HomeMy WebLinkAbout39923 Harvest Grove Ctru
i\X
FTAI -01 am] am] avi FAA, Tki I
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
PowderRoom
ABV or Abv.
Above
FLR or Fir.
Floor
RA or RIA or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAD or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F.F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU orA.H.U.
Air Handler Unit
FIR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foott Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Fig.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm,
Room
BLK or BLK.
Block
GALV or Galv.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
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
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh,
Shelves
C
Carpet
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 Held (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
KANALL or KIWall
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
LAU N or Lau n.
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 Cementitious 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 WDW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
LINO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
DryerVent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V.L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/ or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or WIC 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
VVDVV HDR or WDVV. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WC 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
WP
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Fir, Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wre Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 FRAME -WALK REVISIONS
12-27-17 3.0 2017 FBC UPDATES
05-20-19 3. 1 ELEV. Al - REVISED BANDS BACK TO
ORIGINAL DESIGN I
08-27-19 3.2 ENG. REVIEW FOR 150-C MPH
09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA
05-14-20 3.4 ELEV. B REV. ENTRY PER M.K.
12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M.
12-19-20 4.0 FBC 2020 CODE UPDATE
1551
INDEX OF DRAWINGS
I SHEET DESCRIPTION I
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN MONO
7
ROOF FRAMING PLAN
8
LINTEL PLAN AND DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3M
MONO DETAILS
S4
DETAILS
S5
DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
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.
L E V
..........
01
NO P" 7 5
0
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and
seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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VERTICALS
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DIRECTLY IN
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MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X 12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 1 314" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow QJS4. 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
184X254
S.H.
13
20 X 381
18JX374
S.H.
14
20 X 501
18 JX 50
S.H.
15
20 X 63
18 JX 624
S.H.
16
20 X 72
184 X 714
S.H.
111-12
27 1/4 X 26
26 X 25 4
S.H.
11-13
27 1/4 X 38 J
26 x 374
S.H.
11-14
27JX 501
26 x 50
S.H.
11-15
27 J X 63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
36JX25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 501
36 J X 50
S.H.
25
37JX63
36JX62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 J X 25 4
S.H.
33
54 X 381
52JX 374
S.H.
34
54 X 501
52 J X 50
S.H.
35
54 X 63
52 4X 62 4
S.H.
36
54 X 72
52 4 X 711
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79X59
N/A
S.H.
General Notes
R302.5 Dwelling/Garage Open ing/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with 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
appl'iances 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
®r-
+26.6 -29.1
+26.6 / -33.5
S EE S N SHEET SEE SN SHEET
i
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
I I I 7MMASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION '1131 11 (TRB)_
1ST FLOOR LIVING AREA 1555
LIVING TOTAL 1555
GARAGE 408
FRONT ENTRY 42
TOTAL AREA 2005
FLOOR PLAN - ELEV-B1
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
SCALE: )/4"=V-131"
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFT FACED
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO:
21-2029
SCALE :
AS NOTED
SHEE7 NO.
KITCHEN ISLAND
9
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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 C1 063 or C1 787, 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 manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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Engineers signature and seal,
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**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 manufacturer's
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 ASTIVI C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersection.
• At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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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 DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in 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 ANSI/UL 2034, standard for single and multiple station CO alarms or
LIL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFC1 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
FfF
DUPLEX OUTLET ABOVE COUNTER
I
F3--W.P.
WEATHERPROOF DUPLEX OUTLET
K)G.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
F`,z-V
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
�4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
16)
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
KH]
CHIMES (OPTIONAL)
�D
PUSH BUTTON SWITCH (OPTIONAL)
HE9
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONIE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
awl
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
150AI200A INDOOR
NEMA 1
150 AMPI
200 AMP
METER
n
200 amp
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
isco t
UNDERGROUND _jtnne
ct
POWER CO. FEED
INTERSYSTEM 4 Bare Cu Ground
C
BONDING #4 GROUNDING WIRE
TERMINATION PER WITH CODE APPROVI
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.
H.B.
DISC. b
OWNER'S
SUITE
12
ROUGH -IN FOR
OPT. CLG. FAN/
LIGHT PRE -WIRE
RECEPT111
FOR I
ALARM
V0SYSTEM
C
-------------
WP=@=
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80
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DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
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FAMILY RM
GFI OT OPT.
HAN� �
PLUMBING RISER
NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
VP
ROUGH -IN FOR
,--'ROUGH-IN FOP'-,
OPT. CLG. FAN/ OPT. CLG. FAN/
LIGHT PRE -WIRE LIGHT PRE -WIRE
IF
BEDROOM 2
BEDROOM 3
LIVOR
ON
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ELECTRICAL PLAN - ELEV-B1
SCALE: Y4"=l'-O"
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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 portions of the drawing
pages bearing
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ATTIC VENTILATION CALCULATIONS - 131 (TRB)
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
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IN. of
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SQ. IN. of
SQ IN of
Ventilators
ventilation
soffit
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Ventilation
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needed
required
soffit
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needed
ventilators
Main
22
2
Floor
1999
1919
274
960
69
480
606.0
330.0
276.0
(Zone 1)
-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—B1
SCALE: Y4"=l'-O"
Attic 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 / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is pirmAded due to fire protection, the contractor shall use the
following approved vents:
e 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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Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
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HERNANDO COUNTY ONLY
BELOW FIN. FLR.
r.
3-1/2" MIN 2500 PSI CONC SLAB OVER 6
T-15'
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PROVIDE Y2" X 9'
2'-6'*x2-6"x1'-O"
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7-6" x 7-6" x 1'-0"
W/ (3) #5'S E.W. -
FOUNDATION PLAN MONO — ELEV-131
SCALE: Y4"= V-10"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX 7" OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING I
V\/VVF PLACED IN —1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
[17.
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SCALE: 3/4" = V-0"
—#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.C.
-Alternate:
I he 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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the structural engineering portions of the drawing pages bearing
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SHEET NO.
6
RSH
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
WIND SPEED (ULTIMATE)
140.0 MPH
WIND SPEED (ALLOWABLE)
108.4 MPH
EXPOSURE CATEGORY
C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE
H I P ROOF >20 TO 27 DEG.
(SQ FEET) VALUE DENOTES SUCTION
[4:12]-[6:12]
a=4ft
AREA ROOF 2e__ 2n 2r 3 3e 3r
HIP -35.94 -49.57 -49.5 49.57
10
r GABLE -38.22 -38.22 60.99 -60.99 -60.99 -78.58 1
-----------
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
v
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
611
ZONE 3, 3e, 3r: ASTM F1667 RSRS -01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
I G)
SHINGLE: Y16" EXP. 1 (2y16) or 1Y32" EXP. 1 (33416)
TILE: 1Y3j'EXP. 1 (3�116)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
GABLE 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.
3M
D.
IER
1SB
-8"
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
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 - 1 Od x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 112"
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 Old
H
FGTR
4725
3400
wl (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
112" x 5"TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4- x 6"
WEDGE -BOLTS
-
J
HTT5
4350
3740
5/8' ANCH. / (26) 10dxl-1/2"
HTT5
5795
518" ANCH. /(26) 10d x1-1/2
K
HD3B*
3130
3050
5/8"DIA. BOLTS
TDX,2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT-F
4940
3555
wl (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4-
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
LUS26
1165/1060
1005/915
8 - 1 Old x 3"
JUS26
1000/1080**
---
8-10d
P p
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q Q
]N
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"
S
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 5010-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" MUGT1 5 1 4175 1 122 -1 Od x (1) 5/8" ATR wl 12"
EMBED W/ SIMPSON "SET" EMBED W/ USP CIA-7000C
EPDXY EPDXY
LGT2 14060-M 3770-FI3500-M 3240-F
LUGT2 131 00-M 4520-F 131 00-M 3800-F
1
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 112"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
1 605
1 12 - 10d
SPT24
1090
1 1
12 - 10d
HCP2
1 590
1 555
1 12-1 Old x 1 1/2"
HHCP2
680 1
570
1 (20)1 Od x 1-1 /2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-)
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. 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 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
,ARRIER
� 2 PLY CARRIER t -(A)
x CONT LEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FRAMING PLAN - ELEV-131
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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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. J-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 180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads should be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
8F8-1B/1T 8F8-i
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APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MATERIALS
16 GAUGE POWERS
T_?c__pracasT7nteIs = 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
POWERS STEEL BOXED LINTEL NOTES (ALT.)
4. maximum 3/8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
1. Refer to manufacturers specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7/32 wire per ASTM A51 0.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
L�NTEL MINIMUM DEPTHS ARE CALLED,OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitil coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Florida Building Code -
Residential An Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D,CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT 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
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES,
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 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:
2.11.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED,
3.4.
DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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:
T'
C-l-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1 XF.
GROUT FILLED MASONRY:
Y4"
4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2.
CONCRETE:
4.2.1.
CONCRETETYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-1-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):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES,
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPi 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5� 5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc= 2,700 (PARALLEL)
4.7. STEEL:
Fv = 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL.
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall,be provid&d.
The sign. shall be posted near the water heater or electric panel'
2. Condensate and roof downspouts shall discharge at least
V-1)" away from the building side walls.
3. Irrigation/s
grinkler systems includin
aall risers and
spray hea s shall not be installed wi 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 traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-Rb:3lm8bl
a �ej �joncrete ov.erpg and mortar along the foundation perimeter
must r re exterior sol treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barder 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 building department
b licensed pest control company before a certificate of occupancy willbe issued.
TUcertificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-10" of the building, This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTICASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
IF
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
AS NOTED_
SHEET NO.
S N
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
2 x — lumber
Double 2 x — lumber
1 1
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 10d 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 =1900 plf max along load bearing wall,
Load bearing wall must stack
over squash=20 blocks and
*Non -stacking walls
wall or beam below.*
require additional
consideration. Check
local building
116"
code for appropriate
details in One 1 Od box
areas=20 of high or= 0 sinker
101 lateral load. nail each side
-011 at bearing.
TANK -LESS W/H
0,
w
10 0"
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 0 0 0
U)
5'41
0
- I
STUB -OUT FOR 1 I -Off
op 0
I LO
GAS METER 0
f-
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2- X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
191-31,
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
L ad bearing walls
I
ii
FILL CELL STD. 900 HOOK F BOND BEAM
U.1
CONT. #5
> STD. 900t� 7,
CONT. #5 HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
—PLAN
INTERIOR/EXT WALL SEE
FOR MORE INFO
CONT, BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND
SHEATHING PER PLAN
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. }Small,gap 2"min.
2" max.
4" max. Web Stiffener Fastener Scheduile
Joist Bearing Location
- .
I
Series Depth End Intermediate
9-1/21, 2-8d 2-8d
7 1 7/- BCI 5000e, 11 -7/8" 2-8d 3-8d
14" 2_-8d____6-8d i
Clinch nails 2-8d 2-8d i
when
possible I BCI 6000sf� 11-7/81, 2-8d 3-8d
2-8d 5-8d
BCI 6500s6 10
16" 2-8d 6-8d
11-7/811 2-8d 3-8d
7 5-8�d
BCI 60s8
Tight fit 16" 2-8d 6-8d
111-7/8" 3-16d 3-16d
2x4/Plywood/OSB web stiffener 2" min. 13CI 90se 14" 5-16d:E
4" max. 16" 6-16d 6-16d
required when indicated or
- 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 =1900 pif 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.*
Q� Provide adequate bearing
for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
Squash block Od nails quire additional consideration.
(2x4 minimum) SECTION @ INT. BRG. WALL re
N.T.S.
Bearing wall, Versa -Lam LVL or
Glulam Beam
7L,,LVL or ItAK, 0,
NO HOLES (EXCEPT
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D (KNOCKOUT EXEMPTS)
(see table below) D
LO (see table below)
'see
\CT_
DO NOT cut, notch
or drill flanges
rl 6"^ A 1Y2" ROUND HOLE MAY
BE CUT ANYWHERE IN
THE WEB. PROVIDE AT
CANTILEVER
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,.
DO NOT CUT HOLES
LARGER THAN
ROUND IN
CANTILEVERS.
Any 16' joist
Span (R)
8
T-9'
I T-I "
11'-Z'
11 �-2"
1 11-3'
T-3r'
1 V-7'
T-111"I
2-4"
2-9'
1 3-2'
3-7'
12
T-O"
T-11"
T-2'
V-2"
T-3'
T-9'
2-4'
Z-111"
3-7-
41-Z'
4'-9'
6-41
16
l'-C'
T-11"
I'-Z'
'-2"
V-7
2-6'
3-2'
3-10"
4-9'
6-7-
6-4"
7-2-
20
I'A
I'-Z'
�1'-2"
2I-U'
#�l
3-9'
4-a'
4-10"
6-11"
6-111"
7�111"
8'-111"�
24
"� .
I -a'
I , ".
T-I
I'-Z'
I
V-3"
7-6'
3-7'
4-9'
9-10"
7-7'
8-4"
9-6'
-
10'-91
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
2'
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y - 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.
When joists meet over wall, provide
13/4" minimum bearing for each.
