIN
0
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150 amp
#14 copper to lights & outlets
#12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
or 4/0 SER Alu
UNDERGROUND 1 nn
POWER CO. FEED_,T,,cl,
INTERSYSTEM F-14 Bare Cu Ground
BONDING #4 GROUNDING WIRE
TERMINATION PER 5�1 WITH CODE APPROVE
NEC 14,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER CO.
DISC.
WP:(
GFI
WP
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NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS
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DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
HOOD PER SPECS
ME
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DISP
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------------------ ------- ----
PATIO PENDANT AS
PER SPECS
FAMILY ROOM
Hell/ CAFE
VERIFY METER LOCATION
WITH BUILDER
4L --- I'll -� - -- ,V
L BtDROOM 3 / X
ROUGH -IN FOR ROUGH -IN FOR
OPT.CLG.FAN/ OPT. CLG. FAN/
LIGHT PRE-WIR&\ -2 LIGHT PRE -WIRE
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A IRRIGATION
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To the best of the Engineer's knowledge, Information and belief,
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drawings comply with the 2020 Flodda Building Code -
Residential 7th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature end seal.
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ATTIC
SPACE
ATTIC V - ENTILATION - CALCULATIONS --
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
-Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
Provided
SQ. FT.
Total SQ. SQ. FT. SQ. IN. of
by Upper
SQ. IN. of of vented
IN. of of ventilation to
SQ. IN. of
SQ IN of
Ventilators
ventilation soffit
ventilation vented be provided
Ventilation
Ventilation
(See Elev)
required needed
required soffit by upper
needed ventilators
Maijn 19 2
Floor 2276 21 109:2[78 546 561.0
Zone 1) 285.0 276.0
-*NOTE-*
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
ROOF PLAN — ELEV—Bl
SCALE: Y4"=1'-O"
Aftic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
• SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
* LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
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Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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PSI CONC. GROUT FROM FT. TO-Pli
BEAM W/ (1) #5 REBAR VERT
2'- 4'-0' 2'-0" 6'-0' 4'-6" 2'-6"
PER FIELD
CONDITIONS
ABOVE SLAB TYP @ ALL
PLACES SHOWN HOOKED FTG.
F, TOP OF CONCJ PAVER TO BE 4"
BELOW FIN. FLR. -3 1/2" SLOPE
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DOWELS 5" EMBED W/ 25" EXT.
PROVIDE Y2" x 9" (2) #5'S
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W/ (3) #5'S E.W.
1
FOUNDATION PLAN MONO — ELEV-131
SCALE: Y4"=1'-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F- OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VVVVF PLACED IN —1/6" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
REINF. SEE PLAN. — FOUNDATION PLAN
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SCALE: 3/4" = V-0"
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77-
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----#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
"Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature an d seal.
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RSHI
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft
/IND SPEED (ULTIMATE)
140.0 MPH
IIND SPEED (ALLOWABLE)
108.4 MPH
XPOSURE CATEGORY
C
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
HIP
ROOF >20 TO 27 DEG.
WIND AREA
VALUE DENOTES PRESSURE
(SCI FEET)
(-) VALUE DENOTES SUCTION
[4:12]-[6:121
oae4
AREA
ROOF
I
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2n
2r
3
3e
3r
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HIP
-35.94
-49.57
-49.57
49.57
@
10
-38.22
-38.22
-60.99
-60.99
-60.99
-71
-78758
-%
ROOF NAILING SCHEDULE1 NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6' O.C. ON EDGE AND 6' O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
G)
SHINGLE: Y16" EXP. 1 (24/16) or 1%2" EXP. 1 (32/jr,)
DLL 15132"EXP. 1 (1/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ys"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (21/2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120*) NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
GABLE
a=4ft
ROOF > 20 TO 27 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
(4:12]-[6:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
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MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
C)
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 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 HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
1 4350
3740
518' ANCH. 1(26) 10dxl-1/2"
HTT5
5795
5/8"ANCH. /(26) 1 Old x1 -1 /2
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
_K
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X21/2"SDSWOOD
SCREWS & (1) 5/8' ATR
M
VGT- F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 112" SDS WOOD
SCREWS & (1) 5/8- ATR
N
LUS26
1165/1060
1005/915
- 10d x 3"
JUS26
1000/1080**
...
8-10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
VGT - M
4940
3555
wl (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
SIMPSON SET w/ 12"MIN.
EMBEDMENT.
-S
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
_T
-
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
IEPDXY
MUGT15
4175
22 -10d x (1) 5/8"ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
1(2)LGT2
14060-M 3770-FI3500-M
3240-Fl
WI(32) 115D SINKERS&
LUGT2
3100-M 4520-F!3100-M
3800-Flw/
(32)16D SINKERS&
(14) 1/4"x 2 1/4"TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 112"
spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
590
1 555
12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /2"
MINIMUM WMEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FA EN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x TGUN
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
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
M(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
a
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN M ELEV-B1
SCALE: Y4"=1'-O"
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
to
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GENERAL INSTALLATION N TES
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 U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided In composite lintel In 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 wells shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal IoTd -1-0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MATERIALS
1. rc precasr rint Is = 3500 psi.
2. fc prestressed lintels - 6000 pal.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
#5 REBAR
IN.
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L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER IS
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturses specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturers specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitluos coating. See contractor specifications
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
OF
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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 Florda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering ponlons of the drawing pages bearing
Enginser's signature and seat.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C. ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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
1.1.7. INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTIM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD,
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 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 PLF 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 SO. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE -C-, IMPORTANCE FACTOR'I"= 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 I A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS,
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-1-P CONCRETE FORMED AGAINST EARTH:
C-1-P CONCRETE EXPOSED TO EXTERIOR:
C-l-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (VVWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3-
2'
1 Y2.
Y4 "
CONCRETIETYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-l-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10* AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL
LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
ANSIITPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8"OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK
4.4.10,
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWlTH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTIM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION,
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substanfiates 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 si n which identifies the termite treatment provider
for t3atment be
and need re -inspection and contract renewal shall provid6d.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigationts
I aall risers and
,TdnkJ?r systems includin
spray hea s she I not be installed wl hin V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 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
be made forms. Permanent forms
etc., shall with permanent metal or plastic must
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rpinfpll occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C?ncrete oNjer o� and mortar along the foundation perimeter
_p
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within 1 �4' of the structure sidewalls.
11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be Installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
a licensed control company before a certificate of occupancy will eissued.
�y pest
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment isin
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-lR 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.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2. 1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION
140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140
MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition, 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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SHEET NO.
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Backer and Filler Block Dimensions
BCI0Joist
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
2x + 5/8" or 3/4" wood panel
902.0
2x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span,
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
DOUBLE JOIST CONNECTION
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pff max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls over squash=20 blocks and
require additional wall or beam below.*
consideration. Check
0,
w
local building
code for appropriate
details in One 1 Od box
areas=20 of high Z—or--20 sinker
nail each side
109 lateral load.
-011 at bearing.
— -SS W/
TANK -LESS W/H
CORNER OF 7
HOME H C G
GARAGE SIDE 0 0 0
4# 5'-0"
STUB -OUT FOR C) L0
GAS METER 0
0
_JC�14
Ar AL
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY**
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
1 U-13"
(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.
19-4-
(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'-611
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2 X 10" @ 24" O.C.
'IT-011
(3) 16d TOENAILS
2" X 12" @ 24- O.C.
1514
Al
(1) SIMPSON HTS20OR (3)16dTOEN LS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o-c
Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N.T.S.
1,4%J 1 1
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(se'
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
10M
FILL CELL -A F STD. 90- HOOK F BOND BEAM
T
SIMPSON MG Fp�
w/ (22) 1 Od
NAILS TYP �GIRDERTRUSS
00 CONT. #5
LU 71-
STD. 900
CONT. #5 HOOK BAR 2X TOP PLATE
BAR .,T 7� ji--� F
#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
e —PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
-��FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG, WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min 2" min.
)Small gap
2" max. 1 4" max. Web Stiffener Fastener Schedule
--J1 Joist Bearing__ ocation ---
Series I - be—pth- , End Intermediate
9-1/2" 1 2-8d 2-8d
BCI 5000s� 11-7/8"1 -f-8d 3-9d
IT 14`� - ZAM 5-8d
I . -- -
Clinch nails 9-1/2" 2-8d 2-8d
when !BC16000s 11 -1/� 2-8d 3-8d
possible I
BCI 6500s8' 14" 2-8d 5-8d
1 16" 2-8d 6-8d
114—/8" 2-&--3-8d
BC1 60se 14" -T-9-d 5-8d
Tight fit 16" 2-8d 6-8d
11-718" 3-1601- 3-16d
2x4/Plywood/OSB web stiffener 2" min.
1 BC1 gose 14" 5-16d 5-16d
required when indicated or 4" max. 1611 6-16d 6-16d
Hangers with side nailing.
Hangers with sides not containing
top flange of joist. WEB STIFFENER
Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pff max. along bearing wall
Required on interior walls: - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
IFWhen joists meet over wall, provide
13/4" minimum bearing for each.
Use 1 Odx3" nails at 6"o.c. for all joist
-stacking walls
blocking panel *Non
require additional consideration.
A %2" ROUND HOLE MAY
611 611
BE CUT ANYWHERE IN CANTILEVER
THE WEB. PROVIDE AT
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2"
NOTES:
DO NOT CUT HOLES
LARGER THAN %2"
ROUND IN
CANTILEVERS.
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY,
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. 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.
ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
2
7. 1Y
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.
THRU
BOLT
SIMPSC
w/ (22)
NAILS I
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META12
Plumbing
META12 TSS INSTALLATION
(� Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Backer block (12" wide min.)
Nail with 10- 10d nails.
Jnstall tight to top flange.
Joist hanger
71
Filler block.
1� Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
/4%2" gap
Backer Block
'Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
/Web stiffner as
Web stiffeners are not required when top
required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
1
I ] � F-1
i"� P,
0.6 X Joist
D X A I/ depth
L
I -JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM
SEE PLAN FOR--'
FOUNDATION INFO 4''
STEM FOUNDATION
GRADE
REINF. SEE PLAN
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
REQUIRED)
w/ (18) 1 Od x 11/2"
NAILS
UPLIFT= 1015#
x 1 1/2'
0151
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
rmll
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
A
S
PVC OR CH40 SLEEVE
PLUMBING LINE
4 4 L
O'A '.A
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
1010
TOP (2) #5's x 4 - PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION
Fl— PLUMBING LINE
. -9
4 TV, A
4 4
A10
.4
A
A A
A
. A
SEE FND. PLN.
SIZE & REINF.
J1
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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 -
as an gna re a sea is on y r
the structural engineering portions of the drawing pages bearing
Engineer's signature and seaL
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SHEET NO.
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5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
'T
T R
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
E N G T�
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
E 'X'i
B L,
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
Y P E X'
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
Roo
E A
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
B L E RO 0 M
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S E
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS.
CONNECTIONS.
C 0
8"4"x16" NOMINAL BLOCK WITH
TOP PLATE
JA
S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
TOP PLATE
2x BLOCKING HORIZONTALLY@
2
(12) 1 Od NAILS Ox S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/ 2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C.
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
1/2" CDX PLYWOOD OR 7/16" O.S.B.
1 6" O.S.B.
(12) 10d NAILS U.N.O.
FOR UNDERLAYMENT
@ 16" 0. C. W/ (2) 104" (R302.1 1)
16d TOENAILS T & B
�LL
SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1)
4 w/
5/8" x 10" "J" BOLT @ 24" O.C. w/ ,-2x BLOCKING HORIZONTALLY@ INTERVALS
2 0 C1
2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1)
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
INDICATED ON THE PLAN. ATTACH
(ALT: 1/2"x12" TITEN HD @ 24"
PRE ENGINEERED WOOD
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND 12" O.C. @ FIELD
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
SLAB & BLOCK
@
"SIMILAR AT FOUNDATION ONLY"
HURRICANE ANCHOR @ EACH
ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/
COMPONENTS TO BE IN ACCORDANCE
@ 6" M�� FROM END OF 2 x PLATE
N-3-
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
---- -----
5/8" x 10" "J" BOLT @ 24" 0 C W/ IMPSON SP1 w/ (10) 10d NAILS
2"ox3/16" PLATE WASHER (TYP.)
IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
STEP, SIZE OF FOUNDATION AND
]/2'
METAL PL. UNDER EA. TRUSS
w/ R903.2, FLORIDA BUILDING CODE
CHAIRS (TYP.) WWF OR FIBERMESH
ELEV. 0'-0"
(ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE
Fv
REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
A.F.F.'�F
O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4
2-1
INCLUDE THE WALL zl�
6 x 6 W1.4 x W1.4
j�j
A -
SHINGLE ROOF, SHINGLES TO
v
'f
0
@ 24" O.C.) WWF OR FIBERMESH
ATTACHMENTS 2"
WWF OR FIBERMESH
BE IN ACCORDANCE w/ ASTM
9
F
W11
4 ' K
4 ELEV. 4-3 1/2"
3 1/2" MI N.
3 1/2" MIN.
,
D7158-CLASS G or H, or ASTM
D3161 -CLASS F, IN
71 V-1 III-,,
410711
4 4 0
4 4 4 A.F.F.
2x4 CONT7—/ LL
I
��A-
12 ACCORDANCE TABLE
4 4 < 11
1/ "(min.)- 4"
V =i_�. 1/2"(min.)- 4"
w/
C14
4
Is
oo
2E
;0
TYP.) V R905.2.6.1, FLORIDA BUILDING
2TY P 7.) IRIES CODE 7TH EDITION (2020)
4 4
4
GARAGE DEPTH VARIES
3 1/2"(min.).
3 1/2"(min.). - 4"
i-C ry
RESIDENTIAL
81f
4
-_;,
ROOF SHEATHING - SEE
INSULATION LE SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
(2) #5 CONT. 4" V-4" 81'
(2) #5 CONT. 4" 'A 8"_
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT rG G
GARAGE SLAB AT STEP rB
U.N.O. MIN.
TYPICAL BEARING WALL 0 STEP (a) SHEARWALL C�
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
ES2WWW_ 23-1 ELEV. VARIESAlf\
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �3
SCALE: 3/4"=V-0"
"SHEAR WALL" - SCALE: 3/4"=V-0"
SCALE: 3/4"=V-0" �3
5/8" OR 1/2" HIGH ALUMINUM DRIP
STRENGTH CEILING EDGE
BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
r ,0\
GYP. TYPE "X" @ GARAGE
�2-
"
W/A HABITABLE ROOM 1 N. 0. 2x SUB FASCIA
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
Ir
ABOVE) W/DRYWALL EE STRUCTURAL
NAILED W/ 8d COMMON NAILS @ 4" O/C
SCREWS @ 7" O.C. OFFIT SHEET SS
S
2xS.P.F.STU S 16"O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
00
CEILING & 8" O.C. WALLS
2x STUD
LOADBEARINGOR
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
2x BLOCKING HORIZONTALLY@
8"x8"X16" KNOCK -OUT
INSULATION PER BLOCK W/ 1#5 CONT.
EXTERIOR WALL 8" C.M.U.
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
NOTE:
CHART ON FLOOR FILLED SOLID W/GROUT
1"x P.T. STUD
2x BLOCKING HORIZONTALLY@ APPLICATION
10-4- (R302.1 1)
SEE SECTION C/S3 FOR
PLAN
#5 VERT IN FILLED CELL
INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
10--0" (R302.1 1)
ADDITIONAL INFORMATION
1x2 P.T. HORIZONTAL
NAILER 8" C.M.U. TYPICAL
SEE CC/S3 OR 04
G/S3 FOR ANCHOR
LAYERS W/ TOTAL THICKNESS 7/8" OVER
"J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
1/2" GYP. WB (MIN.) @ GARAGE
SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
BOLTINFO. 5/81-411 "J" BOLTS BOLT
5/8-10 x 10" BOLT @ 24" O/C W/ 2"X 3/16" 3RD LAYER 1/8" THICK.
@ K.O. BLOCK
10d NAILS
STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR
(IF NO UP LIFT ON @ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
5/8"DIA * EXPANSION BOLT @24
2x P.T. PLATE
WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
x
20" MIN. LAP [24' MIN. LAP) x
#5 REINFORCING
3500#, MIN. TENSION 2600#)
SPACE ANCHOR
ARCHITECTURAL
SPACED EVENLY
w/ (10) 1 Od NAILS
2x P.T. PLATE
FIBERMESH WEEP SCREED INSTALLED
X _j
BAR
BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
END OF 2" x PLATE WWF OR FIBERMESH
..,,--------FINISH
1 x2 FIT WD FURRING @ 24" O.C.--/
TYP.
ASSUMED FINISHED
----------- GRADE
-1
6 PER MFR INSTRUCTIONS
E
C111
X
""-#3 OR #4 REINFORCING BAR W
0
:y= 40 x ::I
IS )< CL
#3 & #4 LAP SPLICE
t , , :�:,, 11 - , p
A
1/2" GYPSUM WALLBOARD ----'I
U.N.O. (1) #5 VERT. IN FILL
MONO OR STEMWALL
FINISH GRADE
Cn
- 6 V)
26' MIN. LAP [30- MIN. LAP] r
Is
I M; 9
CELLS (SEE
FOUNDATION PLAN
FOR LOCATIONS)
FOOTING MONO SHOWN 00
FOR CLARITY
"M''Efiff'"F I I Pitl
6 MIL VAPOR, ;0
x UJI
27 77 � - 1 11 W
U)
#5 REINFORCING BAR R 17/8"
t>
1x4 P.T. BASE NAILER
4"x4" INSPECTION
Z
:7-111 1 Fi
NOTE:
#5 LAP SPLICE
(2) #5 CONT.- Ji-
PORTAT
3 1/4" BASEBOARD EACH
TOR BEARING WALL Llrf�i rf,7. Lir.-I
COMP. SOIL. (COMPACTED TO
36" MIN. LAP (36" MIN. LAP]
ON 3" CHAIRS
(TYP.) 8.. V-4" 8-1
FILLED CELL TYPICAL
W/ UPLIFT ONLY T
95% MODIFIED PROCTOR ASTM
7% 10"
MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER W TO CUT BLOCK OR POUR
I 1��l I F�i I F F, I
---- --- El I :Z� I IEEI I 1=1
I [Ell 1_1 � I 1 11 1, 1 1=_1 I F, 1
D1557) -1
4-1 1-4,
..... .... .... ......
_�--#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE
MUNICIPALITY. CURB DUE TO SLOPE
__1 III Jill 1111111
TYPICAL INTERIOR BEARING
CONCRETE SLAB W/ 6X6 NOTE:EXTEND
OR
FRAME WALL TO C.M.U. WALL CONNECTION rD
TYPICAL EXTERIOR FRAME WALL FOOTING rE
REBAR DETAILS rF
WALL w/ UPLIFT rG
W1.4XW1.4 WWF
"FIBERMESH" DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10"
�, �3
SCALE: N.T.S.
SCALE: 3/4"=V-0"
SLAB INFORMATION.
SLAB INFORMATION.
2E
A 1, 002
6 x 6 W1.4 x W1.4
SEE PLAN
VARIE
11/2" RECESS FOR 6 x 6 W1.4 x W1.4
Cn
00
3 1/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
S.G.D. (U.N.O.) WWF OR FIBERMESH
6 MIL
min.) 4"---,
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
BARRIER
4 A 4 !6 GRADE
x
SEE PLAN FOR, AT 24" O.C. MAX, CONNECTION INFO
M=
COMP. SOIL. _n
00 r
& LAYOUT DESIGN
TOP OF B M "i
EA
(COMPACTED TO 95%
77L��l
-11 r-=71 I E. k 1) ffJ r-%F-DM
A
MODIFIED PROCTOR
S E NCLOSURE
(2) HTS20 FOR STRUCTURAL
ASTM D1557)
BEAM SIZE &
3" MIN. CLR.
CONNECTION INFO
A .4
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP. 11'4' (1 STORY) STD, 90 HOOK (SEE
U.N.O. 4" V-8" (2 STORY) DETAIL)
41
MIN.
f;7I 2x4 #2 SYP P.T. FRAMING w/
rL
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6 81-
TYPICAL WALL SECTION rA
TYPICAL THICKENED SLAB EDGE
z ATTACHED PER NAILING
FOR REINF. INFO.
0
OPTION #1
I
SCALE: 3/4" �3
SCALE: 3/4 "= 1
�3
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
1/2" GYP. BD.
P.T. 2x
COLUMN LOCATION SEE PLAN FOR STRUCTURAL
* _j
SLAB INFORMATION.
HOLD GYP. BD.
COLUMN SIZE AND BASE
�M
1/2" FROM SLAB
CONNECTION INFO.
SLAB STEP & RECESS S.G.D.
-011 CONT. BEAD SEALANT
CAI
SCALE: 3/4"=V-0"
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND - --i—
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
- _i__ -
EXPANSION JOINT BLOCK WALL BEYOND
.1901
<
A INTERIOR 2X STUDS @ 24" O.C. U.N.O.
4
:
SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS
COLUMN TO PORCH SILL AT 8"O.C.
AND
MASONRY WALL AND
PAD FOOTING
CONCRETE SLAB 14
O.H.D. RECESS
13" O.H.D. RE CESS
A A" GARAGE
ATTACHMENTS & 18/D1
PAVERS� It
-9!�t
I �i I
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM TRIM PER PLAN
8" MASONRY WALL
2
Cl)
CONCRETE NAILS W 11/2
W/ DRYWALL SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS
EMBEDMENT @ 12" 0,C.
TO FOUNDATION PAD
-
STEEL-\
4
PLATE TO CONCRETE ON FLOOR PLAN
SIZE VARIES PER PLAN
1= rITT"
0?
0?
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
TENSION 120#) CONCRETE SLAB
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
;0 Z
2 YM 7 7 �1 4
U
e
x W1.4 x W1.4 Q
SIZE AND REINFORCEMENT)
0 =115 11 1
-J I
ib
WWF OR FIBERMESH
BRIC K PAVERS SLAB PER
I I I I F9 I -=_1 I LU
La 0
LU CO z
or
0 =Fl
COMMUNITY SPECS
U 4
SEE AIS3 OR J/S6 r
SEE A/S3 OR J/S6 FF`
17 gi
6 MILI
FOO111-
FOR REINF. INFO. 3" MIN. CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIER
I 1 -11 = T BEYOND
T-,
PAD REINFORCEMEN
1'�" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1'4" (1 STC RY)
MIN. CLEARANCE
(SEE SCHEDULE)
1'[8" (2 STO
V-8" (2 STqRY)
4" 4"
SEE FOUNDATION
CONC. PAD INFO.
]3"
FOOTING WIDTH
0
SEE SCHEDULE
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG. rK_�
TAPERED COLUMN FRAMING rCD12�
PATIO COLUMN FTG. DETAIL rN"�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
SCALE: 3/4"=V-0" �3
SCALE: 314- V-0"
SCALE: N.T.S. 1\ �3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
11 �JL
C14
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11�0
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To the best of the Engineers knowledge, Information and bellef,
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 beill
Engineer's sfgnature and see].
in
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SCALE :
AS NOTED
SHEET NO.
S3
(MONO)
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3"DIA. TEE
SEE PLAN FOR HEADER—\/
//,SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
SCREW OFF CAP (3- DIA.)
'---2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
WALL IS 1 1/2" MAXIMUM
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
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
____(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/(1) 10d @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12 TYPICAL WALL SECTION
-,,,--SEE
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
_2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAI LS�,�
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
SIMPSON SP1 W/ (10) 1 Od
EDGES & 8" O/C FIELD
NAILS AT EACH STUD
2x P.T. PLATE z:
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONIC. FILLED CELL W/
STD. 90A 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
GENERALNOTES
SLOPEFORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\—ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
CL
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S.
� �4
1ST COURSE 2ND COURSE 3RD COURSE
REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
I
TYPICAL SECTION THRU WINDOW
MASONRYLAYOUT K�D
SCALE: N.T.S.
"4,) � �4
7 5/81, 8" 7 5/8" 8" 7 5/81, 8"
KNOCK -OUT
NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5
FOR CONCRETE PLACEMENT
MEN
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4"INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL--\
UJ
>
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.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR —TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
4
4
SCALE: N.T.S.
POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SPIS FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.) (�
SOLID AREAS ARE
STEELAND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOU TING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK I( �K
SCALE: N.T.S.