SIMPSC
w/ (22) �
NAILS 1
5/81
THRU
BOLT
SIMPS(
w/ (22) �
NAILS 1
R TRUSS
'OP PLATE
J.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META1 2
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- 1 Od nails.
-,.Install tight to. top flange.
Joist hanger
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap ------------------------
__ - ____
Backer Block "
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
_'J requirements
1 .0 6 X Joist
T
X
c depth
� L
LOX
.1-JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM-/
SEE PLAN FOR--"
FOUNDATION INFO .!t 4'
STEM FOUNDATION
GRADE
REINF. SEE PLAN
i-vt, uni-xot,+ rvL,
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A 0 (WHEN
REQUIRED)
w/ (118) 1 Od x 11/2"
NAILS
UPLIFT= 1015#
10 1 /2'
x
10151
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4' 0"
CENTERED @ PI�E�
PENETRATION
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
A. 4
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
PENETRATION
TOP (2) #5's 4'-0"
CENTERED @ PIPE
A
PLUMBING LINE
PVC OR SCH40 SLEEVE
A
./e, 4'A A
;2� 0 4. 0
A A
SEE FND. PLN.
SIZ
E & RE
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
A
q A
SEE FND. PLN.
SIZE & REINF.
PVC OR SCH40 SLEEVE
PLUMBING LINE
Aq. A . A'
.4
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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 portions of the drawing pages bearing
Engineers signature and seal.
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.) VARIES
I Fil
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16" O.C. W/ (2) 10'-0" (R302.1 1)
16d TOENAILS T & B v
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 I r 1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF :;�
PRE ENGINEERED WOOD APPLICABLE.
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & r_:
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
MOISTURE BARRIER A
SHINGLE ROOF, SHINGLES TO A t -
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
D3161-CLASS F, IN
ACCORDANCE w/ TABLE :AIVIL
R905.2.6.1, FLORIDA BUILDING IV I
-71 1 P11 III
CODE 7TH EDITION (2020) 8" -
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT
ELEV. VARIESAii-"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0':
5/8" OR 1/2" HIGH-------'--
ALUMINUM DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
LUMINUM FASCIA
, \12' N.O. 2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
CEILING & 8" O.C. WALLS
x8"X16" KNOCK -OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T, HORIZONTAL
NAILER
C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
"S" MORTAR
ARCHITECTURAL
,-------FINISH
1x2 PTWD FURRING @24"O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
S
MIN. 2500 PSI CONC. SLAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
PEI
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/—NOTE:EXTEND
W1.4XW1.4 WW FOR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
C14
A I,
00
Cl)
00
6 MIL VAPOR
2�
BARRIER
C>
I>
C14
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN.
CLR.
(2) #5 REBAR CONT.-/
ON 3" CHAIRS TYP.
1'4" (1 STORY)
STD. 90 HOOK (SEE
U.N.O.
14"
IV-8" (2 STORY)i
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
Q3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLTINFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 10d NAILS
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
GG
S3
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" MORTAR BETWEEN
SLAB & BLOCK
Cl) ELEV. U-0"
ot
A. F.F.
ELEV. 4-3 1/2"
4 1 4
4 < 4 4
2x4 CONT�Z 1 4 A.F.F. 'o
U-
04
GARAGE DEPTH VARIES
4
I I
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
2x S.P.F. STU S @ 16" O.C.
,",,-2x STUD
81, C , M * U
i,-x P.T. STUD
#5 VERT. IN FILLED CELL
5/8"x6" "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
2x P.T. PLATE
ASSUMED FINISHED
GRADE
I r I rL m�=j 11-111-111-
I �=
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--,
A GRADE
00
7
--I 1 11 1IILLiF -
11 11 X, Fir -_rr--7p =�.
#5 REBAR w/ OPT.
... ... WISCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE
SCALE: 314"=V-0" � S3
DOOR TO RECEIVE
BLOCK WALL BEYOND
- BLOCK WALL BEYOND
PAVERS / DRIVEWAY
EXPANSION JOINT I �,
CONCRETE SLAB 14"
O.H.D. RECESS
"T
13"
0 H D RE CESS
PAVERS�
e A
4.
:4" 50
OP
4
I I r
SEE A/S3 OR J/S6 IT
M I -
SEE A/S3 OR J/S6
-
FOR REINF. INFO.
�3" MIN. CLEARANCE
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STORY)
/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
V-4" (1 STORY)
1' 8- (2 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS rT�
SEE TYP. WALL SECTION FOR
SCALE: N.T.S.
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
5/8"' x 10" "J" BOLT @ 24" OIC W/ 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
E
L
=L
r ffr
6 MIL VAPOR BARRIEFAM
2x STUDS @ 16" O/C
0�
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2X PT PLATE
20- MIN. LAP [24- MIN. LAP)
#5 REINFORCING
WEEP SCREED INSTALLED
BAR
PER MFR INSTRUCTIONS
#3 OR -HA REINFORCING BAR
;i
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40ksi
FINISH GRADE 60 M
L
25" MIN. LAP [30- MIN. LAP]
[GRADE 6 7v= 60ksil
0?
I �1 1-
;M77 14 1
s
11 - I
#5 REINFORCING BAR
R 17/8"
#5 LAP SPLICE
36" MIN LAP 26" MIN LAP'
COMP. SOIL. (COMPACTED TO A zzz==�
95% MODIFIED PROCTOR ASTM 101,
D1557) . . - I - - - d,�xxxxy X� XXX/,X -1- �xx/'
4" V-4" -'--#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEALA�
A, <
INTERIOR
4. -3 1/2"
CONCRETE NAILS W 1 1/2"
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB----,
4—
C?
Cl) 6 MIL VAPO
BARRIER
14" 14"
INTERIOR WALL SLAB STEP NON-BRG
SCALE: 3/4"=1'-0"
-2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U. N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
�WWF OR FIBERMESH Cl)
K
S3
REBAR DETAILS F
SCALE: N.T.S. 1\.�3�
SEE PLAN
FRAME -DOWN FALSE BEAM w/ (3)
10d NAILS TO TRUSS TOP CHORD
AT 24" O.C. MAX
SEE PLAN FOR /-6,
TOP OF BEAM
(2) HTS20
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM
ATTACHMENTS
U) � ZL)
LLJ
LU
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SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
"' " v'
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
I AT
END OF 2"x PLATE
A
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CL
LU 1-yar
LLJ
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FOR TRUSS
CONNECTION INFO
& LAYOUT DESIGN
SEE ROOF PLAN =00
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE PLAN FOR STRUCTURAL
COLUMN SIZE AND BASE
CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS
AT 8" O.C.
TRIM PER PLAN
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
----------
A
SCALE: 3/4— V-0"
(2) #5 CONT.--
ON 3"CHAIRS
(TYP.) 8" V-4"
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2' GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH co
8"
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT G�
SCALE: 3/4"=V-0" ���3
1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) F WWF OR FIBERMESH
SEE A/S3/J/S6 -` 1 8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (@ S.G.D. //M
SCALE: 3/4"=1'-0" \, S3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD
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PATIO COLUMN FTG. DETAIL (N
SCALE: N.T.S. 1\ �3
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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
Flodda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structur I engineering po ons o e rawngpages eanng
Engineer's signature and seal.
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NO:
21-2029
SCALE :
AS NOTED
SHEEr NO.
S3
(MONO)
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C)
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
VENT OR 2ND FLOOR
PLAN
1/2" MINIMUM CEMENT FINISH
�/--TYPICAL C.M.U. WALL
2x6 / 2x8 WALL BEYOND
(2) 2x HEADER TO SIT
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
3/4" FURRING STRIPS
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
1/2" GYPSUM BOARD
CONNECTION
SCREW OFF CAP (3" DIA.)
W/ DRYWALL SCREWS
2x DEAD WOOD @ MID
FOR CLEAN -OUT
@ 8" O.C. OR 4d
PO I NT w/ (3) 12d
DRYWALL NAILS
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
11/2" MAXIMUM
PLATE 7
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
vARIE5
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
_(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. �4
12 SEE TYPICAL WALL SECTION
,,----.-_—PRE-ENGINEERED WOOD
SEE ELEV.
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
+
+ STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS (@ 4- O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD v
SIMPSON SP1 W/ (10) 10d
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
CL
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT A�
SCALE: N.T.S.
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW (BN� MASONRYLAYOUT rD
SCALE: N.T.S.
7 518" 8" 7 5/81, 8" 7 5/8" 8"
KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5
FOR CONCRETE PLACEMENT 7
11
7� 11
47--
1 11
ii
4 4 4
1
4
STD. WHOOK
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
'1� SEE FDN. PLAN FOR LOCATION
- -
T
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
@ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
ERIAL
AT
SCRAP M
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
<
LU
>
0
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x 16 C. M. U.
GARAGE DOOR
GARAGE DOOR ROLLER
NN, CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
4
4
I
POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B)
TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
� �IAI
�,o
OtI,
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.0
. ) �
SOLID AREAS ARE
STEELANDGROUT
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
BRACKET
TRACK
rop
1ARAGE
iOOR
W/MOUNTING 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
11 - 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT TRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
\—(2) 2x HEADER SEE PLAN
* INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
"-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 rQ
SCALE: N.T.S.
� �4
SIMPSON
SIMPSON
SP2
SP4
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
12
(TYP.) SEE ELEV.
I
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIEZ�
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
T RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET
[BLOCKING W/ 2-16d TOE NAILS
EACH END
FASTENED TO TRUSSES WITH 8d
D:AS:::5��
REQUIREgD��
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6"O/C EDGES & 8"
BLOCKING
Lu
0
O/C FIELD
J
2� <
CL
2x TOP PLATE
R to
\!2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
EB
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24"
ENT
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
LMAIN
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
A
I
SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOFTRUSS
SEE A/S3 FOR
STAG GERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL------ H I
W/ STD. 90' HOOK IN K.O. BLOCK -min-
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
r"
��ICE �A
SP
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE
NAILS TOTAL) EA. SIDE OF
4&,, SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO'TOP PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
6m�
SCALE: N.T.S.
� �4
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
P.T.
ATE
SIMPSON
SP4
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/Sl FOR
ADDITIONAL DETAILS
SIMPSON
SP2 -
--------
NAILED INTO
TRANSOM
FRAMING
RECESS
LINTEL
SIMPSON
Spi SIMPSON
SP4
ON�RECESS SIMPS
LINTEL SP4
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSC
SP4
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/0"
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
SCALE: N.T.S.
\�4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
-
(4565# SPF)
(5645# SPF)
'(6970# SPF)
G (9335# SPF)
N. 8"
:'OXIED A.T.R.
& NUT
OXIED A.T.R.
t & NUT
DXIED A.T.R.
t & NUT
2X8 P.T. BOTTOM PrTE
- (�)\-5/8"X`10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
C
SIMPSON
SP4
"
4
2X8 P.T. BOTTOM
PLATE
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
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
@ 2-4- O.C.
-MASONRY WALL
d NAILS@ 4
A 1 Od NAILS @ 6" O.C.
STAGGERED
STAGGERED
TRANSOM FRAMING
0 M
0
6 BEYOND.
N - - -1
-PLYWOOD FASTENED TO TRUSSES L
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
& 8" O/C FIELD 1 0
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE .—PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
S1 MPSON SP2 w/ (12) 1 Od NAI LS MASONR 0
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o1_5/8"X10"J-BOLTS@24"O.C.
MAX. (MIN. (2) PER BOTTOM
TE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
C,4
.,.N � . ........
N S -�- , - .. /r/ -1.,
. .1
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
ng nee s si n ure an sea.
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JOB
NO 21-2029
SCALE AS NOTED
SHEET NO.
S4
SIMPSON HGAMV
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (i
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS ---
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
UNSUPPORTED,
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 w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
t7N SCHEDULE FOR SHEATHING DETAIL
41'±
45'±
z
7-
45*
SEE STRUCTURAL
NOTES AND NAILING
SCHEDULEFOR
2x4 CRO 3 BRACE
SHEATHING DETAIL--/
KI
2x4 KICKER
2x8 SYP#2 1" BRACE TO
APPROX. 8" FROM
RIDGE FASTENED AT
SKER
@4
8._O�O/C
@ 8--o" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
S I M PSON 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)1 Od TOE NAILS @ EA.
BLOCKING
F7/16" OSB SHEATHING
END GYPSUM WALL BOARD
ATTACHEDW/10d
GABLETRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/161,
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
wl 10d NAILS @ 6" O.C.
I r%n
T
E
I W. 1.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
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"
UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX* 9"
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
NAILING SCHEDULE FOR SHEATHING� 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
L" BRACE TO EXTEND
EACH JOINT w/ (3) 10d & (2) 10d
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
GABLETRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
//-1/2" CDX PLYWOOD OR
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
/-7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAIL
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM Ek
@ 6' O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
�
(2) 16d NAILS
W/ (2) 16d TOENAILS
'
2x4 "T" ON TOP OF PANEL
I
.
.