�4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9f
(2)
(3)
(2)
(2)
(1)LSTA30
9' -16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
-ROWS 12d NAILS STAGGERED
3
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
\--(2) 2x HEADER SEE PLAN
a INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
a EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
a OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
41
SIDE
2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE
BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S.
�4
GE
SIMPSON SIMPSON
SP2
SP4
2X STUDS @ 24- O.C.
5/8"x10""J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
SEE TYPICAL WALL SECTION
12 PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
I 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 BARRIEZ,"
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FBLOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
/ Uj
O/C FIELD
2x TOP PLATE-//
\f2-16d
2X4 FIT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
EB
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
'ENT
L
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
JUL
MAIN SPAN
2x P.T. PLATE EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOFTRUSS
STAGGERED FROM BOT.
SEE A/S3 FOR,
UPLIFT CONNECTOR
PLATE TO CONCRETE
REINF. INFO.
4T
8"X8"Xl 6" K. 0. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONIC. FILLED CELL-`
W/ STD. 90o HOOK IN K.O. BLOCK
-
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3- O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
��ICE �A
SP
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ Y�l 6d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST 13E
AT LEAST 4'-0" LONG. TYPICAL OVERSTUD
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
SIMPSON SP4
SP2
ki
INTO
TRANSOM
TRANSOM FRAMING FRAMING
2X P.T. SEE SECTION AA/Sl
PLATE AND BB/Sl FOR
f)) N,�
ADDITIONAL DETAILS
SIMPSON
RECESS
I r\VSP4
LINTEL
SIMPSON
Spi
SIMPSC
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/"'i
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
SCALE: N.T.S.
1\ �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8'
PDXIED A.T.R.
t & NUT
'OXIEDA.T.R.
t & NUT
DXIED A.T.R.
t & NUT
1
I
4
2X8 P.T. BOTTOM PrTE
\-5/8"x10J" BOLT@ 24" C.MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON SIMPSON SIMPSON C
SP4 SP2
SP4
"
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SP4
SIMPSON
SP4
4
I2X8 P.T. BOTTOM
PLAT I E
0- "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOF TRUSS ABOVE
/_ 2X BLOCKING
- (2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10"J-BOLTS
@ 2'-0" O.C.
-MASCINRY WALL
10d NAILS@ 4
10d NAILS @ 6" O.C.
STAGGERED A
STAGGERED
TRANSOM FRAMING
0
BEYOND.
- - - - - -
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
& 8" O/C FIELD 0 rE SHEATHING
I
1
��o
9 SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SPIS FOR 2X6 WALL, USE :—PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 w/ (12) 10d NAILS MASONRY--
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_�-5/8"X10"J-13OLTS@24"O.C.
o MAX. (MIN, (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY R
SCALE: N.T.S.
S4
(c_
----?
C14
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j4
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7075
1E
OF
r C
\ 4%
0 Fk
46'
J* C,
'S
'141111 141,106
I
To the best of the Engineer's knowledge, information and bell ef,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Enginear's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SHEET NO.
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91.
119
SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS) __:
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
6
(2)16d NAILS--\
SCHEDULE FOR SHEATHING DETAIL-7
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)
UNSUPPORTED,
IF >9" SEE 1 O/S5
BACKNAIL w/ (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAIL wl (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45'±
45'±
z
45*
SEE STRUCTURAL
NOTES AND NAILING
2A CROI
BRACE
SCHEDULE FOR
APPROX. tom
SHEATHING DETAIL
2A KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
A@4KIKER
&_O�O/C
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
BLOCKING
7/16" OSB SHEATHING
END
ATTACHED W/ 1 Od
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 10d NAILS @ 6" O.C.
EDGES AND 12" O.C. FIELD
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
MAX. 9"
BACKNAIL w/ (2) 16d NAILS
UNSUPPORTED, MAX, 9"
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 1 O/S5
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE -
2x4 CROSS BRACE APPROX, 8"
APPROX, 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
1" BRACE TO EXTEND
EACH JOINT w/ (3) 1 Od & (2) 1 Od
EACH JOINT w/ (3)
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
10d & (2) 10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLE TRUSS
I_lt2"
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR
,,--1/2" CDX PLYWOOD OR 7/16"
@ 48" OIC FOR THE
(2) 16d
��7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
A L)
ATTACHED w/ 10d 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 &
O,C. FIELD
BOTTOM ATTACHED
_X
(2) 16d NAILS
W/ (2) 16d TOENAILS
2x4 "T" ON TOP OF PANEL
.
.
2"A" P.T. SILL 48"0.0
2x BLOCKING BLOCKING, FASTEN WITH
2x4 "T" ON TOP OF PANEL BLOCKING NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ FOR
WEEPSCREED 1
FASTENWITH 10dx3" @4"O/C SPACED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C
INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (�) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
"
" "
"
"
"
MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 61-01' INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS 1 Odx3"
4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
7
1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24"
GABLE WEB
SECTION K' 2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
SEE STRUCTURAL—
CHORD BLOCKING
NOTES AND NAILING
x
INFORMATION
00
;o
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w
-WOODTRUSSES
00
ill
2
00
2"x4"CROSS BRACE
(2) 16d NAILS
APPROX. 8" FROM
-2x4 RAT RUN BRACING
1127"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
ATTACHEDW/2-16d
NAILS @ EA. END
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2X4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP, TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
B0170M ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION
(SPACE AS SHOWN FOR 3-PLY)
/
2x4 BLOCKING-,,,,, 2x47" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE "L" BRACING DETAI
SCALE: N.T.S.
x4 "T"BLOCKI
2A BLOCKING
48" O.C.
-_ /_ - 16d NAIL
1" BRACE ATTACHED
W
�4� i-
4L
W/ 10d NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
GABLE TRUSS
TRUSS VERTICAL
L 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d (2) 2"x8" 1" BRACE
'1
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP, SEC.) FASTENED WITH (3)
16d PER SIDE
SECTION SECTION
Ko 3 SCISSOR GABLE "T" BRACE r7
SCALE: N.T.S. SCALE: N.T.S.
AS PER HIB 91 SCALE: N.T.S. S5
MAX, 9"
UNSUPPORTED,
IF >9" SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
E GIES AND 12" O.C. FIELD
JACK TRUSS
SEE PLAN FOR
2X4 "T" ON TOP OF PANFI_
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
10dx3" @ 4" O/C
L 2x4 BLOCKING W/
(2) 12d TOENAILS
dl
NON — LOAD BEARING LOCATION rD
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
L
r8��
SECTION
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-101' 1\ �5
TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS
ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
1\
�5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL i
(2) 16d NA
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL ri
SCALE: N.T.S.
S5
12
6.9 MAX.
12"
�SH SCHEDULE
TTACHMENT
SYP BLK'G @ 16" O.C.
IxO.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON —DROP
GABLE END DETAIL
_1 �0
SCALE: N.T.S.
GABLE TRUSS
S5
"L" BRACE W/ 1 Od @ 4" O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
CONT, BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L- BRACE W1 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1 OKTA W/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 3/4"
TITEN TO CMU
EXT. WALL CONN. NON — LOAD
BEARING LOCATIO (UNEVEN CLG.)
E
SCALE: N.T.S.
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION. ��S5
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4' (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
01011- 31-011
31-010 - 61-011
6'-0" & GREATER
SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4'x3' SIDS SCREWS
TO PLATES (TYP.)
\—STUDS@ 16" O.C.
GABLE END BRACING DETAIL SCALE: 3/4!'=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCT RAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 W/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX,
Uj
CORNERJACK
LLJ
z
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX
20'-0" MAX
.'r BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
6,
L aq
l
11
1111"
151111111111111111
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
U.1
\-BRACING w/ (3) 1 Od x 3" AT GE:
EACH CONN. @ 24" O/C
-MOISTURE BARRIER
-BOND BEAM
-MASONRY WALL
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
ARCHITECTURAL FINISH
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
THAT MY BE REQUIRED
BOTTOM CHORD GABLE END BRACING
2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L
AS PER BCS1 SCALE: N.T.S.
SCISSOR TRUSS
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
WIND PEED SPE IFI ATION
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To the best of the Engineers knowledge, inform ation and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Rodda 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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SHEET NO.
S5
1 1
DOOR JAMB (REFER 1X4 /2" DRYWALL
DOOR JAMB (REFER 1x4
F1/2" DRYWALL
DOOR JAMB (REFER
TO PRODUCT
1x4
F 1/2" DRYWALL
F P.T
TO PRODUCT
TO PRODUCT
.
APPROVAL FOR CONN.
APPROVAL FOR CONN.
tl X4
APPROVAL FOR CONN.
Ig"!
x4
3-1/4" LONG X 3/16"0 9
1 x4 P.T.
FURRING
3/16"0 X 3" LONG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/2"
FURRING
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C. & 4"
2X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO 1 x8
P.T.
Im
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
Iva
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211
DETAIL
1x8 w/ (2) ROWS 8d NALS
3" DETAIL
1 x4 P.T. & 1 x8 P.T.
STAGGERED @ 12" O.C.
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
N -
APPROVAL FOR CONN.
1&x41Q"D1
1x4
1/2"DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
3 16"
2x8 P.T. w/ (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x3 -ON @ 16"
-1/2" TAPC
O.C. & 4" FROM EACH
1X4
TAPCON @ 16" O.C. &
L
END w/ MIN. 2" EDGE DIST.
Z FURRINI
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
L
L 2x P.T. AS REQ'D
MIN, 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2 DETA
2 1/4" DETAIL
STAGGERED@ 12"O.C.
1_11A11 r)1=T,&II
x
BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN.
EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45A 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
N POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
(4) 1 Od NAILS INTO 2 x 8
BACKSIDE TO FIT ARCH
CONNECT W/ 8d NAILS BRACE/ BLKG.
\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR--"-- ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 X 8
INTO ARCH BLKG. PER
INSTALLATION DETAILS A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
� �S
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW-----'
PER INSTALLATION DETAILS
ANCHOR INTO ARCH BLKG.
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. &BUCK
2'-0"
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (111/4" MIN.
EMBEDMENT INTO
/4" MAX
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
by
:::q*---2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
EQUAL
BTWN. OSB ARCH FACES W/ (4) 10d NAILS
THRU OSB INTO 2 x 8
ARCH DETAIL
rK
13-13 SCALE: N.T.S.
�S
T-O"
SECTION
A -A
81'
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
H W/ (3) 1 Od NAILS
FACE OF ARC
AT EA. END
\—PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
8-
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
- MAX. RAD.
EQUAL 4
MAX. 8"
PROPER INSTALLATION
FILL SOLID
BOTH CELLS
#5 REB
(TYP,)
STD. 90'
HOOK (I
Z'
Ml�
±,A
NOTCH WEB AT
FIRST 2 COLIPS[
805#FORlSTRAP
1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 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 4Y2" 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 SIMPSON
2X6 TO 2X4 H2.5A W/ (110)
8d NAILS
12
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
00,
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
I
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
• PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
.
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
SCALE: 3/4" V-101"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W W M AT PERIMETER
WHERE THIS CONDITION
(1) #5 BARS CONT. OCCURS
TOP WITH MIN. 3"
COVER 6-10"
LNN��a I * .
GRADE
4>
z
a
'�_�(2) #5 REBAR, MIN, 3"
16" MIN. COVER EA. WAY
7 Of
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-101"
L FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE
INSTALLTION
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
#5 REBAR (TYP)
3/4" PLYWOOD DECKING GLUED ><
Ix,
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4-
R
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
O.C.. 2 ROWS STAGGERED
90- HOOK
2x BAND JOIST W1 FACE NAIL 10d
(TYP.)
@ TOP & BTTM CHORD, AND (8)
YP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
IDL:71L
F
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
4%
BOTTOM OF BAND
44
"— NOTCMNE13 0 FIRST COURSE
SIMPSON HGAM10KTA @ 12" D.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
:7
INTO BAND JOIST & (4) 1/4"x2 3/4"
INTO K.O. BLOCK
rHE
TITEN
S
I M F-1
FILLED CELL INSTALLATION SCALE: N.T.S. H
SS
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
---
ALUM DRIP EDGE
BRG WALL TYPE
2x SUB FASCIA
PER PLAN
2x2 #2 P.T. MIN,
_7T
FASTENED PER NOTE
2 BELOW. L CONT VENTED OR SOLID SOFFIT
CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
w/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
- CMU w/ 3" LONG T-NAILS @ 24" O.C.
- WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
STRUCTURAL SOFFIT
SF01
CALE: 3/4" = V-0" FOR SOFFITS V-4" & GREATER
REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS
THAN V-4" MID BLOCKING NOT REQUIRED
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
.2)c
Li4
+
+
+
+
+
+
+
+
+
+
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 2'-6"
DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
(2) 10d NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
i
+
REQUIRED TO
+ SUPPORT SOFFIT
"L T VV'
4.
CENTER SOFFIT
PRECAST LINTEL
1% 11 %9'
SEE E EVATION
FOR OVER HANG
(MAX 4' 0")
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-0"
qF=F.RHFF:T n9 Ahin
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIEDw/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
:
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3:
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
SES
FILL 1 St 4 COUP
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 11/2"
'j I
CONTACT ENGINEER OF RECORD FOR
A
FURTHER INSTRUCTIONS.
'A
OVERHANA :'A
L .
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI'D.
11-011 51-011
SCALE: N.T.S.
I I INISH FLOQ I
1% 1 _$v %
>
t>
#5 BAR
10.
�L J.— CENTERED W/
IN TOP
t, KNOCKOUT/
CHAIR BLOCK
%
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
FILL
CLEAN t>
DIRT
P
�_STANDARD
t, 90' HOOK
#5 BAR IN
FILLED CELL
I V 19 v
REINF. PERLAN AND STEMWALL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"4" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5X6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
IN
(2) #5X6 CONC.
FILLED CELL
�4- SAW CUT
SECTION
`11 �, SCALE: N.T.S.
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
W
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NO:
21-4274
SCALE
AS NOTED.
SHEE-F NO.
SS
CROSS BRACING DETAIL (TYP.)
SCALE:NTS
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
w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED vv/ (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. DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
vvl I VU �'w I I I I A%jk_1%j TV L_Lj
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
- EACH S I DE W/ (3) 12d NAILS
WHEN REQUIRED W/ (2)
SIMPSON HTS20 W/ (24) 10d x
1 1/2" NAILS EACH
TB
PRE
-ENG.TRUSS
t
2X4 BLOCKING I
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP,
DIRECTION TYP.
-----/—WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
:33
ROOF
SEE SHEATHING
PLAN
N
2X4 BLOCKING
BETWEEN TRUSSES
SECT, A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
37A
IN
HIP
G.T
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
1
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING 3
SCALE:NTS
r3
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SIMPSON LSTA18
wl (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
')IMPSON HUC410 w/
6d INTO HEADER &
Od INTO BEAM - SEE
tOOF PLAN FOR MOI
4FO
SEE FLOOR PLAN FOR
OR
(2) 2x8 #2 SYP wj
O.S.B. FLITCH P1
TOP @ TRUSS 8
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HLIC46 wl (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 wl (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM Cv RAISED ENTRY
MASONRY WALL
4
SCALE:NTS
kSEE PLAN 6
1 FOR CANT.1
COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULEIPLAN
SE
7/16" OSB FLITCH PLATE SEE F
OOR PLA F:
j
IZE & NBASE
REQ'D ONLY WHEN COLUMN S
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS18 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
DDIT
(-'k 1AI IKICn
(WOOC
C
SCALE: 3/4"=V-0"
A
A F
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
MIDDLE
BM. SPLICE OVER
CENTER OF POST
EXTERIOR
ATTACHED�i
SCHEDULEI
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @ ENTRY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD -TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE
LUS26-2 W/ (8) 16d NAILS TO
v
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
2X10 #2 SYP CONT. LEDGER W/ (3)
VERIFY WITH PLAN FOR
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF
SCALE:NTS
VARIES A,4= 2x STUDS @ 16" O.C.
ROOF SHEATHING SEE 1/S5 FOR W/ SIMPSON SP1 W/ (10) 1 Od
SEE PLAN FOR
ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON
8d NAILS AT VALLEY TRUSS
NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP
2x4 #2 SPF BRACING @ 4" O.C. INFO.
EXTERIOR SHEATHING INFO.
16" O.C. W/ (4) 12d 4A COMMON TRUSSES. ATTACHED PER -------- ------ - ---------- 2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP TO TRUSS W/ (2) 12d TOENAILS
SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE
PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES
STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL
ATTACHED PER NAILING
BOTTOM CHORD GABL�_ LOW ROOF/WALL< STUD)
PLATE MORE INFO.
SCHEDULE SHEATHING ATTACHED
i
s::z PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
4VARIES SEE PLAN
///--2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/
VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD
ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x
(22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING
SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C.
WOOD WALL TRUSS/ FRAMING
OR TRUSS. '---2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS
TYP TOP & BOTTOM
SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER
BELOW @ 16" O.C.
NAILS EACH SHEATHING ATTACHED
STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON
(3) 12d TOENAILS TO PLYWOOD
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING
TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TOP OF WALL OR BEAM \A/
MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYST: FLOOR GIRDER �<
TO GABLE TRUSS
W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A LOW ROOF TRUSS W/_// (2) 2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END
SHEAR TRANSFER SECTION FLOOR CONNECTIONS TO G.T.
Gv
SECTION AT HIP GABLE
EXTERIOR. WALL �7 SECTION @ ENTRY CONNECTION K*�22 SECTION @ BUMP OUT('39
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS
DETAILS & SECTIONS
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9 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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JOB
NO:
21-4274
SCALE
AS NOTED
SHEET NO.
D1
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
WINDOW BUCK TO
OUTSIDE EDGE OF
.0 MASONRY
WINDOW BUCK
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
_WINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
ED SEA NT
REQUIREMENTS
BEAD BRIDGING
DGING
CLADDING AND WINDOW
N�I
G AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
W" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 0602 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1 . Cut, fold up & temporarily secure %
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
WEATHER
�E BARRIER &
AR
L
E
URE
V
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
OVER RIM JOISTANDUP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOK
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
OHCJ'l I 11INI,
'N
UP JAMB 6". USE LIQUID NAIL BRAND
I
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING:
NAILING FLANGE
1
Q
2 SEAL TOPS OF JOISTS
DO NOT FLASH OVER UNDER DECKING
BOTTOM NAILING 8 (SEE DETAIL WPO-7)
FLANGE
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as # in each detail that corresponds to the
numbered items in the list oqRrstructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH-
17DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
E
AIM
SELF-ADHEF
(D
1'4" PER PLAN
V-0" PER PLAN
SHOWER SEAT
4
N4
4
4
4
SELF -ADHERED FLASHING
OUTSIDE CORNER
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DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS
SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
3/4"-l" BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4.
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 water
NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
PROOF CAULKING CEMT. FIN.
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 other
SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontall
,
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 manufacturees 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
RIM JOIST
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
Vi R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
71 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
A V__ individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
EMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
Inc 11 M_ substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED, AASPHAALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE
FLASH:NG JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING
FLASH NG, SEE SELF -ADHERED FLASHING
FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
(SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
ED FLASHING, (BEFORE FOLDING, SCORE
SELF ADHER 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" ASSHOWN) -applied membranes used as
VERTICALLY FROM ADHESIVE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid
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 are
4
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
7
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
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.
7.7.At built-in outters.
iater Resistant Barrier
:LF-ADHERED FLASHING
kTCH
HERED FLASHING
1
2
4
5
4
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DIP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
RRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
PLASTER STOP
NATURAL SHRINKAGE.
DO NOT SEAL.
CONTINUOUS BA?_CKER
ROD & SEALANT DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTILEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER WRB)
BOND BREAK WEATHER RESISTANT BARRIER -
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGLASS LNN-\�\-N 1
STRUCTURAL FRAMING
__r
STRUCTURAL SHEATHING
Ng
%___-STRIPOFSAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
STOP
A
OUS BACKER ROD
JT
TIOUS FINISH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
-A
C4
(=0
C4
C%4
ce).
C:)
To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is onty for
the structural engineering portions of the drawirvg pages bearing
Engineer's signature and seal.
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See Anchor Schedule
Bolts
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A A/C UNt katom Edge
/C U.'
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urricane Strap
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(Typi�ca 1: 3 in front)
M
Front Cross Support
tty :SS
(May be cut to W)
Left Bracket 0 6 Ga u0e) 4 14 Se"rilling Screws Thru Brackets
Back Cross Support Into A/C Unit Bottom Side
(Typical: 3 each side for hurricane use)
4 1 1
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Nuts
Sipsedl, auxulllanuall ustaltualwass - prossaW wuh 6 HAraxi A. Ek,-
=nobw *vw6w. Visa term
6a woo
Back Cross Support
'(May be cut to W)
R10t Biracket (10 Gauge)
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Building Codes and Standards 10211211
Product Approval Applicartion Dealt
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1 213, /2020
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MIA
Flaride Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Dealt
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Builcling Codes and Standards
Product Approval Application Deliall
page 1 V 3
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lab or
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slansuflectuns,
cIft.2 IOW� valdmd By
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R.,itsion 2020
Thbirrhis-TruCcrixerillon
Sam J090ow L)sldon F. Octunkt. P. 1. Ryon J. 10119, P.E.
Olrr231`20213 07/1 Z0120
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I0113M20
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calegarr. Extenor 0-
(600) 141-7624 PE43400 l$13,787-8556
11.1cCal.gi. Sionnghl; GAtenor Doxx A-m"..
Sisescariefirrithermadilea
complatince Method! lavel.-Unn A -Pod Wn A
Fil Reasoned Archaact or . Li- sed Flords,
SAMMIMLENSM
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And
HM-61 84,1103as $quot lmpectlquot� Opaque 124111fMI
No
Y.
yes,
WA
Composite Edge Fbel tittles, Door
X configuration)
2
b Th-e-T, Atc-Clacelimul Selocan-fluor
N-Intil GlMoll Mu.0-P-ollquitt. OP.Q.. l2ellrml
No
Y.
Y.
WA
composite Edp Fictive!... !bgw Do. Mth
$wow$) 0110,11holloutaving XO OXor0XO
configurations)
3
c Thermi Flibes-Comic And Sunootti-SlIgr
N-Intil 86413975 &WIM-P.041quol. Opaque l2r3ifMI
No
Y.
yes
NfA
Composto Edge I'llbarl Double Ow was, W
without Slidell" thaearefOutivvIng XX or OXXO
carligurallmsi,
d lirlarl fter,cliersk and Surrooth-Slar
Non"I'lal 61141 &Quci*,IMD@ot&qucl. C" quo 12131/2021
No
Y.
Y"
NIA
composite Edge I'lliff0ess Shek Docar
(Inivrogloutswing, X 'onflipurabor)
Th-Tw Ab*,C).- And Strietch-Sithir
14-hal 811A36p LcF.a"".18,quel. C4.qu. 12131=1
N.
Y.
Y.
WA
Composite Edge Fice'des: !Inlre Door *in
Siciefte(s) onowling/Outsm g. XO OX or OX0
Configurations)
a
I Therme-Tru Fiber ", end 4mccAl
Nomilrel SM9 0 We
1251rZ0211
No
Y.
Y.
MIA
composite Edge Fbarplase Double Door eilh or
without SidW" (herwinofOutraing )M a OXXO
ocinlig-ban.)
7
g Therme-Tru Flic-Oassic and Smomth-Ser
iscour.1 tMU04:$ Gionect
12e3i/2021
No
Y.
Y.
WA
composite Edge Filosirgistis single Door
I-ineoult.6% X canngurstorl
a
h Rb-0-1-d Sonctogh4kitr
Noill S&KI40 liquat'linotidaQuot; G4..d
12131=1
No
Y.
Y.
N/A
c-poste Edge Fltere.9::x,91a Door Wish
Socall-Wer-ingloutwol XO ox.oxo
cenflo-tion.)
I I'll,once.Tru Floti,CIRWC And Sirpoth-Sutf
Moster'.1 68,0!19�8 Lqct, I.pcUqut. Gated
Imino2i
No
Yes
yes
P41A
composite Edge Fiberglass Double Dw with or
VAlrowt Sidelines (litrwrieFOunrwhig. )0( W 000
configursucri
Oti&WA�#
Approved Ior Un
Apsonared far Uses
JI
Destan
1. ! _dS.
I. HYKZ
Outside
ARWA"
alim
12
ed h-Slar
Morrinal 88039:0 Squotiniptic0quN. Glatiel
12?3iM21
No
Y.
Y.