1
2x4 "T" ON TOP OF PANEL BL KING WEEP SCREED 74" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
Oc 2x4 PANEL BLOCKING @ 481, O.C. FOR
2x BLOCKING BLOCKING, FASTEN WITH
FASTEN WITH 1 Odx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL
@ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. \-WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
SIMPSON METAII 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
MOISTURE BARRIER
1 Odx3" @ 4" O/C
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
-SIMPSON
1 Odxl 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 r2
WEB, USE MSTAM36 wl (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 114"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
SCALE: N.T.S. �5
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
- REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X -BRACING, AND TOP
M
SEESTRUCTURAL
CHORD BLOCKING
NOTES AND NAILING
INFORMATION
00
00
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL W/
(2) 16d NAILS
-WOOD TRUSSES
00
00
2"x4" CROSS BRACE
APPROX. 8" FROM
-2X4 RAT RUN BRACING
1
11 2"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 - 16d
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
N(2),,16d
NAILS
(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
t
O/C w/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
I
1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PLY)
/
2x4 BLOCKING-, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
11" BRACE
ATTACHED W/
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAI'V,' s5
SCALE: N.T S
2X4 "T" BLOCKING
2x4 BLOCKING @
48" O.C. ---16d NAIL
1" BRACE ATTACHED -
W/ 10d NAILS @ 4" 0.
TYPICAL
4�
4L
GABLE TRUSS WEB
SINGLE 1" BRACING DETAILr 6
SCALE: N.T.S.
DIAPHRAGM
NG @
48" O/C GABLE TRUSS
BLOCKI
TRUSS VERTICAL
SIMPSON SP2 w/ (12) 10d (2) 2"x8" 1" BRA --7-fl
2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE CE
SLOPE OF ADJACENT TRUSS) NAILS AT EACH STUD FASTENED WITH (3)
STUD WALL (SEE TYP. SEC.)
SECTION SECTION 16d PER SIDE
("3 r4 SCISSOR GABLE "T" BRACE
SCALE: N.T.S. �5 SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S.
MAX. 9"
UNSUPPORTED, 8d @ TO/C
IF >9" SEE I O/S5 r-WOOD TRUSSES
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. SIMPSON HGAM 1 OKTA W/ (4)
E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 3/4"
JACKTRUSS
TITEN TO CMU
SEE PLAN FOR
,qq!NECTION
OF THE LAST LA
2x4 "T" ON TOP OF PANEL
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
EXT. WALL CONN. (@ 1 Odx3" @ 4" O/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARIffG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 (" 9
ADDITIONAL INFORMATION.
4INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL rj_"'�
12
6.9 MAX.
SCALE: N.T.S.
TOENAIL i
(2) 16d NA
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK'G @ 16" O.C.
(2) 10d x 0.131"
TOENAILS EA. SIDE
CONT. 2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
S5
1" BRACE W/ 10d @ 4" O.C.
/—(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
S5
J1 - 1�
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
SCALE: N.T.S.
OVERLAP TRUSS BRACING
6" OVERLAP
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2)16d PERJOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rM
SCALE: N.T.S. S5
1' BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING wl (2) 10d
24" O/C (TYP)
TOE NAILS AT EACH END @
z
W
\-BRACING w/ (3) 1 Od x 3" AT
EACH CONN. @ 24
O/C
-MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
s5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
31-0" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"xl 1/2"SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
/—CiABLE TRUSS
\---STUDS @ 16"O.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
W
0
CORNERJACK
<
W
z
0
HIP FRAMING REFERENCE PLAN
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
bl'o.
1
um
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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......
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Flodda Building
Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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1X4
1 x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
F
4%# UNACCEPTABLE INSTALLTION 40
DOOR JAMB (REFER TO PRODUCT
P.T.
TO PRODUCT F P.T. F TO PRODUCT
PROPER INSTALLATION MAX. 8" DO NOT DO THIS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
E X/
APPROVAL FOR CONN. APPROVAL FOR CONN. X 4
APPROVAL FOR CONN. x4
TF
#5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
)T/1 x4 P.T- 3/16"0 X 3" LONG FURRING
FURRING FURRING (2) ROWS 3/16" x 3-1/2"
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
3-1/4" LONG X 3/16"0 TAPCONS TAPCON @ 16" O.C. &114"2X8
TAPCON. INTO
(TYP,)
STAGGERED @ 16" m 1 Y2
BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8
4
PER MANUFACTURE 1" DETAIL 2" EDGE DIST. ATTACH
MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS
3" DETAIL
90- HOOK (TYP.)
STD. 90^ 41%*
2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C.
FILL SOLID HOOK (TYP.)
BOTH CELLS
FACE NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER
TO PRODUCT
JLJI
METAL SEAT PLATE
O.C. & 4" FROM D OOR JAMB (REFER 1/2" DRYWALL
1/2" DI
NOTE:
N. 1 x4
APPROVAL FOR CONN. 1x
EACH END W/ MIN, TO PRODUCT 4 E
-1
ILV
LAP SHEATHING TO
DOOR JAMB (REFER
APPROVAL FOR CONN.
2"EDGE Dl,,:S- �j 6".
TO PRODUCT 2" EDGE DIST. 2x8 P.T. w/ (2) ROWS 3/16"
BOTTOM OF BAND
JOIST TYPICAL
APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16' 1x4
O.C. & 4" FROM EACH
O.C. & FURRING
TAPCON @16 END w/ MIN. 2" EDGE DIST.
DIST
4" FROM EACH END wl L 2x8 P.T. ATTACH SECOND PLY w/
W/
4111�
'MWEB 0) FIRST COURSE
NOTC
SIMPSON HGAM 1 OKTA @ 12 O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
'n r MIN. 2" EDGE DIST. X8
x P.T. AS REQ'D (2) ROWS 10dx3" 2x
2 P T A"
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O.
STAGGERED @ 12" O.C.
2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL
NOTCH WEB AT THE
±5" FIRST 2 COURSES
BLOCK
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS� �CC
LED CELL PER
�H
FOUNDATION PLAN FILLED CELL INSTALLATION �
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.-
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
A
-A
UPLIFT CAPACITY = 805 # FOR 1 STRAP
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
= 1610 # FOR 2 STRAPS
SEE NOTE 1 BELOW
FILL 1 st 4 COURSES
SOLID W/GROUT
EMBEDMENT INTO BLK.) 1/4" MAX 2- 8"
1 PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
ARCH BLKG. & BUCK
BLOCK HEADER Z
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
1/2" DRYWALL
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
ALUM DRIP EDGE
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BRG WALL TYPE
2 x 8 45' DIAGONAL (4) 10d NAILS INTO --LEAVE
INTO
A CUT OUT IN O.S.B. ON THE
PER PLAN 2x SUB FASCIA
BLKG
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
2x2 #2 P.T. MIN,
FOR OVERHANGS BETWEEN OVER 1 1/2"
i
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
IN THIS AREA
POLY CELL IN �H jS AREA
2 x 8 45 DrAGONAL BRACE AT EA.
FASTENED PER NOTE
2 BELOW L
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. � 1. . . ... ... ...
Al
-CELL
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 10d NAILS
CONT VENTED OR SOLID SOFFIT
L
. —
I n I td all 0 INTr) ,
e ) v Sz
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
CONT 2x4 NAILED TO -1 9x BLOCKING NAILED TO TOP
OVERHAN
A
CONNECT W/ 8d NAILS BRACE/ BLKG.
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
\-PROVIDE
N.T.S.
w/ 3-12d NAILS, TYP.
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR-' ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
TAPCON WITHIN
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
RETROFIT WALL OVERHANG DETAIL (NTS)
INTO ARCH BLKG. PER
4" MIN. OF BRACE
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
FOR OVERHANGS BETWEEN 3/4"TO 1 112"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
FNOTE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 77771
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
- CMU w/ 3" LONG T-NAILS @ 24" O.C.
4'MAX. RAD.
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
- WOOD wl 0.148"x 3 1/4" @ 16" O.C.
ARCH DETAIL
MIN. 4" EMBEDMENT AT 16" O.C.
3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
11-0" 51-011
SCALE: N.T.S.
1�11 �S
12
L , 11
JACK TRUSS PROVIDED BY SEE
STRUCTURAL SOFFIT
I
I
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
SF01 SCALE: 3/4" = V-0" (--) FOR SOFFITS V-4" & GREATER
&
OlLf IN ISH FLOQ 3
2
x 8 BUCK - CONNECT TO BLOCK SECTION
ROOF SHEATHING ATTACHED
REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS
A .
=Kj= F
WITH
1/4" x 3 1/4" TAPCON (11/4' MIN. B-B
PER NAILING SCHEDULE LL
THAN V-4" MID BLOCKING NOT REQUIRED
__--#5
EMBEDMEN
/4" MAX 2-4- 8"
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
A , A
1110 BAR
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS SIMPSON
. .0"
V CENTERED W/
IN TOP
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
2 X 4 #2 SYP SCAB TO SIDE OF
A 9
KNOCKOUT/ N
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
A
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2x r
0 (2) 10d NAILS @ 8" O.C.
%
MONO FOOTING 11 A.
PROVIDE 2 x 8 DIAG. BRACE BTVVN,\
PROVIDE (2) MIN.
:
CONT. W/ (3)
4
TO TRUSS TOP CHORD
—
I C_ - . .
SIZE AND REINF. PER PLAN
E
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
BUCK WITHIN 4"
12d NAILS
+
+ �AtQ r
+ PLYWOOD SHEATHING
AND SECTION DETAILS - -
BRACE EXCEEDS 24"
- (1)
JACK TRUSS PROVIDED By—/
+
S B ON T
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
+
+
CLEAN FILL A
2 x 8 VERT. BRACE(S)
)0
1��ULATION
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
+
+
.0. .
DIRT
TO BE INSTALLED
00, 00,
+
BLOCKING AS
4'-0" MAX SEE PLAN
+
REQUIRED
A. . CD
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
+
TO SUPPORT
ffTANDARD
i gy HOOK
#5 BAR IN
TO FIT ARCH CONNECT W/
!::I
NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' 'WOOD
TRUSS +
+ SOFFIT
+
FILLED CELL
8d NAILS
�-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4'MAX. RAD'
SHED ROOF ENDS TO BE SCREWS @ 16- O.C. MAX. OR IF MASONRY
2X4 Syp
%
INSTALL WDW, SCREW
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
EACH TRUSS
273ta=
!k
THRU OSB INTO 2 x 8
_'N�
SHALL NOT BE FRAMED AS O.C.
'\\—
ANCHOR INTO ARCH BLKG.
rK
HIP.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS
B-B
ARCH DETAIL
DESIGNED ONLY FOR THE SECTION Q ENTRY rL
CONNECTOR
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
�,
INSTALLATION OF SHINGLE SCALE: 3/4" V-0"
1\
SECTION DETAILS
�S
I AND METAL ROOF FINISH �S
SEE LINTEL
SCALE: 3/4" = V-0"
I
SCHED.
GLASS BLOCK INSTALLATION NOTES
ENTER SOOIT
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
PRECAST LINTEL IS%
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EE ELEVATION
EXTENDS TO SILL.
FOR OVER HANG
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
-(MAX. 4'-0")
L�1�
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
lu� DRILL 3/4"x5" MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
"S" "N't. EXPANSION STRIP
SECTION Q ROOF EXTEN SION rM
EPDXY CAP TO PREVENT LEAKAGE
. LACE
TYPE OR STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION (P
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
SCALE: 3/4" V-0"
S
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR
-
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
- W W M AT PERIMETER
1/
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
(1) #5 BARS CONT. - WHERE THIS CONDITION
#5x6'EMBEDDED INTO EXISTING BOND BEAM
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
- OCCURS
TOP WITH MIN. 3"
SEE SHEET D2 AND
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
COVER 61-01,
SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR
0
U)
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
1/2" NAILS TO STUDS & (1) - A MORE INFO
<
M
FILL CELL FULL HEIGHT W/
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
%4
5/8" DIA. ALL THREAD ROD
U_
0 9
NON SHRINK GROUT.
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
EPDXIED w/ SIMPSON "SET"
Uj
rA
REINFORCING AS FOLLOWS:
EPDXY MIN. 6" EMBEDMENT &
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .�:, SEALANT
..
3" MIN. EDGE DISTANCE
;� a_
F- :5
k
#5x6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE. i" MIN. LAP SPLICE W/
EXISTING FOOTING (2) #5x6'IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
CO
FILLED CELL
SMOOTH. DO NO FURROW.
C14
DRILL 3/4"x5" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
NOTE:
C14
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
<SEALANT
z
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
ot,
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
a
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
t'. \\�(2) #5 REBAR. MIN. T'
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. 01 COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT
FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4" = V-0"
RETROFIT FOR MISSING MSTAM STRAP
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
I
I
SCALE: 3/4" = V-0"
1
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To the best of the Engineers knowledge, information and belief,
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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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SCALE :
AS NOTED
SHEET NO.
SS
ROOF
SEE '-'u
PLANF__� SHEATHING
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
N
(2) 12D NAILS —
AT 12" O.C. MAX
HIP
G.T
(2) 2x8 #2 SYP w,
O.S.B. FLITCH PI
TOP @ TRUSS E
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 44 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
VVI I vu I I I vv"� BEAM @ RAISED ENTRY
CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL ENTRY FRONT WALL
�C_Y
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
w/ M IN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
S I M PSO N HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #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
----Z—WOOD TRUSS —j
A
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
VARIES
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d _41— COMMON TRUSSES.