WA
composite lidg. Flosto ... Double Door b c,
�rlhcut NOW. (herwingrOut-li KK . OXXO
configurations)
Florida Department of BusIntess & professional Regulation
Building Codes and Standards
Product Approval Application Dealt
Per I xfl
I&W
February 12, 2021
PRODUCT APPROVAL SPECIFICATION SHEET(2021)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying fbr a
CategoryiSubcategory
Manufacturer
Product Description
Approval Numbe
F1
Test Pressure
Explit Date
1. EXTERIOR DOORS
IThermaTru
IFIber-Classic
IFL20461.1
A. SWINGING
and Smooth -Star (NON -IMPACT)
+67.01-67.0 psf
12/31/2021
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.01-67.0 psf
12/31/2021
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FI_20,470
f
+80.01-80.0 psi
12/31/2021
B. SLIDING
MI Windows and Doors
Series 420
FL1 5332. F Ll 5332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
FL251.9
4/14/2021
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248. 10
+30.0/-33.5
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL11537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FLI 7499.2
+60.01-60.0 psf
10/8/2023
PGT
Series 5500
FL239.2
N/A
7/30/2025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/16/2024
C. FIXED
MI Windows and Doors
Series 185
FL1 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
N/A
4/30/2025
D. MULLION
MI Windows and Doors
Series 5764
FL1 5353.2
N/A
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/26/2026
E. OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
FL13192.1 - FL13192.2
A. SIDING
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2021
C. OTHER
4. ROOFING PRODUCTS
A. AS P FLA LT S HINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tam ko
151b Felt Underlayment
FL12328
NIA
10/18/2021
C. ROOFING FASTENERS
NOTUSED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Flodda Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
FL1 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral TIle
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DIVIC 150SS, DIVIC 175S, DIVIC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. SHUTTERS
A . STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
12/31/2021
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
12/31/2021
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong-Tle
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
6/30/2021
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2021
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Untels
FL158.1
N/A
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
5/25/2024
The products listed below did not demonstrate product approwl at plan review. I understand that at the time of Inspection of these products, the fbilowing Information must be
available to the Inspector on the Jobsite; 1) copy of the product approval, 2)
CD
CA) -00
-0 >
Modds Department of Business & Professional Regulation rep" 1 .0 1 =3
Building Codes and Standards iflf"21 2
CL
Product Approval Application Delgell C:L 0 2
CU -0
amiry or no Plu Does Ian&roi -4Z
am xaw usmaliwa QMM mae""'I'M Y&WdmLlk mamm Awammo Alumna Sam cu -co
R.%w 2020 Thanne-Tru Cwb. at.. itapareon Lr,,.n F. StArldfl, P. r. Fryer, J King. P E 07r4=20 OTM2= 0?1294020 lol App-exil CD 0 "D
ces.e.y, exterse, ot,,AM (Not $43-7628 PE-43409 ($13)?V4565
&OC&Ogoty: Stedripong Exterior Ow Assemollat A11sperescortathermaxtru
Corlsoltence Method 11wiluxii ROM Amex a In _= CD
= 0 -2
Florida Regloleted Architect a Licensod Fixed. 0 = -0
Professional . anoor 0 LL
cia C:) ZZ, 4- CU
OtAtiltir Assurance agicrowillgruse fiscorovocl Sort Use Dom C13 0 >
awl Prighup; Model. Novel a Mmm 2.11111112 In KvKZ Outside Kyhr Raw" U) E 2
1 9. ThermsaTni Filler-Ovell and Smooth-ftr Nollinel 64111311:6 Itcluct,hapact$,lact Op&QU* 1203112021 Yet Y" y4s WA
composite Edge Fillergasts Sli Ow Cf)
2 b. Th.,mor-Tru Norrinal 041,011111:0, Opaque 1711392021 Y. Yea Yos WA
Corno.4h. Edge FlIanglaosSinato DW with J=_ CC nu CL
81dailei(a) (InewilloOnxtroing: XO. OX or OXO
mfigur.tims) 1_ -0 U)
3 Th.-Tu Ft-Utiso And S.-ti Mammal SAM;8 &qup:Irnpaot&qi Opaque 125112M Y. Y. Y. wok
Composits, Edge FIllarriplass Double Door Nh .
.thout aftaillas II-AnwWwAne XX or QXX0
=rgurwiwo)
4 d. Th.-Tru Rbv�lesal. and atno*�ft, Norninsi 66MA tiolucclimpacticiuct Opaque 12ql/2021 Y. Y. Y. WA
Cornpolit. EQ. Rtigrgh- filrel. Ocerr
(lnumrofoutuwl�p X CMIOUMUM)
5 v. Thrm*Tru Ricer-Claosse *no &n*oVhftr Nominal 8&*M.,O SoxiclArroadlicst's Coed.. 12(31/2021 Yes Y" yell WA
Carnipcefte Edge FIbilroft" 01400 Doosirvith
fill"10(1? jiox4renuteeing; XO. OX c, OXO
calflo.'al
5 f Thermi Fiber-Owsoc and Smooth-Wr Iscritne 66039.10*0drArpaclAquat Opaque lW112021 Y" Y" Y. WA
Cornpoifte, Edge Flares" Dol DwwM or
Without 8datr XX or OXXO
conflourattessil
7 9� Th.M'&Tru Rb.r-OSOC and Simooth-Slar Ncr(dno 6111439:6 "oCn%xAct4AUQt Glaured 12/31/2021 yes Y" Yet MIA
composite, E00e FIllorgia" single DOW
(In"nol'oues, 'd; XAgimxopa�
a h. Thinfla-Tru Fiborassato arid Smooft,911sir Marine 08403p�,a &CAsockroactAkeluct. clarad 12JW2021 yes Y. Yet N/A
Composite Edge RlosralluaSingo Dool
sideRst.) (In"WhipMutrulnil X0. OX or OX0
configuration.)
9 1. Thwilims-Tnu Flib-Cl.to-d 8-0,8hir Mammal 68013B.'s &qjd;hwd&quc** Glow 12131/2021 Y. Y. Y- WA
C fo?t. Edge Roseate. DbW 000rr0th Or
_N tes 11maximanoutsono: XX or QXXO
=14wratim.)
10 1 Thenim-Tru Ilb-Cistro, and Strooth-Glar Nominal 861 olouxill 1213112021 Y. Yee Y. NIA
Conposiu. 64g. Fibstrighs" Mcgis, Dw
(ttomnvoumwlz: X migumi0fl)
11 A Therms-7m Fber-Clortic and Smooth-Stor National 41"W &qlot:inwa&<PJOL Owed 12131n021 Y. Yce Yet, WA
Cornposta EQ. I'lliellpi Siftao DOW With
81"llse(e) (InsaingOole'lls: XO. OX . OXO
12 1. rhemmit-Tru Flow-Clilssic .4d Dranth-Sw Nominal 409W) &WO.Instacit0uOt Olued 1=1=21 Y" Yet, Y. WA
Convoisre Edge Flbwgftss Double Discr with o,
wth out adextele (InaxoncrCultieftrel. M or QXKO
colfev,stional
13 m. Tho-lint Fibor-Cletelo and Sirnoot,41#r Nominal SAMA 4cpsol;Impectilcicit Opaque, 12MI12021 Y. yes Y. WA
C-low a Hope Fill". sirtgas Do. urth
(IninsinsrOlutswillil )K,OX a OXO Configurations)
14 Th-Tru Filb.1-1,10o and! Nomura 11411131 &q.-tAhoaddevu-it opaque 1213112021 Y. Yet, Y. WA
Cerrocafte 64ge lifliarglear, Doubib Door "n"
&qucd:N0h-Impsot4quot Sidosw OrsemnWOulsoolng:
OXXO coofturation)
15 Tho-Tni F41:6114ai and &nccM-ft, Nominsi U*30;0 Opaque 17J311:21121 Y" Yet, Yas WA
Comp,efto Edge I'lli.gleasSi-glir D- -kh
&quo:NanrF;xsct". Sidoll'sm
(hoomolout-win; XO. OX a OW "Siguradoxist)
is p. Th.-Tru Fib-Clonsi. and smoult.Stel Norrinal 6601210:0 11,cauctArnse"bouct; opq.. 12031=21 Y. Yea Y. WA
Correction. Edo. Fibergirt. be,
0,qual;Nor,implux'Squist Sidelkes, InveligiOulaxiing:
Oxxo.cinfigunition)
is q. Therni rilbar.Closiol ino &nooM.War N-m-1 . All SquotAlon-Impactiouct; Opaque 1213112021 Y. Y_ No, MIA
coinpAin. ev. FIts". single 0-
Xvionlostrallon)
is r. Therma-Tr. Floor-'lawli-rid S.-th-Do, Alarninal 1213112021 Y. Yes No, WA
comp.aft. Who. FlIcargloso single Door In
sidegIN(it) JAAAngOutxAWXO.OXtxOXO
configurations)
is I rh4nowl Fbar-0115dictuld SMOM�SWr 1201/2021 Yet, yea No WA
Compoints, I Fibixglass Doble, Dew fill -
withoulsidlikol 0n@aIftW0UWAng:)O(orOXXO
conlourritional
20 1. TattDrAl F10-0141SVIC end Smooth-ster Mantras H*30,11) ScarclMorimpsioNqual; Opaque 17J3112021 Vas Y. No WA
compete. ". ftergaire anol. ow
t1re,einarOurt-Ing; X c.igug.�
21 U. lli-Tro Abar,3111,110 and aMoub�SWr Nominal a&*M.O Opaque 12Mi/2021 Y. Y. No WA
Complete Esp. Fit"" single Docti
Stlelfts) (trnminpOLASung; XO. OX q, OXO
conflouritions)
22 v. Thormet-Tru Filloor-Clossic and Sniopffi-Star Nominal awn"o aquot:=60t8quot: Opaque 120V2021 yes Y" No WA
Composite Edge RtargAM ble Door with, or
eah &A 5"lles tinvoingrOurri XX or OXXO
conflipurat".)
23 vr, Therm-Tiv Il iber-Cantril, ..,I Sencatti-91.1 Nominal 49430 -.8 &quxx:NorImpaot& quct: Glaoid 1213112024 Yes, Yes No WA
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FL#2385-
MW Product Model, Number or Name Product Description
I Tilton Stainless Stool Concrete & Masonry Screw (TTN-SS) 1/4" diameter Tran stainless steel masonry screw
F1.05119-fitill
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Product Made], Number or Name
Product Descriliftlan
I
SDI 01 12DBB
Outdoor Accents Connector Screw
2
SD9112, SDO212, S010112. SDIO212
Strong-DFIve SO Connector Screw
3
SDgl 12SS. SD9212SS
Strongi-Drive SO Connector SS Screw
4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber-CF Screw
SDCF221134, SDCF221334, SDCF27108, SDCF272358
5
SDCP22434, SDCP22512, SE)CP22614. SDCP22700, SDCP22858, SDCPZ2912,
Sirong-Dirver SDCP Timber-CP Screw
SDCP221100, SOCP221134, SDCP2714OU
6
SDHR27400, SOHR27614, SOHR31400, SOHR31614
Strong -Drive SDHR Combo-Harld Screw
7
BDS25112j SDS25134, SDS25200, SOS25212, SDS25300, SOS25312, SDS25412.
Strong -Drive SW Heavy -Duty Connector Screw
SUS25500, SDS25800, SDS2WOO
8
SDS2511288, SOS2620OSS, S0625212SS, SDS2530OSS. SD625312SS
Strong-Didire SOS Heavy -Duty Connector SS Screw
9
SDWF2718, SDWF272C, SDWF2724, SDWF2726, SDWF2730
SVoing-Drive SDWF F loor-to-Floor Screw
FIL0100074111111
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Product Model, Num ber or Name
Product Dewdoilon
I
ATR3/8, ATR11Z ATR518, ATR3/4
Threaded Rods
2
ATUD5, ATUD&2, ATUD9, ATUMZ ATUD9-3. ATUO14, ATUD14-2
Aluminum Take -Up Device
3
BP318-2, BPI/2. BP112-3, BPS/8-2. BPS/8-3. EIP3f4, BP3/4-3, BPRTUD3-4
Sealing Plate%
4
CNW318, CNWIt2, CNW5/8, CNW314, CNW!iffl-1/2, CNW3/4-VO
CouplerNuts
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CTUD55. CTUDO5, CTUDW. CTUD75, CTUD70, CTUD77, CTUD87, CTUD88, CTUD97.
Coupling Take -Up Devi*@
CTUD98. CTUDQQ
6
N3. N4, N5. NO
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7
RTUD3. RTUD38, RTUD4, RTUD413, RTUD5. RTUDB, RTUD7, RTUDS
Raftheting Take -Up Device
8
TUD9, TUD10
TskeUp Device
9
TUW3B
Take -Up Washer
10
URSS
318" Uplift Rod Run Tedown System
I I
URS4
1/2" Uplift Rod Run Tledown System
12
URS5
518" Uplift Rod Run Tiodown System
13
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314" Uplift Rod Run Tiodpwri System
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Product Description
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Hold-down
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Hold-down
5
HPA28, HPA35
Strap-stylis purlin anchor
8
LSTHDS, LSTHD8RJ
Strap -style hold-down
7
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Foundation anchor strap
8
MPA132, MPAI"
Strapstyle purlin anchor
9
PA18, PA23, PA28. PA35, PA51, PASS
Stralp-ortyle purlin anchor
10
PAI18, PAI23, PA128. PAI35
Sirsip-style purlin anchor
11
STHDl 0, STHDI ORJ
Strap -style hold -clown
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Strap-stide hold-down
Simpson Strong -Tie 2020 F13C Approved Products Updated 12130=0
For drool Inks to all SST aloprovals Isled below, CLICK HERE
For additional inlon abon regarding Florridas Statewide product Approval System and Marni-Dado County NoWe of Acceptance (N
21
US series hangers
Top flange hangers available in width of I -9/le" and heights
ranging from 6,V8" to 115-1/8".
22
LBAZ series hangers
Top filings hangers available in width of 1 -9/16`1 and heights
ranging from 9-3ill&'to
23
LEC3, LEGS, LEGT series hangers
Top flange hangers available in width* ranging from 3-1/4" to 0-
7/8" and heights ranging from P` to 33-1 t2'
24
MEG5, ME07 series hangers
Top filings hangers available in widthis ranging from 5-114" to 6-
7/8" and heights ranging from 9" to 32-1 tZ'.
25
MIT series hangers
Top flange hangars available in widths ranging from 1 -911W'to 5-
1/8" and heights ranging from 9-1 IW'tai 24"�
20
PF, PFB, PFDB, PFDSB sales hangers
Top flange hangers available in width of 1 .2116" and heights
ranging from 3_V8" to 7.116'.
27
FIR
Ridge rafter connector
2S
WP sew" hangers
Top tiangs hangers available in width$ ranging from 1 al e" to 7.
liT' and heights ranging 9-1141 to 32".
FLOIOBG(L-RB
Mml Product Model, Number or Name
I AGA44, AaA"R, ASA46, ABA46R ASA86, ABAOSR
2 ABU44, ABU44R, ASU46, ASU46R. ASU5.6. ABUM, ABU65, ASU66, ABU66R, ABU88,
ABU88R, ABUIOIO, ASU101OR: ASU1212, ASU1212R
3 ASW44Z. ABW44RZ, ABW46Z. ABW48RZ, ABWWZ. ABW86RZ, ASW7-7
4 AC4, AC4R, ACE4, ACO. ACeR, ACE8
5 BC4, BC46, BC4R, BCD, BC5R, BC8, BCS2-214, BC52-M
6 C844, CS46, CW, CBO8, CROS
7 CSSQ44-SDS2, CBS048-SDS2. CBSQeG-SDS2, CBSQ88-SDS2, CBSa88-SDS2
8 CC. 5CC, ECCU Series
0 CCQ-SDS2.5, FCCO-SDS2, 5 Series
10 CPT44Z, CPTOeZ, CPT8aZ
11 EPB44A. EPS", EPB46, EPBse
12 EPS4Z
13 LCB44. LCSN
14 LPC4Z, LPCOZ
15 MPB44Z, MPBW, MPB88Z
10 PS44, PS44R, PW, PBW, PB68R
1 T PBS"A, PBSQ. PIBSOe
is PSVe,PBVlO
19 PC44-16, PC48-15, PC48-18 PC64-16, PC88_16. EPC44-18, EPC46-18, EPC48-118,
EP064-16; EPC88.18
20 PC4Z PCAIRZ, PCOZ, PCORZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC8Z, EPCORZ, EPCaZ,
EPC8RZ
21 PPB44-4Z, PPB44-CZ
22 RPSZ
FLNIONS-R8
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1 FJA, FSA
2 FRFP
3 GH464 GH46-8, GH484 GH48-8, GH410-6. GH41U. GH86-0. GHW8, GH08-6, GHOS-
8, GH61 0-6, GH61 M
4 CLBSA, GLB513, GLB5C. GLB60. G1_B7A, GLBIB, GLS7C, GLB7D
5 GLBT512, OBLTS12, GLBT518. GBLT818, GLBT520, OBLTS20
6 HGLBA, HOLBS, HGLBC, HGLBD
7 HGT-2. HGT-3, HOT-4
8 UFP10-SIDS3
9 URFP
Product Dncd2=
Adjustable Post Base
Adjustable Post Base
Adjustable Post Base
Post Cap
Postcap
Embedded Column Bass
Embedded Column Bass
Schad column caps with WI ranging from 3.114" to 9.110' and
W2 ranging from 3-W8" to 7-IJ2"
Screwed column caps with WI ranging from 3-1/4" to 9.1/Z'and
W2 ranging from 3-5/8" to 7-1J2"
Concealed Post Tie Base
Embedded Post Bass
Embedded Post Base
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Post Base
Embedded Pod Base
Round Post Bass
Post Cap
Postcop
Post Base
Retnift Post Be"
Product Doiscriction
Foundation Anchor
Flat Retrofit Foundation Plate
Girder Hanger
Glulam Bearing Plate
Glulam Bearing Plate
Heavy Glularn Bearing Plate
Heavy Girder Tiedown
Universal Foundation Plate
Universal Retrofit Foundation Plate
Simpson Strong -Tie 2020 FBC Approved Products
0MFor direct IMM to 611 GOT approve]$ listed belM.
For additional Into,. stion fogardIng Florida's Statewide product Approval System arn d MamI4Oxdo County
Updated IZ150M20
Notice of Acceptance (NOA). FAW0 tica
FL#tO44&RS
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Product Model. Number or Name
Product Description
I
A21, A23, A33, AX A36, A44
Angler.
2
APA21, APA4, APAIS, APVA21, APVA4, APVA8
Outdoor Accents Angles
3
API344, APS44R, APVBOO, AP886R, APB88, APSUR, AP51OIO, APB101OR, APVB44,
Outdoor Accents Post Bases
APVEA4R, APVBW, APVS66R, APVB88, APV888R, APVBlOiO, APV8101 OR
4
APDJT2A, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6,
Outdoor Accents Dock Jost Ties
APVDJT2R-8
6
APHH46, APHH40R, APHH610, APHHeI OR
Outdoor Accents Heavy Hanger
8
APL4, APL8, APT4, APT$, APVL4, APVL6, APVT4, APVTS
Outdoor Accents L and T Scam-to-Colurrin Ties
7
APLH24, APLH24R, APLH20. APLH26K APLH210. APLH21 OR
Outdoor Acconts Light Hangers
8
SVLZ
Stick Veneer Ledger Connector
9
CBT2Z CBT4Z
Concealed Beam Ties
10
CJT3Z. CJT4Z, CJT5Z, CJT8Z
Concealed Joist Ties
11
DJT14
Dock Joist Tle
12
IDS
Dry Wall Stop
13
FC4. FCO
FromingClips
14
FWANZ
Foundation Wall Anglo;
15
GAII GA2
Cusset Angles
16
142A, H2,5T, He HlOA-2, Hl 08, H14, HGAIO
HurricitniaTies
17
HCJTZ
Heavy Concealed Joist Tie
18
HH4, HH6
Header Hangers
19
XBS1Z
Kne&Brace Stabilizer
2D
1.30,1_50.1-70,1.90
Angles
21
LCE4
Post Cap
22
LS3O,LS5O,LS70,LSQO
Skowelple Angles
23
LSCZ
Adjustable Stair Stringer Connector
24
LSSJ2SLZ, LSSJ20RZ, LSSJ28LZ, LSSJ2BRZ, LSSJ21OLZ, LSSJ21 ORZ
Field Adjustable Jack Hangar
25
LSSRI.81, LSSR2.1, LSSR2.37. LSSR2.58. LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
28
LTP4,LTP5
Tie Plates
27
ML23Z, M11_24Z, ML2eZ, ML28Z, ML21OZ
Angles
2S
MMHO
Root Tie -Down
29
MMHC
HNotil Root Connector
30
MMLU26, MMLIU26-2, MMLU28, MMLIU28-2, MIMLU210, MMLU121111, MIMLUI39, MMLU1311
Face -Mount Hangers
31
RBC.RBCP
Roof Boundary Clips
32
RST-3
Roollfia-Down
33
IRTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Contractors
34
STC STCT,DTC,HTC4
TrussClips
35
TJC37. TJC57
Truss Jack Clips
38
Z2, Z4, Z44
Panel Stiffener Clips
17I.W0447415
Saill # Product Model, Number or Name
I AHEP
2 DSC2R-SDS3, DS02L.SDS3, DSCSR-SDS3, OSCSL.SDS3
3 GBC
4 HCPI.81, HCP2, HCP4
5 HHRC2-2. HHRC42. HHRC42-2. HHRC4/1 81. HHRC44, HHRCS.2513.25. HHRC5,37/3.12,
HHRC80
8 HRC1.81, HRC22
7 LRU26. LRU28, LRU21 0, LRU212
8 LSU28, LSSU28, LSSU210
9 TBE4. TBE6
10 TC24. TC26. TC28
11 THA29, THA213, THA21 8, THA21$-2. THA222-2, THA413, THA41 8, THAC418, THA422,
THAC422, THA426: THA422-2, THA426-2
12 THAI 1.8lr22, THAJ2.05M, THAl2. 1122, THA1222, THA1322, THA13522, THA1422
13 THAL422. THAR422
14 THJA26, LTHJA26, LTHMA
15 THJM2.4-SDS3, THJM2."DS3, THJU28, THJLJ28-W
10 TSSR2-24
17 VPA2, VPA25, VPA3, VPA35, VPA4
15 VTCR
Simpson Strong -Tie 2020 F13C Approved Products Updated 12/3012020
For chroin Inks to all SST appirovals listed below, CLIC K HER
For additional intorni regarding Floilde's Statewide Prodluct Approval System moo Mw"4)ade County Notice of Accoptancs A). gWr$tS KED
FILMI 046&R5
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Product Model, Rum bar or Name
Product Description
1
BT,BTB.BTH
BriokT"
2
CMSTI 2, CMSTl 4, CMSTC1 0
Coiled Straps
3
C814, CS16. CS18. CS20. C822
Coiled Strips
4
CSHP18, CGHP20
Coiled Straps
6
CTS218
Comprossionfronston Strap
a
DSP, SSP, TSP
Stud to Plate be
7
H1, H110A, H2.6A, H3, He, H7Z, Hle, 1-11165. H18-2, H18-2S
HurricanoTies.
8
HGT-2, HGT-3, HGT_4
Heavy Girder Tiedown
9
H624
Hurricane Tie
10
HSS2-SDS1 5. HSS2-2-SDS3, HSS2-3.SDS3. HSS4.SDS3
Heavy Stud Shoo
11
HST2 HST3, HST5. HST8
Straight Straps
12
HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C
Heavy Twist Strap
13
HTSQ18KTZ,HTS020KTZ
Heavy Twat Strap
14
UFTA
Light Floor Tie Anchor
15
LSTA9, LSTA12; LSTA16, LSTA18, LSTA211, LSTA24, LSTA30, LSTA38
Straight Straps
16
LSTI49, LST173
Straight Straps
17
ILTS20, LTEWO
Bridging
18
LTS12, LTS16, LTS18. ILTS20
Light Twist Strap
11?