TOENAILS TO TOP SEE TRUSS PLAN
4"to-1
PLATE & (2) 12d END MIN. (2) 2x4! FOR CONNECTION
STRUCTURAL SHEATHING NAILS TO TRUSS 1 !
ATTACHED PER NAILING SPF TOP INFORMATION.
BOTTOM CHORD
PLATE
SCHEDULE
,�,VARIES SEE PLAN
VARIES W/ FOR WALL LOCATION
"zf�j ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL
SCALE:NTS
OIL SEE PLAN FOP
TOP OF WALL
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
PLATE BELOW
M I N. 2X4 #2 SYP P. T. P LATE
4 H
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE @ 3" FROM EACH END &
PLAN FOR MORE 16" O.C. MAX.
INFO.
SECTION @ ENTRY r8
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
3IMPSON HUC410 wl
6d INTO HEADER &
Od INTO BEAM - SEE
=F PLAN FOR MOI
NFO
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
CONNECTION INFO
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM.
CONNECTION INFO
OPTION A SCHEDULEIPLAN OPTION B.
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
CORNER
A �� A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
SEE FOUNDATION
L PLAN FOR MORE INFO
SCALE: 3/4"=V-0"
COMMON BM. ATTACHMENT rj�8
SCALE:NTS
EXTERIOR SHEATHING
ATTACHED PER
2X4 STUDS W/ SIMPSON NAILING SCHEDULE
V
SP1 W/ (10) 1 Od NAILS
L�
AT BASE SEE J/S6 FOR "I
MORE INFO.
2x4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 10d x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
M
16" FLOOR SYSTE FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
�2
CONNECTION K"2
SCALE:NTS
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRUSS
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
kSEE PLAN
FOR CANT
7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
OPTION C
BM. SPLICE OVER
CENTER OF POST
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL
4'-0" O.C. TO GABLE TRUSS
OR BEAM A. .
BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE
rl 2'�
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) 10d NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE
LUS26-2 w/ (8) 16d NAILS TO
FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
2X1 0 #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
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ 0 0) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
LOW ROOFNVAL
STUD)
SHEATHING ATTACHE
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS1 2 W/ (14) 1 Od x
1 1/2" NAILS TO BLOCKING
BELOW @ 16 0. C.
AA
PLYWOOD
FLOORING
LOW ROOF TRUSS W/--//
(2) 2x6 BLOCKING UNDER FLOOR G.T.
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR
16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @ BUMP OUT('39
SCALE:NTS
DETAILS & SECTIONS
C"!
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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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
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
--2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
-WINDOW FRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
CLADDING AND WINE )OW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1 . Cut, fold up & temporarily secure %
resistive barrier above header to allow tor
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and sea] with tape
DO NO-
BOTTO
G
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHIN
SHEATHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING
EXTRUDED SHOULDER DECK JOIST
2x FRAMEWALL
SELF -ADHERED FLASHING
PRODUCTS DETAILS TILE FINISH
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as #9 in each detail that corresponds to the
) in
numbered items in the list o instructions below:
1 Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation andto
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
1/2" DUROCK-
8" CMU
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
kSHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER - LA I .....
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
Q
2
§ I SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WPO-1)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
E
AM
Q
1'4" PER PLAN
l'-O" PER PLAN
4" OR 8" CMU
(PER SEAT DEPTH)--i
FILL WITH GROUT Z
SLOPED MUD BED
4
VINYL SHOWER PAN
SL PE
4
SHOWER SEAT
:�J
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
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WINDOW UNIT
FLASHING REQUIREMENTS.
DOOR ROUGH OPENING
SLOPE
0.3 in: 12.0 in
R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
3/4"-1 "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
EXTERIOR
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
PROOF CAULKING
CEMT. FIN.
within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
SELF -ADHERED FLASHING
BUILDING PAPER
draining to the exterior water that penetrates the exterior cladding.
WIRE LATH
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
SUBFLOOR
a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior alls N 15 as h lt f lt h ll b li d h i t ll
pp
pp
g
.
p
pp
or
z
a
y,
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
RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
A sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
A A
V 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 SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
Ai c equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE
FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING, SEE FLASHING SELF -ADHERED FLASHING
shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
FLANGED WINDOW
(SEE DETAIL WP`01) 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
(BEFORE FOLDING, SCORE
SELF ADHERED FLASHING, RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
EXT�ND A MINIMUM 6"
ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD shall be installed at the following locations:
1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
4
I I
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
7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 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
ISO
AMN
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4. Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
I Water Resistant Barrier 7.7.At built-in Quitters.
-LF-ADHERED FLASHING
kTCH
HERED FLASHING
2
4
5
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING, 'OSB', PLYWOOD, DENSGLASS
ER STOP
kST
NTINUOUS BACKER ROD
EALANT
vIENTITIOUS FINISH
Lath
Sheathing
Stucco
RUCTURAL FRAMING
RUCTURAL SHEATHING
RIP OF SAF
AINAGE PLANE WRB
ND BREAK WRB
LATH
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
er block
ov
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
LIZ
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/0"N 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
C14
To the best of the Engineer's knowledge, information and beflaf,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building
Code -
Residential 7th Edition. Engineers signature and sea] is only for
the structural engineering portions of the drawing
pages bearing
Engineers signature and seal.
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4-112'x 4- 1 .-*2'x 2-12"
bKk Cross Support
See Anchor Schedule (May be cut to W)
Right Bracket (16 Gauge)
Bolts
1/2" Dia. A325 Galv.
(Typ')
414 Self-Dril ling
Screws
A/C Ill Bottom Edge
HurricaneStralp
Washers (Typical: 3 in front)
Front Cross Support
Self -Locking Nuts (May be cut to W)
Left Bradclet 0 6 Ga ug.e) If 14 Sell"I Ing Sicrevirs Thru Brackets &
BackCross Support Into AIC Unit Bottom Side
(Typic& 3 each side for hurricane use)
-4-d. thatialliet., W enith _h Huchrecuatc -Au atral-
=z"llevallow upon "idaw
fiw *a apply)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detall
Page I al
1", 21
2&
Enift car
292
20
7vp.
veral
Manufacturer
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Flo India Dope rtme I of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detall
page 1 .41
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Jason Shumalu, Zachary R Prest LOCKA SoaI%lon P E
Ofil10I 011,09V2020
oano(2020 IDA3=0 Appr..d
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Foride Registered Architect ore Licensed Mince
ordere.ital Fratineer
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gat Iturl or Name
Quall Asateral
Pnedud Description comw Expiration ode
ApprigIno tor Use Audormand
in NVHZ outside,
for I know posim
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DMC 10ONS. DMIC 15083, 1 175S, OMC 200&t 12131=25
Y.
No NIA +00410
011I
Flo ridis De pa ament of Business & Professional R eguls flon
Building Codes and Ste recta rds,
Product Approval Application Detail
P.D. I of 3
117/2021
It
21L. wt
Data Pending
TX22 Verificin
MnufW,-
Conted
VNdtd Ev
Vallichatud Submitted
F6C Azonarral
Apal
Stat_
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Ryon J. II P.E.
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cat.gloryt acerar 0-
(800) W-7624 PE-43409
($13,761
subcategory: Swinging Extonot Door Aaaernict
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Compliam.. 1110.1told: Evaluation Report torm a
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Florida Registered Architect or a _k III Florida
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Product Deurbzo
QualltilAssurancit
Aparoyarg for Use Approntild
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for Use
Impact
Resistant
Derson
PL"SUN
1
al and Smccth-Str
hicarral 64#39�8 "timpeci9quot. Opawe
12P31 R021
No
Yea
Y.,
WA
Composite Edge I'llnergettIe Single Door
thentingrOutswing : X codgurarsul
2
b Therm.-Tru Fillber-Cimll and Smootti-Slar
Nominal 6&439,111 &NdAmpact4liquot. Opal we
12/31 (1
No
Y.
Y.
NIA
Comporelta Edge Ft, -gil... Sungle Door al
"Il XO' OX or OXo
configurabons)
3
Theaml Filper-Chl.lo and S-th-Stal
Nomir.163935i'li liquarricaptutuquoir Ool
1VW20211
No
Y-
Yes
IWA
Composite Edge FIberon-, D.Ipla Door -.ft or
,.,,th.t Sidelines iina(CI XX or OXXC
configurallons
4
d. Thent-Tru Filbor-Classic and Smoolli-Star
"..he 88"'l &I I.P.-tiliquot. Ope We
12/31fMI
No
Y.
Yes
NVA
Composite Edge Footnote, Single Door
im-9noutt-ing X onnnWrliboh,
5
a Thrimet-Tru Fbar-Classic and Smooth -Star
N-h,.l luitil 11"I Impact4upt. Ope, que
12/31 �20211
No
Y as
Y.
WA
Composite Edge Fibergles, Single Door with
Su'dialitoc"tur-hanDut"'Ang XO Oxoil
6
f "Iternal Flbw-Cll and Smooth -Star
Will 84"Ill Opecul,
1261,2021
No
Yes,
Y.
N?A
Composite Edge Fiboraties Double Door -�* or
without Sidelters (InswingrOunnering XX v OXX0
oonfiguutbon )
7
g IrramI FlIber-Cleasic and Smoom-Ser
NortunalaU39.6 GaI
imi'2021
No
Y.
Y
NIA
Composite Edge Fiberalles Single Door
itraraing'Cuta-Ing, X _11gumbon!
h Th*I Fibll,-Claei. and Srrocrm_�.r
Nominal SAI ticculdtlaud3cuut: Geared
lminoI
No
Y.
Y.
N/A
Composite Ecill Fical... Single Door wim
ScI.R.C.) (In-ingrOut-ing: XO 0 X or OXO
config.retion.)
1, Thermil Floer-Canso and Smooth-Suar
Normnal 6&03' 8 &WctImp*c1&quol Glued
12131,2021
No
Y.
Yes
NIA
Compoette Edge Fibaphies Dol Door with or
'rmoJI131,11 talthereingtounatingimpil
-Va." :%)
WR
12 1 rhearra-Tru FlCemo and smooth-Ster Machine! 8&0139�0 SquWauxed4cl GaI l2nift2il No Year Y. NIA
Composite Ed" Flicargue Dwole Door with or
"ftcut sidebill itnewnwoull-4hic XX or OXXG
onarlig.,abons)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detall
P.9 I of 1
16=1
February 12, 2021
PRODUCT APPROVAL SPECIFICATION SHEET (2021)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prWde the infbrmation and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying lbr a
CategoryiSubeategory
ManugMturer
Product Description
Approval Number(s)
Test Pressures
Expel. Date
1. EXTERIOR DOORS
IThermaTru 1
1
I
A. SWINGING
Fiber -Classic and Sm ooth-Star (NON -IMPACT)
FL20461.1
+67.01-67.0 psf
12/31/2021
ThermaTru
Fiber -Classic and Sm ooth-Star (IMPACT)
FL20468
+67.01-67.0 psf
12/31/2021
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.01-80.0 psf
12/31/2021
B. SLIDING
MI Windows and Doors
Series 420
FL1 5332. 1 - F Ll 5332.5
+40.0140.0 psf
12/31/2024
PGT
Series 5570
FL251.9
4/14/2021
C. SEC11ONAL
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
FL1 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
FL15349.1
+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 HardiePlank Lap Siding
FL1 3192.1 - F Ll 3192.2
A. SIDING
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented SoMt
FL1 5272.1 - F Ll 5272.2
+75.01-75.0 psf
12/31/2021
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tam ko
151b Felt Underlayment
FL12328
N/A
10/18/2021
C. ROOFING FASTENERS
NOTUSED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
1171orida
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA4 Exall 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
12131/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL1 5076.1 - FL1 5076.2
N/A
12/31/2021
All American Shutters & Glass
Galvanized Steel Storm Panels
FL1 7869.1
N/A
12/31/2021
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12131/2024
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 Lintels
FL1 58.1
N/A
5/21/20222
:Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1 774
N/A
5/25/2024
The products listed below did not demonstrate product approyal at plan re%Aew. I understand that at the time of inspection of these products, the lbilowing initirmation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida Department of Business & Professional Regulation P.O. 1 arl,
Building Codes arid Standards larlw
Product Approval Application Detail
92k
Sal or
JAU 2ft
Dote Pindria
Gas
Mal vanultal
Id-riectimor
Coal Encil- & Li-
validated 9,
validated Submitted
FOC A -,I
A�,,d
ama
R.,4ai- 2020
Thermal corporation,
Ill J.M- Lynclon F Schrind, P E.
Ryan J King, P G
07r=m OT/12/2020
07`12W2020
1011312020
Apv-d
canagely, exterior Oppre
(9001843-7628 PE-43409
013) 767-6555
Subcategory: &*9mg Exterior Door Asearritale.
suithapentionothermadru cc
Compliance NOmd Exaluailon Raoul tom a
in
Floret a Regttred Archil or a L w. d Florida
P'tirearacced Engineer
FLA2§tM4t3 Product,
Apormhad for Ul Amoyed
for Vu
knwl
Denslon
al
Produm Modal. Nearrillew or N�
16M
In HVI curbilde
lit"Kant
ler
1
a. Thenme-Tru Fib*�Classlc and Smooth -Star
Nominal 6039.8 "ot;Ihorectilquot Opaque
1213112021
Yes
Yea
Yea
WA
Corrippaire Edge Flbol Since Door
(linealngOulselhit; X contiturell.)
2
K Thermal Fib-Chisaic end linnooth-St.
Norninal 61111 Opaque,
i2131=21
Yen,
Y..
Yer;
WA
Con"te, Edge Fbvi;%" ShIga Doorwith
&ddkt�S) (Ine"ing"Ou"'Wrig: XO. Ox or OX0
conliguralorai
3
c Therml Fiber-Chert- &I Stirooll
Norrinel 09*39.8 Opaque
12*112021
Yea
Yea
yea
WA
Compoeta Edge Fiberglass Double Doorwith or
AthoutSidielph' (traxtingrOutlaing: XX or OXXC,
configurational
4
d. TharmaI Fib-Oaasic end Strouth-Star
O.P.08,cluct, oplaqu.
12/3112021
Yea
Yet,
Y"
WA
Composite Edge Rbargass Shole Door
(In-rignOut-Ing. X.-Illituerbom
5
1 ThernwTirit Abvir-Clasec and sincom-Suat
Nominal aillill alled:Irribectilti Opaque
IM112021
Y.
Yea
yes;
WA
Composite, Edge FIblergleas Single Door win
Bdald.(.) (minvireCul-hil XO OX or OXO
"'figunitiontu
6
f Tlr�-Tru Fber-Classic and Smoolnftr
Non"Imill 88011 alcupt:11"I'llitutiquot Ool
12J3112021
Yes
Y.S
Yes
WA
Composite, Edge Fiberglass Double, Door YrIth or
.0thout Spirits �Ins-Ang,'Culaxfing; XX or OXKO
configurations)
7
c. Thermal Fluar-Classic and Smooth-Slar
Nominal 60N:8 OicitAnpacisq'ot Glazed
12`3112021
Yea
Yea
Yea
NVA
Composite Edge Fiberglass single Dcor
ths.ingouta.migi; X,aniguration)
8
h. Therme,Tru Rbor-Cliell shot Smoom-Sta,
Nominal 69439',g Gilized
i2J31)2021
Y"
Yea
Yea
WA
Composite Edge Fiber" Single Dourvith
SdOlmsi (Imp,InoQias�n9; XO OX or OXO
_11g.r.tion.?
9
1 ThemI Filer-Itissi. and Surnallistar
Norrined 09439.8 &wokipectil Glued
1213112021
Y.
Y..
Ye,
WA
Composite Ecig. Fiberglass Double Door -AM or
'Ithourt tsditiblet (risx6rigrOurtairnit: XX or OXXO
configurations,
10
J Therru-Tru Filb-CitsI Sexxoth,18t.
Norrinal 8&A39,0 t6quat:Impectiquot. owed
12131r2021
Y.
yea
Y.
WA
Composite Edge FlIberght. &.We Door
(haronlioulwing; X conliguretion)
11
l Therninei-Tru Floer-Cleasc and Smoothl
Noll again Oliquot:"clarquot owed
i2(31r2D21
Yes
yc,'
Y.
I
Computer Edge Fibergal State Door with
Scialkine) fl-IneOut-ing. XO. OX or OXO
configuration.)
12
1 ThenI and Sprecer-St.
Nominal 8"39.0 Glazed
QM112021
Y.
Yes
1.
WA
Corporate Edge Filial Doulcier Doorwitri or
.I,whout Sidelool, orsaingrout-Ing; XX or OXxo
configuration.)
13
in Theril Ftbar.Clastrac and Smcamaintr
Nail 64939 A 8,quat:11impectiquot Opaque
12/31n021
Yes
Y.
Y.
WA
Composite Edge Rbragh Surig. Door in
ii,ceiat'NorrimpectI sidettiI
(InsaringlOurphl XO. OX or OXO
14
n. Thermal Rb.,�Cunaxcranxd Smooth -St.,
Norind B&AII &qee*;"d&ql Clude
12/311201
Y.
Y_
Y.,
WA
Composite Edge Fibixglass Double Dorerwril,
&I Sids4lies onsaingrOuWng:
OW configural
15
Th.mal Fultai,Qatai, and Shnooth-St.,
Nommuld 6$*1 &Cpud;khppekMpL opal
i2J3112021
Y.
Y.
Year
WA
Conneceft.Edg.tribiaglituSingi D--,kh
(InsiringrOultial XO, OX or OXG comigurabothl
16
p. Th.-Tru Fiblu-Cleal-nedl arroom-S",
Norninal all &WdArcadliquot, Opaque
12131r2021
Y.
Y-
Y.,
WA
Comporaft Edge Fibergirela Deatter Door aith
&q.d;N-Impad4cvof Sidelt. (InsxmgOxusihg.
OXXO contillpemati
17
q. Thel-Tru Filter-Oil.l. shot Strocith-Stbur
Nominal Siluill Opaque
12(3112021
Y.
yea,
No
WA
Conniucaft. Edge Mbergl Sl Door
(InsnimiltOuriwing; X "prIgurshol
18
r Thermle-Tru Fbar-CluI and Srhoollh-St.,
Nammad 6&*M A 8,quaLN-Imprictliquot; Opq..
IT31/21021
Yea
Yea
No
WA
Compixert. Edge Fiberglass Qrol. Do. Ith
Sidoldl thaxnIngOutinyrit, XO. OX a OXO
colifigurationsl
is
a Therma-Tru Floar-Citilanc and Smoodil
N orni n at 6 MM " "ot, Non-firipa" qua; Opaque
1213112021
Yes
Y_
No
WA
Carotene Edge Flbergl Double Dooraith or
Mm out Sidellbes (InseadinglOulull rg: XX or OXXO
confil lons]
20
L Th-.Tu folar-Cl.,sic and Srhocm�Sua r
N-m -18&939.0 Opaque
lV3112021
Y.
Y.
No
WA
Composite Edge I'lluere.. Single Door
C InexxingtOurt-Z. X tonlisimation)
71
u. Tha Imp. Tru Fiber-Cansic aW Sm oom.4ft,
N arrin al 88" -.0 clud; Cpaq..
1=1n(121
Y.
yes
No
NIA
Corporate Edge Fiberglass Singe Doorwith
acted I �) ilmseingOul Who; XO. OX or OXO
configunations)
22
v. Themel Fibet-Clasec and Smooth-Sper
Nonlrad 8"39.10 Opaque
120112021
Yes
Yea
NO
NIA
Comiticel Edge Fiberglass Double Doorwth or
.b out sh"alt. (Inwhorouhirwril. XX or OXXID
configurilt"'I"
23
Th-Tru Rbee--4sac and SmocalShir
l4cinrinal 09#39,8 ilroud:114-InVictlittruct; Glazed
121
Y.
Y..
Nlo
WA
Composite Edge Inbrada- Smile Door
, In-Ing(otsarmil X .-Iiiratom
24
x. Itancl Fiber-Classlo and $moct-Star
Nominal 5"1 Glued
12`3112021
Y.
Yes
No
WA
Compoeft, Edge Fibitrorrea 0.91. Door with
Social (IminxingiQuionfing: XO. OX or OXO
configunalone)
25
y Therma-Tru Foor-Chisil and Smooth -Star
Nominal 66#39.8 Glazerd
12131(2021
Y.
Y.
NO
NIA
Compul Edge Rbargla. Double Door atth or
Y41rcut Sidezee 0meMrWOut9Wng, XX a OXX0
configurational
26
z. Therml Floar-Clasida lend Smoddr-Star
Nominal 88"g "M�N-IrT1pcnl Olazed
1=112021
Y.
Y.9
No
WA
Compoill Edge Fiberglass Single Door
X c�lgumtm)
77
ce Thatine-Tru Fiber -Classic and Stnooth-Slar
N."Imad 41943CO &QUaNcri-Iripactill Glazed
12131/2021
Y.9
Yea
No
WA,
Composite Edge Fiberglass Single D=Vkh
5ftWI) fl-winginOuturarrit. XO, OXor OXO
conligunational
28
rh-Jru Fiber-Olissic and Sm..M.St.,
Norrinal II&MO
QW12021
Y.
Y.
No
WA
Corporate Edge Fiberglass Double Doorwith
witch put adelites (InixinnilrOuta,,ing, XX or OZ.
configuration.)
Florida Department of Business & Professional Regulation PaII &2
Building Codes and Standards
Product Approval Application Detall
Q1ft EntK� car 21111 Data Faced- A&
MM Verel Omnfaft- Contact In,],,& License VAdMid 0, vall" Stibrilted FOC Approval Amarl
R.Iiaxpr 2020 ThermaJwCarperaticI R-AW.- Lyrd" F S""m P E Ryan J King. P E 1OMN2020 07112n020 07r4W020 1GM31M20 Appr"d
Caltaill Extror Door. (800) 8,34628 PE-43409 (8133 767-6655
SubC.Nearr- Swinging Exterior Door Assalmollia slatipersonothernatruco
compliance WAthD&. SxuJOI Report torn . m
Flonda Regill't"red Architect we Licanted Florida
Prof. sectral Engn..
PLA20M-IgPrad,-
Quallity Alineurancia Aloarcheatincerthi, Aicitercl for Use N.� Dandon
Nismear I No- leodul Description Cgotul�t=.Qiiij jaj= Oubdid, HPAU R,dt"
I Fiber -Classic and Smooth-Shar Nominal 68ul &quorNon-lumbacNicluct. Opaque No YIa No N/A
Composite Edge I'llte-glithire Single Dopt
(InarincrOutstaing; X configuration)
C&k
I= variation
R-.i- 2020
Mt Wind-iind Door.
Category sIderor 0-
SeebCareattiln ending Exhar Ow Assemblies
CornpIlarce Metal Enustion Report tom a
Flori Registered ArchR.0 cra Licareed Florida
Pirpnernsionill EnSim..
N'U'MIS
W'"
UMM"l
2
SERIES 420ALUMINUM SGO
3
SERIES 420ALUMINUM SGO REINFORCED
4
SERIES 420ALUMINUM SOID REINFORCED
5
SERIES 420ALUMINUM SGO REINFORCED
9mb
UctLz 2a 20 Data lasandiree
so, W-1
299
ZUg` Version &UnufKturw
cmtact validated By Vidid&M submitted PlIC AWMVW
Aboroved @tans
_A1211. version
Illarturfacturair
ReI 2020 PIGTInd-I
Jene R-AA Misiml-Dild. SCCO - CER Ifiar-i-Dd.115000-VAL 11/191 101261
1 V24r"20 AWO-A
ReAsion 2020
Winal a-D.R., a dWsion or Overhead Door
category; Exithip, D
J941) 4811 (7116) 315-25K
Corporation
Subcategory; Sitting Extrnar Door Aninniblas
pos-ld"nell...
Category: Exterior Door,
compliance MthoO: C"cabon Mark or Ual
ulacalactchil sections] Et- Door Asixamblers
Corripilance 1111.1111did! Elaituatlor, Report ft" I
FLOMAMPtad..h
Flodds RegisterindArchdrector a Licensed ,.do.
Professional Engineer
Quality Assurande, Acorte"Aforlull Amroved for Usa
acted Health, or Name
lanaltict D.-Ital Ccirill Data "Vwz Duteld, Hl
Iterehatent P-,
0 70 (Larger Milial fiall
Vir,,4 Sitting Glune Door Year Y"
Yea WA
=ll odl liumther or� Kim
01MI200411105
10
8000,111OW200#1123
Florl& Department of Business & Professional Regulation
Building Codes a red Sta riclairds
Product Approval Application Detail
Page i of 2
1 6=1
Intity or
a" 2"
13.1. P,,I-
20
validated 0,
submitted
F9C Approval
A,-
ALIWL
Eir-1911- Lure Robeft Lomee
Sternan M I Pr
10)(3812021) ioxI
10AW1020
12,1512020
App-I
(717) 365" 330 FI 4
(7171317-6454
binfling.'armtrd.cohn,
Prodeact D-kffi,�
SERIES 420 ALUMINUM SGID OXO
Qualft A,,,-
12011121024
A-,-d for Us, A-,,d
I, HVKz outside
No
to, the
HVNZ
Y.
Imixed
fl-khant
No
Dealon
preseu.
N/A
145-31"quotulWpual: NON -REINFORCED
SERIES 420 ALUMINUMSGD OX XO' XX
1W1n024
No
yea
No
N/A
96&qu.t;x80&cucc NO�REINFORCED
SERIES 420 ALUMINUM SGO REINFORCED OXO
12/311=24
No
yee
No
I'l
145�314"x95".ct,
SERIES 420 ALUMINU M SOD REINFORCED OX
125112024
No
Yes
No
N/A
XO. )D(Wquot:x96&qr"'
SERIES 420 ALUMINUM SOD REINFORCED X"
12MV2024
No
yee
No
WA
143ticeia;x9as'licuol
Floril Department of Business & Professional Regulation
Bui Idi ng Codes and Stands rds
Product Approval Application Dettall
contact Engineer & uctursel
Dartlyn. K-I,h John r. SC21M
(W) 763-8121 PE-51737
dconishilit�yn'taruch c
m
laroduct Description
M#315. Max *il 14&039: Max, height GII
inaitable in top or section
1 611,038, MU Width, 1481 Mm helight. Glang
6�14bixl In top or hlemnedlide, section.