MOT
Medium Girder Tiodown
20
MST27, MST37, MST48, MST60, MST72
Straight Straps
21
MSTAQ, MSTA12, MSTA16, IMSTA18, MSTA21, MSTA24, IvISTA30, MSTA38: MSTA49
Straight Straps
22
MSTC28, MSTM, IMSTC52, MSTC86. MSTC78
Straight Straps
23
MSTC4803, MSTC68B3
Pre -Sant Straps
24
MSTI20, MSTI36, MST148, MSTISO, MST172
Straight Straps
25
MTS12, MTS16, MrS18, MTS20, MTS24C, MTS30, MTS30C
Medium Twist Strap
20
NCA2xlO-12, NCAZ(12-12, NCA24-10, NCA200-16, NCA2xl2-16
Bridging
27
RCWal2, RCW814
Wall Bracing
28
RPSlS, RPS22, RPS28
Repair Plate Strap
29
RSP4
Stud to Plate Connector
30
SPI i SP2, SP4. SPO, SPO
Stud Plater Tie
31
SPH4, SPHe, SPH8
Heavy Stud Plate Tie
32
W.5, SS2.5, SS3. SS4.5
Stud Shoo
33
STO, ST12, ST18. ST22, ST292, ST2122, ST2115 ST2215, ST8215, STS224. ST823e
Straight Straps
34
T820. TB27, TB30 TB38� TB42, TB48. TB54, TB66 T960
Tension Bridging
35
TWBIO. TWB12, TVV814
Wall Bracing
38
VGT,VGTR,VGTL
Variable Pitch Gilder Tiodowr
37
WBI 08, W61 OOC, WSI 28, WSJ 20C, WB143C
Wall Bracing
9=
Adam
Product Description
1
C13H2.37x5.5, OBH2.37x7.83. CBH2.37xg.75
Adjustable HIp-End Connector
2
DU, DHU, DHUTF series hangers
Drag Strut Connectors
Cable Brace Connector
Hip Corneir Plow
3
HGU3.63.SDS, HGU5.25.SDa HGU5.50-SOS, HGU5.02-SUS, I-IGU7.00-SIDS, HGU7.25-
Heavy Hip to Ridge Connectors
SDS, HGUO.00-SD6
4
HGUS series hangers
Hip Ridge Connector
Rafter Hanger
5
HHGU5.25.SDS. HHGU5,50.SDS, HHGU5.62.SDS, HHGU7 00-SIDS, HHGU7.25.SDS,
Light Slopeable/Skswable U Hanger
HHGUO.00-SUS
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS00, HHUS5.5(VlO,
Truss Clip
HHUST25J10
Adjustable Trusts Hanger
7
HSUR, HSUL, HSURG, HSULC series hangers
Adjustable Truss Hanger Sized for Woorts
Skewed Trusts Hanger
Multiple Tirwes, Hangers
8
HTU2e. HTU28. HTU210. HTU26-2, HTU28-2, HTU210-2
Multiple Truss Hangers
9
HU, HUC series hangers
Truss Spacer -Restraint
Variable Pitch Connectors
Valley Truss Clip
10
HUCClr8Iffi-SDS. HU001 81/11-SOS, HUCO210-2-SOS, HUCO210-3-SOS, HUC03110-
BIDS, HUC0410.SDS, HUC0412-SDS, HUCQ5 2SA-SDS. HUC-05.25111-SDS, HUCQ810-
SDS, HUOQel2-SDS
SM= Simpson Strong -Tie 2020 FBC Approved Products
Updated 1=10MO
�� For dired Inks to all M approvals Ned below, CLICK HER
--------
I For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (11,10A). fiW&6AW.
FLVI 14WR5
,-cMl
Produat Model. NuMber or Narnis
Product Description
I
HHUS210-3, HHUS210-4
Joist Hanger
2
HRSe. HRS8, HRS12
Strap Ties
3
HUCQ210-2-SDS, HUCO210.3.SDS, HUC0310-SOS
Joist Hanger
4
THGB2, TH083, THGBH2, THGSH3, THGBH4
Juirt Hanger
5
THG02-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGOH3-SO84.5, THGCH4-SDSS
Joist Hanger
6
THGW3-3, THOW21-4, THGW4-3, THGW4-4
Joist Hanger
FL*1111473-1115
lng
Product Modal, Number or Name
Product Description
1
DETAL20
Double Embedded Truss Anchor
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
3
HIS, HISS, H18-2 Hl8-2S
HUFricaneTie
4
HETA112. HETA16, HErA20, HETA24. HETA40
Embedded Truss Anchor
5
HETAL12, HETAL18, HETAL20
Embedded Truss Anchor
6
HGAMIO, HMO
Masonry retrofit connectors;
I
HHETA16, HHETA20 HHETA24. HHETA40
Heavy Embedded Truss Anchor
8
LGT2. LGT3.SDS2,5, LGT4-SDS3
Girder Tiedowri
9
ILTA2
Lateral Truss Anchor
10
METAIZ META16, META118, META20, META24, META40
Embedded Truss Anchor
11
MSTAM24, MSTAW8, MSTCM40, MSTCM80
Strap Tie for Masonry
12
MTSM16, IMITSM20, HTSM16, HTSM20
Twist Strap for Masonry
FLIM 1149111,R6
Aag
Product Model. Num ber or Name
Product Descriallon
1
DTT1 Z
Dock Tension Tie
2
H012, HDIO
Bolted Haklawns;
3
HD3B, HD513, H07B, HDgIB
Softed Holdowns
4
HTT4, HTT5, HTTS-3/4
Tension Ties
5
LTT19, LTT208, LTTIZI
Lig ht Tension Ties
FL*13628-R5
AMA Product Description
I SB&Sx24, SB?/8x24. SBIx3O S8 Anchor Bolls
2 SSTSIO, SSTB20, SSTS24, SSTB28, SSTB34, SSTB36, SST81 6L, SSTS20L, SSTB24L, SSTS Anchor Bob
SSTB28L
FIL11113872-114
8" X ProdUCt Model, NUMLAr or NOMO
1 CMST12. CMST14, CMSTCIO, C_S14, CS16. CSIS, CS20. GS22
2 HRS6: HRS8. HIRS12, FHA6, FHAQ, FHA112, FHA118, FHA24. FHA30, MSTI28, MST136,
MST148: MSTI80, MST172, S/MST27, SIMST37, SIMST48
3 HTS16,HTS20,HTS24,HTS28 HTS30,HTS30C
4 LSTA30, LSTA30, LST149, ILST173, IASTAO, MSTA12, MSTA15, MSTAIS, MSTA211, MSTA24
6 LSTAO, LSTA12, LSTAI6, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115. ST2215
6 LSUSH3.25, SUSH3.25, MSUSH3.25
7 LTP5
8 LTS12, LTS16, LTS18, LTS20
9 MSTASO, MSTA3e, STO215, ST6224, STO, STIZ STI8, ST22, MSTC28, MSTM MSTC52
10 MSTCS8, IMSTC78, ST8238
11 MTS12, MTSIS, MTS18, MTS20, MTS30, MTS24C, MTS30C
12 SMI, 56, S01.81, S182.00. 862,37, SW. 56, StB2.68. S1113.12, S1133,50, 81133.62, SIB4. 06,
&04.12. WB4.28, SfB4.75. 511315.50
13 SfEIA2.126, SIBA2,12JI 0, SA3A2.12JI 2. SBA2.12114, SIBA4.1 8/8, SIBA4.1 8/10.
SMA4.181`12. VBA4,18/14
14 S*11A
15 SMOSS. WHOM SA4DlOS. S`HDIOS. S(HD15S, SfHO158
18 SfHDU4, SIHDUS, S/HDUO, S(HDUI I
17 SIJCT. S/HJCT
Product Description
Coiled Straps
Steps 97 mil (12 go)
Heavy Twist Straps
Straps 43 mil (18 go)
Straps 33 mil (20 go)
Bridging Connector
Lateral Tle, Plate
Light Twist Straps
Straps 54 mil (16 go)
Steps 88 mil (14 go)
Medium Twist Straps
Top Flange Joist Hangers
Top Flange Joist Hangers
Hurricane Tie
Holdowns
Holdome
Joist Hangers
Product Description
Concealed hangers
Face -mount (OU, DHU) and tolb-flangs, (DHUTF) hangers
available in widths ranging from 1-9116'to 3-9118" and heights
ranging from 9-1/8" to 23.15118".
Face -mount hangar$
Face -mount hangers available in widths ranging from 111-5t8"to 7-
3/8" and heights ranging from 5-6116" to 12-7/8".
Face -mount hangers
Fammount hangers
Skowed face-murd hangers available in widths ranging from 3-
118" to SAW' and heights ranging from 4-31W'to 15-314".
Concealed flarge version (HSURC, HSULC) available for oil
double 2X and 4Xmodels; only acute flange Is concealed.
Face -mount hangers
Face -mount hangers available In widths ranging from 1-9119'to 7-
1/2" and heights ranging from 2.718"to 19-114"� Concealed flange
version (HUC) available for all models haying width equal to or
greater then 2-WI 6"�
Face -mount hangers
Simpson Strong -Tie 2020 F13C Approved Products Updated 12r-AGM20
For direct Inks to all SST approvals listed below, CLICK HERE
For additional informabon regarding Floriders Statewide Product Approval System and Marri-Dade County Notice ofAcceptance (NCA), &"am-
18
SUV1.66, SILSVI.al, SILBY2.06, StLBV2.37, S/LBV2.50, SA.BV2.e8, BILBV3,12,
Top Flange Joist Hangens
S/LBV3.58, SILBVS 62. SILSV4.06, SfLBV4,12. SrLBV4.28, S&BV4.76. SILBVS 60
19
SILTT20. SfDTT2Z, S/HT714, HTT4, HTT5
Holdowns
20
SfMSTeO, SIMST72
Straps 118 mil (10 go)
21
SP4, SPS
Stud Plate, Ties
22
SSP, DSP, TSP
Stud Plato T
23
STC. DTC
TruasClip
24
TBD22
Truss Brace Diagonal
25
TJC$7
Tru"JeokConnectDt
FL#J 3904-RO
bMI Product Model. Num bar or Name
1 CCQfM.82-SOSHDG, CCQM4.82-,9DSHDG, CCQM5,50-SUSHDG, CCTQM3.62-SDSG.
CCTOM4,82,SDS(3, CCTOMS-50-SOSG, COCOW6 82-SDSO, COCOM4 02-SDSG.
CCCQW,50-SDSG
2 ECCLOM3.62G-KT, ECCLQM4.62G-KT. ECCLOM5,50G.KT, ECCLLOMD3.M.Kr,
ECCULQMD4,82G-KT, ECCLLCMD5.50G-Kr, ECCLROMD3.62G-KT, ECCLRQMD4.62G-
Kr, ECCLRQMD5.50G-KT
3 HGUW.25, HGUM5 50, HGUM7,00. HGLIM7.25, HGUM9 00
4 UGUM26-2, LGUM26-3. LGUM264, LGUM28-2. LGUM28-3. LGUM28-4, LGUM210-2,
LGUM210-3, LGIUM2104, LGUM48, LGUM48. LGUM410
5 MBHA3.12/9.25, MBHA312111 .25, MBHA3.5W.25. MSHA3.5619.25. MSHA356111_25.
MBHA3.56/11.88, MBHA3.56114, MBHA3.58/16, MBHA3 58M8. MBHA5.60f7.26,
MBHAS.5019.25, MBHA5.5WI1.25, MBHA&50/1 IrO81 M13HA550i"14, MBHAS.NYIO,
MBHA5.50118
6 MEHU3.5%.26, MSHU3.56/11.26, MBHU3.5&11.88. MBHU3.56114, MUHU3,56/10,
MBHU3.6811118, MBHU5.50M.25. MBHU6.5011 1.25. MBHU5.Ml 1.88, MBH U&50/114,
MBHUS 50/16, MBHU5.50118
FLAM 397&R6
9199 Product Model, Num bar or Name
1 SD�A== SOW22338, SDW22438, SDW22468, SOW22500, SOW22000. SOW22M.
SOW22834
2 SOWCls450: SDWC15800
3 SDWH193000R SDVVHIQ4OOD8, SIDWHIPOWDE, SDWHl96OODB, SDWH1QrlOOODS
4 SDWH2740OG, SOWH275MG, SDWH1278OOG, SOWH271000G. SDWH27112000
5 SDWS102112, SDWS16300, SDVVSI$312, SDMIS400
8 SOWSIGOOO, SDWS1971Z SDVVS2240(),SDWS22500:SDWS22512, SEYWS226MI
SDW=800, SDWS229W, SMNS2211 000. SMVS221 100, SDWS2212(10, SOWS221 900
7 SDWSnSCDDB: SOWS224000a, SOWS2250OD8. SDWS225OODB, SOWS2280ODS,
SDWS22100ODB
8 SOWS22312DaB, SDWS22512DBB
9 SDWS2730OSS, SDWS274OOSS, SDWS275OOSS, SDWS276OOSS, SDWS278WSS,
SDWS27100OSS, SDVVS27120OSS
10 SDWV13400
11 STN22
Masonry Plot Caps
Masonry Pier Caps
Heavy Masonry Hangers
Masonry Boom Hangers
MauxonryTop Flange Beam Hangers
Masonry Boom Hangers
Product Dom ription
Strong -Or" SOW EWP-PLY and TRUSS -PLY Screviis
Strong -Drive SDWC TRUSS Screw
Strong-Dfive SDWH TIMBER-H E)(Sorew
Strong -Drive SOWH TIMBER-H EX HOG Screw
Strong-Driwe SOWS FRAMING Screw
Strong-Orwe SOWS TIMBER Screw (Interior Grade)
Strong -Drive SOWS TIMBER Screw (Exterior Glade)
Outdoor Accents Structural Wood Screw
Stroing-Drive SOWS TIMBER SS Screw
Strong-Dirivis SDWV SOLE -TO -RIM Screw
Outdoor Accents Hex -Head Washer
FLXI 53111l
,Odgf
Product Model, Number or Name
Product Description
1
AS 18, AS 18SS, AS 1 $SO
18 ga. Ttuss Plates
2
AS 20HS
20 go. High Strength Truss Plate
3
AS-20
20 9w Truss Plate
4
ASHP
Hinge Plate Connector
fL#t5?3(lHF14
I
Ata
Product Mcdol- Number pir Name
Product Description
I
ET.HP
Adhesive Anchor for concrete
2
GAC, GDP, GDPM-50. GDPM-75, GDPM-100, COPS. GW-50, GW-76, OW-100, GTH
Gall-actusted fasteners and assemblies
3
PDPA, PDPAX, POPA-MG, PDPAT, PDPATA PINW, PINWP, PINWPW, POPAWL,
Powder -actuated fasteners threaded studs, and assemblies
PIDPAWL.MG, PSVL3. PSVL3-K, PCLDPA, PECLOPA, PTRHAS, PMHA4
4
SET-3G
Adhesive Anchor for cancrete
Simpson Strong -Tie 2020 FBC Approved Products Updated 1213V"20
MmFor drect Inks to all SOT approvals listed below, JL&&ffJM
For additional Iffild. AtIOn regarding F10111110-S Stalewds Product Approval System and Mismil-Oade County No" of A00eptance (11,10A), CLJCK HERE,
11
HUS, HUSC series hangers
Face -Mount hangers available In widths ranging from 1-5/8"Ito 3.
9116" and heights rangIngfrom 41.8i/16" to 11". Concealed flange
version (HUSC) available for modds having vvidth equalto or
greater than 3-9116".
12
IUS series hangers
Face -mount hangers available in widths ranging from 1.718" to 3-
5f8" and heights ranging from 9.114" to 16'
13
LOU3.25-SOS, LOU3,03-SDS, LGU5.2_5,SDS
Face -mount hangers
14
LU24, LU26, LU28, LU210
Face -mount hangers
15
LUC26Z, LU021 OZ
Face-mourit hangers
10
LUS series hangers
Face -mount hangers available in widths ranging from 1-9/1 61D 4-
518" and heights ranging from 3" to 1 O�l 511&'.
17
MOU3.e3-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SOS, MGUT.00-SDS
Firoo-mount hangers
18
MIU series hangers
Face -mount hangers available in wdths ranging from 1-9/1 &'to 5.
1/8" and hitights ranging from 6-1 511&'tD IS- 1/2'.
19
MUS26. MUS28
Face -mount hangers
2D
SUR. SUL, SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from 1 -
9/18" to 3-9/18"and heights; ranging from 3-1/1 8"to 13-314"
Concealed flange version (SURC, SULC) available for all double
2X and 4X Models; on ty iscuts, flange Is conceirliapil,
21
U series haingers
Face -mount hangers available in Wdths ranging front 11-9116"to
Wand heights ranging from 2-518"Ito 11 .14'
FIL111111110"If-1116
JZJ
Product Model. Number or Name
Product Descdg=
I
13A series hangers
Top flange hangers available in width* ranging from I -0118"to 7-
1/8" and heights ranging from 7-118'to W'.
2
DGBF series hangers
Top flange hen gets available in widths ranging from 3-5/8"Ito 7-
1/8" and heights ranging from 9-1/4" to 24",
3
DGF series hangers
Top flange hangers available in widths ranging from 1 -1 tZ'lo 3-
518" and heights ranging from 7-114"to 24".
4
DGHF series hangers
Top flange hangers available in Wdft ranging from 1-3/4" to 3-
518" and heights ranging from 9-11W'io 24'.
5
EG5, EG7. EGO set" hangers
Top flange hangers available in widths ranging from 5-1/4" to S
7/8" and heights ranging from 11" to 32-1 rr.
6
EGQ series he rigors
Top flange hangers available in widths ranging from 3.64'to 7-
114" and heights ranging from 11-1/4" to 37,
7
GLS series hedgers
Saddle hangers available in widths ranging from 3.114!'to &719'
and heights ranging from 8-1/2" to 28".
8
GLTV series hangers
Top fledge hangers available in widths ranging from 3-1/4" to 7-
1/8" and heights ranging from 11" to 32'.
9
H13 morles, hangers
Top flangs, hangers available in widths ranging from 1 -911 e" lo 7-
1/2" and heights ranging from 8" to 3X
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114!'to 8-71W
and heights ranging from 10-1/Z'to 29'.
11
HGLT series hangers
Top things hangars available in wdth* ranging from 3-114" to 8-
7/8" and heights ranging from 7-117'to 37',
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
1/8" and heigInts; ranging from IV'to 33'.
13
HIT series hangers
Top flange hangers available Inwidths ranging from 2-5116'to 3-
9MO" and heights ranging from 18"Ito 26'.
14
HUSTF series hangers
Top flange Joist hangers available in widths ranging from 3-1/8" to
3-9116' and heights ranging from 5-3/8" to 13-10.
15
HUTF HUCTIF series hangers
Top flange hangers available in widths ranging from 1-911CIP'to 5.
1/2" and heights ranging from 3.7116'to 16'. Concealed flange
version (H UCTF) available for all models having width equal to or
greater than 2-Q/16".
16
HWP series hangers
Top fLings hangars available in widths ranging from 1 -91161' to 7-
1/8" and heights ranging from 5-318!'Io 2&',
17
HWPH series hangers
Top flange hangers available in widths ranging from I -9/16"to 7-
1/2" and heights ranging from 5.3Wto 32'
18
ITS series hangers
Top flange hangers available in widths ranging from 1 -Wl&'tD 3-
Ste" and heights ranging from 9-1/8" to 16'
19
JB series hangers
Top flange hangers available irl of 1-9116'and heights
ranging from S.&O" to 7-14'
20
JISA series hangers
Top flange hangers available in width of 1 -911 V'and heights
ranging from 9-3/16"tri, 13-1W.
MMEM Simpson Strong -Tie 2020 F13C Approved Products Updated 12,133OM20
11� For dreat Inks to all SOIT approvals Ided below. CLICK HERE
a For additional information regarding FloridWs Statewide Product Approval System and Miami -Dade Ccun� Notice of Acceptance (NOA), i6a".
5
SET-XP
Adhesive Anchor for concrete
6
Shong-Bolt 2 (ST82, STB2-48S, ST B2-68S)
Strong -Soft 2 Wedge Anchor for concrete available in carbon
steel and Types 30.4 and 310 stainless steel
7
Titan HD (THD-H, THD-HMG, TH0,1146S, THD-HOSS. THD-C-9, THD-CSOW
Then HO Heavy Duty ScrewAnchorfor concrete and masonry
available with hex head in carbon steel and Types 304 and 310
stainless steel. or with countersunk head in carbon steel and
Type 316 stainless steel
8
Titen HD Rod Coupler (THD37634RC, THD50934RC)
Then HD Threaded Rod Coupler for concrotb
9
Tftn HD Threaded Rod Hanger (fHDB25158RH, THDB37158RH, TH037212RH,
Tiled HO Threaded Rod Hangar for concrete
THD50234RH, THD10212RH)
10
Wedge -All WA)
Wedge -All Anchor for masonry
F191JR&U
low
I AT,XP
2 Er -HP
3 SET-XP
4 Strong -Bolt 2 (ST62)
5 Tilen 2 (TTN2)
6 Titan HD (rHD.H4SS, THD.HSSS, THO-CSOSS)
7 Titan Turbo 17N�
Fun 8937-013
Alit" Priodliot Model, NUM bar or Name
1 X348101"KXlSID16,XIB1016-4K)(01$101$,XQ181010-4K
2 XLQI I 4T1 224, )(LQ1 141311 224.2K
3 XMQ 1 14SI 224, XMQl 1481224-2K
4 X0114SI224, XQ114BI224-2.51K X114SI224.)(0112Sl224, X0112B1224-2K
6 XU34Sl 01 S. XJ34BI 01 6-15K
FLO35320-RO
JW Product Model. Num bar or Name
1 OSSCB43.5: DSSCB48, OSSCS48, DSHS
2 FCB43.5� FC845,5. FC647.5. FCB49.6, FCB411 5
3 FPHS034S1018, FPHSD3491010. FPHSO34B1018-5K. FPHSD34S12l4,
FPHSD3.4BI214, FPHSD34EH214-5K
4 LSFC2.25, LSFC4.25. LSFCO-23, SFC2 25, SFC4.25, SFCO.25
6 LS9C4.25, LSSC6 25, SSC2.25, SSC4,25, SSC6 2& MSSC2.25, MSSC4.25 MSSCO.25,
MSSC4.25KW, MSSC6.25KW
6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S: RCKW5.5S
7 SCB43.5, SCB45.5,SCB475,SCS49 5. SCS411.5, MSCS45.5, MSCB475
8 SCS$2-W7. SCS62-"?, SCS82-&l 18. SCS82-611 18
9 WM.25, SCW5.5
10 5,108.25. SJC10.25, MSJC8,25. MSJCIO.25
11 SSB3.518
12 XLSH34B1 414, XLSH78Bl 414
13 XQIS101 8, X01 B1016-4K, XQIS1214, X0181214-3.SK, X07881224, X07681224-3K,
X0114S1 224, X0111491224-2.51K. XQl 1281224, X011281224-2K. X3481018-SK
XlSI010, X1810164K XISI214, X181214-3.5K
EI29VZ2UMW=
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
E7r.HP Epoxy Adhes" for masonry
SET-XP High -Strength Epoxy Adhesive tot masonry
Strong -Bolt 2 Wedge Anchor for masonry
Then 2 Screw Anchor for Concrete
Titan HD Heavy -Duty Screw Anchor for concrete available in 304
or 310 stain less steel with how head, and 316 stainless steel with
countersunk head.
Titan Turbo Screw Anchor for concrete or masonry
Product Description
#10-10 Strong -Drive X Metal Self -Drilling, Tripping Screws with #3
Drill Polint
412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
Scrows with #6 DrIll Point and Large Diameter Hex Washer Head
#12-24 Strong -Drive XM Medium -Head Metal Self-Dfilling,
Tapping Screws with #5 Drill Point and Medium Diameter Hex
#12-24 Stra ng-Orivs X Metal Seff-DrIlling, Tapping Scram with #5
Drill point
#10-16 Strong -Drive XU Metal Sol -Drilling, Tapping Scram witht
#1 Drill Point
Sypaurr Framing Drift Strut Connector
Bypass Framing Ftxed-Clip Connector
410- 18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Seff-
Drilling, Tapping Screws
Steel FramIng Connector
Steel Stud Connectors
Rigid Knee Wall Connector
Bypass Framing Slide -Clip Connector
Bypass Framing Connector
Head -of -Wall Slide-ClIp Connector
Steel Joist Connectors
Bypass From Ing Slide -Clip Strut Connector
#14-14 Strong-Ddv* XILSH Shouldered Salf-Drilling, Tapping
Scrowe
fil 0-18: 412-14: and #1 2�24 Strong -Drive X Metal Self -Drilling,
Tapping Screws
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