Page 1 (2
I&M1
291 DO Data Pendinto mt
Valldst,ld By VAIldlatend SLtENted FDIC Apprenral Approved am
Jalmair P� Annenct, PS 10/12M20 DMIV2020 10111 1211512020 APPI
(904) 821-5200
Quality Approved for U, hourciveld for Use Impact Dardan
In HVHZ ouladdir Resistant lentersure
2131Q02: No Ye: Y. 131001-35 00
213 1 r202 No Y. Y. -3Q.001-33.50
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Page I oil
I
Florida [)apartment of Business & Professional Regulation
Page I f2
Florida Department of Business & Professional Regulation
Page I art
Florida Dope rtmW of Business & Professional Regulation
Paget oil
Building Codes and Standards
1 &2021
Building Codes and Standards
1
Build rig Codes arid Standards
Building Codes " Standards
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Ml.m
QQI
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NMI
Wo.161111ho
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'I I !!,III
tn*v or
cortaot, find-,& Lk—, VAdgd 81
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Dow, Istaging
FRC AguraVal
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Carried Emaki—A.11— Veldialoll 8,
Cat Panama
Submitted FBC A-havol
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Q&
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anutw,ta
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feallt.
CQWad 0,,Mtm & UcMwinIe Vagiftid By
am 2"
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Door P-d— am
P&C AWFOVal Approved
awn
mm varthan
NW,4,=-
Entity or
Contact taggAKAUmm wa� m
21k Dot DK* Persolno
YWLWAtd Submitted LIL&MG"
A,--d
Re,~
2020
Curres Clylision of AADG, I..
CalloW. Exterior DoNs
"Catoprr. Exterior Dox Components
Carritillarist Method, Cwtftffhm Nkrk oi� LWhg
Tw Rafty UL LLC Troy Bishop, P.E�
�&I 494-2613 f954)947-06110
am. tiffirya—Mmy—
12MV2020 12101r:2020
1212V2020
Applosed
RaMeM ZD20
hill Wndmswd Dome
cattrow. wndvs
"LloCamilorli Birds Hung
orriollarre, Method: Cortitod. Mork or Lisbng
Breht shimor AnWm Antiftedural Steven I U60 PE
(TIT)361,3311 M—fied.—A—WIN (717) 311-6454
oubmilaternharo'corm
Quotas A'sares-
IIJ1712D20 11117/2020
ANnormul fist the, Auor .. d for the
11127r2020
ahead
APPI
parean
Affirmation 2020
P(IT Industries
Catisgaril: Wind—,
SubCaftoorr. single Hung
cei arshe M�ad: C ardlimuce Mark w UI
Jan. R—.W ilboral-Daider SCC0- CER lillarri-Di SCCO - VAL
(941)4N-0109 (786) 315-261011
ji-owskillitiogilindusides.t;
om
ilMi?D20 i1P5r202Q
1 Ili MAX
Appro�d
RI 20M
fill WrI end Door,
calergidar. what"
3ulaCattegorf. Hateomel Sid.
Compiliari Method Cwflffcwgw 11I a Lisung
BrentS10111.0, Amer— Archke,otural St— K UrIch, Pr
(717) 365-33DO llhhurft�turai Association f?17)31r-5454
b'NkUaQ.1md_
10MV2020 10manom
10,19=20
Appecx,ml
FL#Iua7lu
Product,
1w
-
In HYHZ 0"dis Ming
Resistant
Prawturat
FLOTsm4teptodut"
Quality Amr�
AparoNedforksy Anoro"d
for Use
Impact
Dedon
2
185 SH
52.72 FINFlares, Feres, IGI Single Hung IDA38,2023
NO Yes
NA,
�60[40
A,—
Anoothad for U, A—cmad
f. Us. ligaila
peeks,
QUWMV Assuranot
Anorosedfor use Antroyed fm Un
knmt
Dardon
SAIL9
in Hui
ould" wdw
Resistant
P I wou -
Leirnirmhad Glass
aw
BE*
Pro*id Vestriouthri Cpruad EmiallmDat
in HVICE OLM&
MVKZ Roewmt
p�m
canbnad EkAh� D"
I, HVII Quit0do H`VMZ
assistant
larsusturts
1
607, 70T, ?V, 747.757.777 end 547 Single and Pairs al
Fl. sh. GI.W. and L—wed ashilk, mul pairs of iwla(125
yes
yes
Yes
WA
2
8145500 (Large whole "Pod)
Vinyl %"Is Hung Wndw 07Mr-1025
Ifes
Yes yse
NJA
HS 1116 Fln and FI Frame
73.02 nsulaml Glass 02118)2024
N. Y.
No
-M-53
Doors
III metal dcons,
Florida Dope itrinant of Business & Professional Regulation
PINK I or2
Florida Department of Business & Professional Regulation
Page I &I
Florida Department of Business & Professional ReguistiI
Pop I (I
Florida Deportment of Business & Professional Regulation
Pq. I of I
Building Codes and Standards
I FV.wl
Building Codes and Standards
16=1
Building Codes and Standards
I&MI
Building Codes and Standards
115=1
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detall
____
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FBCAEara%qW
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manufwwrw
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Aparoyed
am
RI
2020
111 Whoi— and DNI
Category, Wookhet;
$LibC&t*Vfr. Axed
BrandIstimper �MrlArmlthsduftl Shemn K LI PE
t717) 385-33M Minf.Mrars A —hart- (717)317-8454
bsulinge.Wd—
1117=020 1112=020
1112am2o
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Afflonsift 2D20
PGT Mckistrass
colegai Wind—s
SubCatagair. Fired
Jam. R�� Nwhill-Dade RCCO - CER h%mI 131 -VAL
(9-4114WOJOD (786) 315-25M
InoBmidepiltindusalesto
1 IM)2D20 1105n)20
11111r2020
Approed
R-- 2020
AR Whds and Doorm
Cidegant, Whd-,
gbCAt.WF. W.O..
amastflinger Luis R Lomas. PE St- kt WIN. Pr
(717) 365-3300 PE-62514 (717) 317-8454
blittingthillithii
Ims*M 1010I
10AW020 12M5i%20
App—d
AMmetion 2D20
PGT Inwalros
Category: wr�
SLOCalthouthry: V.111on.
J., R.%..W lAant-Daw 61 CER Mlans-Dade BCCO VAL
(941) 486-0100 (786) 315-25N
Jinbectimidillipiltindustri
11M5M20 1110512020
11111=0
Appr"d
Complinn. OwhPt Carlifiimon NO&* or Liating
C"Il�Ndbod! Cortireali Man, m Lftling
Compiler" Mothod, Entuartim 1`14port tom a
Compiler- MM.A: Ciettlesdion Me* et Using
Ne
Fl.d& Registered Arthlto�t .. U—sed Florida
FLO'lS&6"14
Flpdmd.
Queelft. A--
Arshanowdfortlaa,
pirdeasi-al agi...
PrAdutt model. "UmbK "am
ProdukI Deetalptho
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In RVKZ out"
HVHZ
xa=
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In HVK outside
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Product Model. Mumbw or New
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ANNovied for Usts Abounded for thus
it] NVHI Oulaildle
ftoad
nodKm
Dersion
p�m
1
185 Pw
73.72finsul.t.dGJas. 04AI
No
yes
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2
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No
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MIA
Florida Depertment of Business & Professional Regulation
Pois 1 fl
Floricke Deportment of Business & Professional Regulation
Pole I or I
Florida Deportment of Business & Professional Regulation
Page I III
Florida Dopeftment of Business & Professional Regulation
pwifl
Building Codes and Standards
i19=1
Building Codes and Standards
fAI
Building Codes and Standards
1&,021
Building Codes and Standards
I
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
coo
Entity or
Data Pmldm
Aut
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21ft JIM& Chate Pending
no
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Chad DeI V Andr," Tan John Soultard, P. E
(909)545-6359 PE-81862 1352) 387-2-326
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TAMKO Building loroucts LLC
CategI Rooting
Kohl Ede Robot Mentrion John W KrobI RE
(417) 624-8544 PE-59166 i954)T12-M4
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Floods Registered Architect or a U—sed Flhddis
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Promme—al Engine.
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yes
NIA
INA
1
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No Y.
No
HIA
I
GAP Asphaft Roof Shingles
Ftwerew. refiriteroad 3-talb, leminsted, "tend 1 21116=2
No
Yes M fA
MIA
I
TAMKO ReO UNdmiyrnents (HI
Rof.nddyrranlsfor... in F 9C HVHZ 101IW2021
Y. No
MIA
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2
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liber—mart lap alking 1201112M
yet
Y.
MIA
MIA
2
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No
WA
hlpftkiW Asphalt shingles
pridtoes.
2
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No yes
NA
NA
juirosobots.
Florida Departmerit of Business Professional Regulation
Fair, I oil
Florida Deparliniont of Business & Professional Regulation
Par I it
Florida Department of Business & Professional Regulation
page I of I
Florida Departniont of Business & Professional Regu lation
Par 1 o
Building Codes and Standards
Building Codes and Standards
lffl=1
BLdl&V Codes and Standards
iffr.021
Building Codes and Standards
1,7=1
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Pat 20
Vater Pending
ft2
Goh
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Metal. Company (TAIMCOt
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Twy Chd*r.n Zadeary R. Preat Slesen K U1.11I PE
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(904) 7&1-W0 CSUCK Engineering (?17) 317-8454
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MIA
Aga
I
2
3
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TANICO Flat Top OftReg. Vent ft Smile tor TN.
TAMI Gmoi Vans
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TAMCO Roumd Top 0,11-Rial Vent vAth BI for Tile
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26 Us. Auto. rhf..MM. wits taffle 0SM9I
2691 011091206
20 9L italic roofv"Ithator win Integrated tauffle, O&MM
20 ga. Mato fwf vordiattor vefth baffle 091001
1, HVHZ Oubdide
yes
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yes
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yes
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yes
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N/A
NAA
MIA
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N/A
3
3- FLAI &QLki 10 Ridge Ventitituct:
AJumhum Ridge Varts for pitmed! rooft fabricated 12131=24
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WA
I
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No Yet
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No Y.:
No Y.
No Yes
NA
MIA
MIA
MIA
NfA
NIA
MIA
WA
WA
N/A
WA
M/A
Florida Departhrent of Business & Professional Regulation
Pass I al
Florida Department: of Business & Professional Regulation
Paris I at
Florida Department of Business & Professional Regulation
Part al
Florida Dspartniant of Business & Professional Regulation
Page I rI
Building Codes and Standards
WrA21
Building Codes and Standards
1,7=21
Building Codes and Standards
1,71=1
Building Codes and Standards
Irumi
Product Approval Application Dealt
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
mm
Version
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Called BrAhmff & Ue,msma Validated N
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Global Protect. Prdcts, LLC.
Category: Shutters
S.IoCal.g.ty, Stoms Panel.
r—pl]—MWhod: E-luall. Report from
Tim Robin— Walter A, TVIR J�. RE. John W. Kh-ti PE
(954) OW7545 PE-44167 (04) ?72-8224
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All Areadosto Shutter. and Glass
Colossi. shutters
likulloCiamilairr. eta. panels
Co"ftnw Mdhod! Lveluation Report thorn, a
Mike Gabon Fmnk L, Bernardo, RE Troy Bishop. P'L
(5611712-9862 PE-0048541ir ii)554o 947-000
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S.IsCothiliI. Prdutl, trt,.du.d .1. Result .1
Not Technology
Robert Gill, Samel A. Grombeirli John Way
(1913)M-3707 PE-34245 (352) 581
I2tI6I 12/16=20 12r,'WB20
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Fiodda Realstored Archrled or a Limsed Florida
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yes
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MJA
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24U. Ge-rizod Steel Storm Panels
C,*,d Eavirration 09,
24oa Gainvinkeed Steel Storm Panels 1MIrIO21
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Y_ Y.
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I
2
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ITW SCGAsom Hinge Plate
Metal comessor Plate 17J 1=24
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Y.
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yqs MIA
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N/A
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or rot y"Fles 1. pI hun". pnot-bon.
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NO
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yes
WA
3
4
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Metal C—ort. Plate V3, 2024
hdd.l C—actor Plate IZ(31=24
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V.
Yes MIA
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N/A
N/A
1
Products
Precast And Presetresse d Controls LII 051
N. Yes
NIA,
WA
a not by trade to proOtle hu hicame proittdor.
FWda Deportment of Business & Professional Regulation
Pepsi Pit
Florida Departmard of Business & Professional Regulation
Page I (I
Florida Departrinent of Business & Professional Regulation
Page I IN 1
Building Codes and Standards
ir=21
Building Codes and Standards
frl2D21
Building Codas and Standards
117re.1
Product Approval Application Detail
w�l!itillivilillem
Product Approval Application Detail
: : ;'1 1 1 1 1 w 11 1 1
Product Approval Application Detail
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CAST-CRETE USA LLC
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MIA
MIA
I
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MIA
WA
I
High Strength Camels I-Intes
4, 0, 8. and 12 lh *dq III 05nIfXQ2
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yes NIP,
NA
2
111
16 ga. truss =noo" plate QSMR021
yes
ya:
NfA
MIA
2
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Faster Strand Lumber 03/3i=l
No Yet
MIA
WA
3
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1 a Us. high su"Ilth trust t,woedff plate 01hrJV021
Yes
ye
MIA
MIA
3
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Larrmated Strand Lurnber 0=1=1
No Yes
MIA
WA
4 MT20 20 ga- trith" connector the e ON300021 yes Yes MIA N/A 4 TJ Film Board Molural Composite Lurnber a oriented Strand G3131/2021 No Yes HIM NJA
5
NII
20 g. high Strength ". corimedor Plate 06/30=1
yes
yes
MIA
MIA
5
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b .. d Rk. Board
oriented Strand Beard Rim Board ami=l
No Yet
MIA
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Simpson Strong -Tie 2020 FBC Approved Products
Updated 12IM020
Simpson Strong -Tie 2020 FBC Approved Pro -ducts
Updated 1213012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rJ012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130,172020
For direct Inks to all SST approvals listed below: CLICK HER
For direct Inks to all SST approvals listed below, CLICK HER
For direct Inks to all SST approvals listed below, CLICK HER
For cirect Inks to all EST approvals Ned betow, CLICK HER
For additional Information regarding Flori Statewide Product Approval SySleM and Man i-Dade County Notice ofAcceptance NOA), CLICK HER
For additional Information regarding Florida's Statewide Fro(luct Approval System and Manii-Decle County Notice ofAcceptance INCA). CLICK HeR
For additional Information regarding Floircla's Statewide Product Approval System and Marni-Dade County Ncitice or Acceptance (NOA), CLICK HER
For additional Information regarding Flonda's Statewide Product Approval System and Marri-Dade County Notice of Acceptance INCA). CLICK HEIR
FL#23W-R7
FL#1 0446-RG
FL#I 0456-1115
11
HUS, HUSC series hangers
Face -mount hangers available in Wdths ranging from 1.518" to 3.
9/16" and heights ranging from 4-5116'to 11". Concealed flange
Ig"
Product Model, Number or Name
Product Descrintion
22"
Product Description
JW
Product Model, Number or Name
Product Description
version (HUSC) available for models having width equal to or
1
Titan Stainless Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Titan stainless steel masonry screw
1
A21, A23, A33, A34, A . A44
Angles
I
BT,BTB.BTH
Brick Ties
greater than 3-9116"
2
APA21, APA4, APA6, APVA21, APVA4, APVA6
Outdoor Accents Angles
2
CMST12� CMST14, CMSTC18
Coiled Straps
12
IUS series hangers
Face -mount hangers available in widths ranging from 1-718" to 3.
3
APE344 , APB"R, APVB86, APBOOR, APB88. APB88R. APB1 010, APB1 01 OR, APVB44,
Outdoor Accents Post Bases
3
C514, CS16, CS18, CS20, CS22
Coiled Straps
59" and heights ranging from 9-1/4" to IS'
FL#958i
APVB44R, APVB66 APVB66R, APVBB8, APV988R, APVB1010, APV8101 OR
4
CSHPIS, CSHP20
Coiled Straps
13
LGU3.25-SOS, LGU383-SDS, LGUS.25-SOS
Face -mount hangers
4
APDJT2A. APDJT2R-4, APDJT2-6, APDJ72R-6, APVDJT2-4, APVDJT2RA. APVDJT24
Outdoor Accents Dock Joist Ties
5
CTS218
Compression/Tonsion Strap
14
LU24. LU26, LU28, LU210
Face -mount hangers
Product Model, Nufn bar or Name
Product Descrittillon
APVDJT2R-6
a
DSP, SSP, TSP
Stud to Plate tie
15
LUC26Z, LUC21 OZ
Face -mount hangers
I
SDI 01 12DBB
Outdoor Accents Conn ecto r Screw
5
APHl APHH46R. APHH61 0, APHH61 OR
Outdoor Accents Heavy Hanger
7
H1, HIOA, H2.5A, H3. H6, H7Z, H16, H18S, H16-2, H16-2S
Hurricansi
16
LUS series hangers
Face -mount hangers available in widths ranging from 1-91161c, 4-
2
SD91 12, SD92112, SDI 0112, SDl 0212
Strong -Drive SD Connector Screw
8
APL4, APLO, APT4, APT8, APVL4, APVL6, APVT4, APVT8
Outdoor Accents L and T Bearn-to-Column Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiecloym
518" and heights ranging from 3" to 10-1 Sh 6'
3
SD9112SS. SD9212SS
Sitrong-Drive SD Connector SS Screw
7
APLH24. APLH24R, APLH26. APLH26R, APLH210. APLH21OR
Outdoor Accents Light Hangers
9
HS24
HurricansTie
17
MGU3.63-SDS, MGU5.25-Sl MOU5.50-SDS. MGU5.62-SE)S, MGU7.00-SDS
Face -mount hangers
4
SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858. SDCF221014,
Strong -Drive SDCP Timber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDSI 5, HSS2-2-SDS3, HSS2-3.SDS3. HSS4-SDS3
Heavy Stud Shoe
IS
MIU series hangers
Face -mount hangers available in wdths rangingfrom 1-9/16"to 5-
SDCF2211$4, SDCF221334. SDCF271958. SDCF272358
9
CBT2Z CBT4Z
Concealed Beam Ties
11
HST2. HST3. HST5. HSTO
Straight Straps
1/8" and heights ranging from 6-15116"to 19-10.
5
SDCP22434. SDCP22512, SDOP22614, SDCP22700, SDCP22&58. SDCP22912,
Strong -Drive SDCP Timber-CP ScrLvv
10
CJT3Z. CJT42, "5Z, "6Z
Concealed Joist Ties
12
HTS116� HTS20, HTS24. HTS28, HTS30, HTS30C
Heavy Twist Strap
19
MUS26, MUS28
Face -mount hangers
SDCP221100, SDCP221134. SDCP271400
11
DJT14
Deck JorsitTie-
13
HTS01 6KTZ, HTS020KTZ
Heavy Twat Strap
20
SUR. SUL. SURC, SULC senes hangers
Skewed face -mount hangers available in wklths ranging from 1 -
6
SDHR27400, SDHR27614. SDHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
Off 8" to 3-9/16'and heights ranging from 3-111 &'Ito 13-314"�
7
SDS25112 SDS25134, SDS25200, SDS252112, SIDS25300, SDS253112, SDS25412
Strong-Drrve SIDS Heavy -Duty Connector Screw
13
FC4 FCS
Framing Clips
15
LSTA9, LSTA12. LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) available for all double
SOS25500 SDS25500, SDS25800
14
FWANZ
Foundation Wall Angles
16
LSTI49, LST173
Straight Straps
2X and 4X models; on ly a"e flange is cono"Ied.
8
SDS25112SS, SDS252OCSS, SDS25212SS, SDS2530OSS, SDS25312SS
Strong -Drive SIDS Heavy -Duty Connector SS Screw
15
GAI. GA2
Gusset: Anges.
17
LTB20, LTB40
Bridging
21
U series hangers
Face -mount hangers ayeilable in wdths ranging from 1-9116" to
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SDWF Floor -to -Floor Screw
16
H2A, H2.5T, HIS, HlOA-2, HICS, H14, HGA10
Hurricarl
18
LTS12, LTS16, LTS18, LTS20
LightTwistStrap
Wand heights ranging from 2-5/8" to 11-114"
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
MediurriGirderTleclown
18
HH41 HHS
Header Hangers
20
MST27, MST37, MST48. MSTOO, MST72
Straight Straps
FL#1DD07wlR8
19
KBSIZ
Knee -Brace Stabilizer
21
USTAP, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49
Straight Straps
FIL810967-RIS
20
1_30,1_50,1_70,1_90
Angles
22
MSTC28. MSTC40, MSTC52. MSTC66, MSTC78
Straight Straps
Product Model, Number or Name
Product Description
21
LCG4
Post Cap
23
MSTC48B3,MSTC6883
Pre -Bent Straps
Sea 9
Product Model, Num ber or Name
Product Description
I
ATR�18. ATRIiZ ATR5/8. ATR314
Threaded Rods
22
LS30, 1.550, LS70, LS90
Skewable Angles
24
MSTI26, MSTI30, MST148, NtSTIOO, MST172
SIF*ht Steps
I
BA series hangers
Top flange hangers available in Wdths ranging from 1-9116" to 7-
2
ATUD5. ATUDO-2, ATUD9, ATUM2, ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTS18, MTS18, MTS20, MTS24C, MTSSO, MTS30C
Medium Twist Strap
118" and heights ranging from 7-118"to W'�
3
Bl BP112, BP1/2-3, BP5/8-2, BPEVS-3t BPW4, SP314-3, BPRTU03-4
Bearing Plates
24
LSSJ26LZ. LSSJ20RZ, LSSJ28i LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ
Field Adjustable Jack Hanger
26
NCA2x1O12, NCA2X12-12, NCA2x8-16, NCA2x1O-IO, NCA2xl2-16
Bridging
2
DGBF series hangers
Top flange hangers available in widths ranging from 3-518"tc, 7-
4
CNW318. CNW1t2. CNW518 ONW314, CNW5f8-1/2, CNW3/4-518
Coupler Nuts
25
LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410
Field Adjustable- SlopeableiSkewable Hanger
27
RCW1312, RCW814
Wall Bracing
115" and heights ranging from 9-114" to 24",
6
CTUD55, CTUD65, CTUD65, CTUD75, CTUD76, CTUD77, GT UDST CTUD88. CTUD97,
Coupling Take -Up Device
26
LTP4,LTP5
Tie Plates
28
RPSIS, RPS22, RPS28
Repair Plate Strap
3
DGF series hangers
Top flange hangers available in widthis ranging from 1 -1 rZ'to 3-
CTUD98, CTUD99
27
ML23Z, ML24Z, ML262, ML28Z. ML21OZ
Angles
29
RSP4
Stud to Plate Connector
5/8" and heights ranging from 7-114" to 24"
6
N3. N4, N5. NO
Heavy Hex Nuts
28
Mli
RoofTie-Dcwr
30
SP1, SP2. SP4, SP6, SP8
Stud Plato Tie
4
DGHF ashes hangers
Top flange hangers available invividths ranging from I -W4" to 3-
7
RTUD3, RTUD313, RTUD4, RTUD4B. RTUD5. RTUD15, RTUD7, RTUD6
Ratcheting Take -Up Device
29
MMHG
Hinged Roof Connector
31
SPH4, SPHOI, SPF18
Heavy Stud Plate Tre
518" and heights ranging from 9-114" to 24"�
8
TUD9, TUD10
Take -Up Device
30
MMLU26, MMLU26-2, MMLU2S, MMLU28.2, MMLU210, MMLU121 1, MMLU139, MMUU13I1
Face -Mount Hangers
32
SS1.5, SS2.5, SS3, SS4.5
Stud Shoe
5
EG5� EG7, EG9 sores hangers
Top flange hangers available in wdths ranging from 5-114" to S.
9
TUW38
Take-UpWasher
31
RBC.RBCP
Roof Boundary Clips
33
ST9, ST12, ST18 ST22, ST292, ST2122, ST2115. ST2215, ST5215, STO224, ST6236
Straight Straps
WS" ard heights ranging from 11" to 32-1rZ'.
10
URS3
WS" Uplift Rod Run Tedown System
32
RST-3
RootTie-Down
34
T820. T1327, TB30 TB36, TB42, T848. TB54, TB56 TB60
Tension Bridging
6
EGO series hangers
Top flange hangers available in wdths ranging from 3-518" to 7-
11
URS4
lf2" Uplift Rod Run Tledown, System
33
RTC227. RTC42, l RTC44
Rigid Tie Connectors
35
TWBIO, TWB12, TWB14
Wall Bracing
1M" and heights ranging from I 1-1WAto 32".
12
URS5
5f8` Uplift Rod Run Tedown System
34
STC. STCT, OTC. HTC4
TrussClips
36
VGT, VGTR,VGTL
Variable Pitch Girder Tiedown
7
GLS series hangers
Saddle hangers available in widths ranging from 3-1/4" to 6-7JIT'
13
URSO
314" Uplift Rod Run Tiedown System
35
TJC37, TJC57
Truss Jack Clips
37
W61 00, WBI 08C, W81 26, WBI 26C; WB143C
Wall Bracing
and heights ranging from 8- 1/2" to 28"_
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in wdths ranging from 3-1/4" to 7-
1 /8" and heights ranging from I I " to 32".
FL#10441-R6
FL#10531-R5
9
HS series hangers
Top flange hangers available in widths ranging from 1 -911 5"Itto 7-
FL#1 0447-RS
1 J2" a nd heights ranging from 8" to 39'.
Product Model. N um bar or Name
Product Description
ProduCt Model. NUMber or NaMe
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 8-7f8"
1
DTT2
Hold-down
Sag If
Product Model, Nurn bar or Name
Product Description
1
CeH2,37x5 5, CBH2.37x7 $3. C61-12.374-75
Concealed hangers
and heights ranging from 10-1/7'to W'.
2
HDC10/4, HDC10122
Hold-dow
1
AHEP
Adjustable Hip -End Connector
2
DU. DHU, DHUTF series hangers
Face -mount (DU, DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in wdths ranging from 3-114" to 8-
3
HDO8. HHDO11, HHDO14
Hold-down
2
DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS-3
Drag Strut Connectors
2vailable in widths ranging from 1-9flff'to 3-9/18" and heights
718" and heights ranging from 7-112'to 32'
4
HDU2. HDU4 HDU5. HDU8, HDU 11. HDU1 4
Hold-dow
3
GBC
Gable Brace Connector
ranging from 9-1/8" to 23-15116".
12
HGLTV series hangers
Top flange hangers available in widths ranging from 3-114" to 7-
5
HPA28, HPA35
Strap -style purlin anchor
4
HCP1.81, HCP2. HCP4
Hip Corner Plate
3
HGU3.63-SDS, HGU5.25-SI)S, HGU5,50-SOS, HGU5.62-SL)S, 1-IGU7.00-SIDS, HGU7.25-
Face -mount hangers
118" and heights ranging from 14" to 33",
6
LSTHD8 LSTHD8RJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2 HHRC411 81, HHRC", HHRCS.2".25 HHRC5,37t3.IZ
Heavy Hip to Ridge Connectors
SDS, HGU9.005l
13
HIT series hangers
Top flange hangers avaitable nwidths ranging from 2-5116'to 3-
7
MASA,MASAP
Foundation anchor Strap
HHRC86
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1-518"to 7.
9116" and heights ranging from 16" to 26'
8
MPA132, MPAI"
Strap-s" purlin anchor
a
HRC1,81, HRC22
Hip Ridge Connector
318" arid heights ranging from 5-5/1 O"to 12-718".
14
HUSTF series hangers
Topflangeloist hangers available in widths ranging from 3-1/8"to
9
PA18, PA23, PA28, PA35 PA51, PA68
Strap -style purlin anchor
7
URU26. LRU28. LRU210. LRU212
Rafter Hanger
5
HHGU5 25-SDS, HHGU5.5O-SDS, HHGU5 62-SDS, HHGU7 OO-SDS. HHGU7 25-SDS,
Face -mount hangers
3-911 6'and heights ranging from 5-18" to 13-1/8"
10
PA118, PA123. PA128 PA135
Strap -sty* purlin anchor
8
LSU26, LSSU28 LSSU210
Light Skildeable/Skewable U Hanger
HHGU9.00-SDS
15
HUTF HUCTF series hangers
Top flange hangers available in widths ranging from 1 -9116'to 5-
11
STHD1 0. STHD1 ORJ
Siraid-stryle hold-clavvin
9
TBE-4. TBE6
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS210.2F HHUS46, HHUW HHUS41 0, HHUS5.WIO
Face -mount hangers
1f2" and heights ranging from 3-7116" to 15". Concealed flange
12
STHD1 4. STHDI 4RJ
Strap -style hold-down
10
TC24 TC26. TC28
Truss Clip
HHUS7 25110
version (H LICTF) available for all models having ww& equal to or
11
THA29, THA213, THA21 8, THA218-2, THA222.2, THA413, THA41 B, THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSLILC series hangers
Skewed face -mount hangers available in widths ranging from 3-
greater than 2-9116".
THAC422 THA426, THA422-2, THA426-2
118" to 5-IJ13" and haights ranging from 4-314" to 15-314"-
16
HWP series hangers
Top flange hangers available in widths ranging from 1 -9116" to 7-
12
THAI 1.81/22, THAl2 M22, THAl2.1122, THA1222, THA1322, THAI3522, THA1422
Adjustable Truss Hanger Sized for 1-iolists
Concealed flange version (HSURC, HSULC) available for all
If8" and heights ranging from 5.31&'to 28"�
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models; only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hangers
8
HTU26. HTU28, HTU210, HTU26-2. HTU28-2. HTU210-2
Face -mount hangers
1f2" and heights ranging from 5-3/8" to 32'�
15
THJM2-"DS3, THJM2-5-SDS3, THJU28, THJU26-W
Multiple Truss Hangers
9
HU. HUC series hangers
Face -mount hangers available in widths ranging from 1-9116" to 7-
18
ITS series hangers
Top flange hangers available in widths ranging from 1-9/1 61c 3-
16
TSBR2-24
Truss Spacer -Restraint
112" and heights ranging from 2.718:'to 19-114"- Concealed flange
Sf!3" and heights ranging from 9-118" to 16'
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUC) available for all models having width equal to or
19
JF3 series hangers
Top flange hangers available in width of 1�9116" and heights
18
VTCR
Valley Tru as Clip
greater than 2-9116"
ranging from 5.318" to 7-VAl"
10
HUCOI 81/9-SOS, HUCC1.81111-SDS, HUCQ210-2-SDS, HUCQ210_�_SDS, HUCQ310-
Face -mount hangers
20
JSA series hangers
Top flange hangers available in width of I -9116'and heights
SDS, HUC0410-SDS, HUC0412-SOS; HUCQ5.25g-SDS� HUC05 25/11-SDS, HUCQ610-
ranging fromig-MO" to 13-1/8"
SDS, HUCQ612-SDS
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3"20
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rWA20
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12rJW2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1Z50rA20
For direct Inks to all SST approvals Ned belom. CLICK HER
For direct Inks to all SiST approvals listed below, CLICK HERE
For direct Inks to all SST approvals Ned balum, CLICK HER
For direct Inks to all WT approvals Ned below, CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Marti -Dade County Notioe of Acceptance INCA), LLQLbifag.
For additional Information regarding Floricla's Statewide Prockict Approval System and Marni -Dade County Notice of Acceptance (NOA). CLICK HERE.
-For additional information regarding Flonda's Statewide Product Approval System and Mam -Dade Ownty Notice CfAcceptance INCA), CLICK HERE,
For additional information regarding FloncWs Statewide Product Approval System and Marti -Dade County Notice of Acceptance (NOA). CLICK HERE,
21
LB series hangers
Top flange hangers available in wdth of I -9/16'and heights
FL#1 14WRO
18
SILBV1,56, S/LBV1.81.S1LBV2,06, StLEV2,37, S&BV2.56, S&BV2.68, S/LBVS.12.
Top Flange Joist Hangers
5
SET-XP
Adhesive Anchor for concrete
ranging from 5-3/8" to 15-118"
SfLBV3.56, SJLBV3.62. VLBV4.06 StLEV412, SfUBV4.28, SILBV4.75. S/LBV5.50
8
Strong -Bolt 2 (ST02, STB24SS, Srl
Strongi-Boft 2 Wedge Anchor for concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in wdth of 1-9116" and heIghts
4jill"
Product Model, Number or Name
Product Description
19
SfLTT20, WTT2Z, S/HTT14. HTT4, HTT5
Holdmvns
stoeland Types 304 and 316 stainless steel
ranging from 9-3116" to 13-118".
1
HHUS210-3, HHUS210-4
Joist Hanger
20
SIMST60, MST72
Straps 118 mil (10 ga)
7
Titan HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS)
Titan HD Heavy Duty Screw Anchor for concrete and masonry
23
LEG3. LEG5, LEG7 series hangers
Top flange hangers available in widths ranging from 3-1X'tto 6-
2
HRS6. HRS8, HRS12
Strap Ties
21
SP4,SPS
Stud %to Ties
avallable with hex head in carbon steel and Types 304 and 316
718" and heights ranging from 9" to 33-1 r2'
3
HUCO210-2-SDS, HUC-0210-3-SDS, HUC0310-SDS
Joist Hanger
22
SSP, DSP; TSP
Stud Plate T *a
stainless steel, or with countersunk head in carbon steel and
24
MEG6, MEG7 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 6-
4
THGB2, THGB3. THGBH2, THGBH3, THQBH4
Joist Hanger
23
STC,DTC
TrussClip
Type 316 stainless steel
718" and heights ranging from 9" to 32-1 /7'
5
THGC2-SDS3, THG03-SDS4 5, THGOH2-SDS3, THGCH3-SDS4 5, THGQH4-SDS8
Joist Hanger
24
TBD22
Truss Brace Diagonal
8
Titen HID Rod Coupler (TH037634RC, THD50934RC)
Titan HD Threaded Rod Coupler for concrete
25
MIT senes hangers
Top flange hangers available in widths ranging from 1-9/1 6"Ito, 5-
6
THGW3-3, THGW3-4, THGW4-3, THGW41A
Joist Hanger
25
TJC37
Truss Jack Connector
9
TrIen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. THD37212RH
Titan HD Threaded Rod Hanger for concrete
1/8" and heights ranging from 9-1/4" to 24'
THD50234RH, THD10212RH)
26
PF, PFB, PFDB, PFDSB sores hangers
Top flange hangers available in width ofl-9116" and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-318" to 7- 11IT'
FILIIII1473-115
FL#13904-RS
27
FIR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths ranging from 1-9116"to 7-
Product Model, Num bar or Name
Product Descd=
JW
Prod uct Model. N u m bar or Narril
Product Dewriation
FL#1 6230-118
118" and heights ranging 9-114"to 32".
1
DETAL20
Double Embedded Truss Anchor
I
OCQM3.52-SDSHDG, CCOM4.62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3.62-SOSG.
Masonry Pet Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTOM4.82-SDSG CCTQMS.50-SOSG, CCCOW.62-SOSG: CCCQM4.62-SDSG,
Product Model. Number or Name
Product Description
3
H10, H15S. H15-2 H16-2S
HurticaneTie
CCCQW.50_SDSG
1
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#10060-R5
4
HETA12, HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
ECCLQM3.62G4CT. ECCLQM4.62G-KT. ECCLOM5.50G-KT, ECCLLQMD3.62G.KT.
Masonry Per Caps
2
ET -HP
ET -HP Epoxy Adhesive for masonry
5
HETAL112, HETAL16, HETAL20
Embedded Truss Anchor
ECCLLQME)4.62G-KT, ECCLLGMD5.50G-KT, ECCLROM03.62G-KT, ECCLROMD4.62G-
3
SET_XP
SET-XP High -Strength Epoxy Adhesive for masonry
Product Model. Number or Name
Pmduct Descri2WM
6
HGAM10, HM9
Masonry retrofit con rectors
Kr, ECCLROMD5 5OG-KT
4
Strong -Bolt 2 (ST62)
Strong-Boilt 2 Wedge Anchor for masonry
I
ABA44. ABA44R, ABA46, ABA413R, ABA66. ABA66R
Adjustable Post Base
7
HHETA16, HHETA20, HHETA24, HHETAQ
Heavy Embedded Truss Anchor
3
HGUM5 25. HGUM5.50, HGUM7.00, HC3UW.25, H(3UM9.DO
Heavy Masonry Hangets
5
Titen 2 (TTN2)
Then 2 Screw Anchor for Concrete
2
ABU44, ABU44R. ABU46, ABU46R. ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88,
Adjustable Post Base
8
LGT2, LGT3-SDS2 5, LGT4-SDS3
Girder-riedown
4
LGUM26-2, LGUM26-3. LGUM264, LGUM28-2. LGUM2&-3, LGUM28-4, LGUM21O-2,
Masonry Beam Hangers
6
Titen HD (THD-H4SS. THID-HOSS, THD.CSOSS)
Titan HD Heavy -Duty ScrewAnchor forconcrete available in 304
ABU88R, ASU1010. ABU10IOR. ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM210-4, LGUM46 LGUM48, LGUM410
or 316 stainless steel with hex head, arid 316 stainless steel with
3
ABW44Z. ABW44l ABW46Z, ABW46RZ, ABW66Z. ABW66RZ ABW7-7
Adjustable Post Base
10
META12, META16, METAIB, META20, META24. META40
Embedded Truss Anchor
5
MBHA3.12/9 25, MBHA312f1 1.25, MBHA3_5617.25, MBHA3.5619.25, MBHA356/111.25�
Masonry Top Flange Beam Hangers
countersunk head
4
AC4, AC4R, ACE4, ACO. ACeR, ACS6
Post Cap
11
MSTAM24, MSTAWO, MSTCM40, MSTCMOO
Stap Tie for Masonry
UBHA3.56111 88, MBHA3 56114, MBHA3.5SfI6, MBHA3.58il 8. MBHA5.5017 25,
7
Titen Turbo (TIM
Then Turbo Screw Anchor for concrete or masonry
5
BC4, BC46, BC4R, BCS, BC6R. BC8� BCS2-2Jt� SCS2-316
Post Cap
12
MTSM16, MTSM213, HTSM16, HTSM20
Twist Strap for Masonry
MBHA5.5019.25, MBHA5.50/1 1 25, MSHA5-50/11.88. MBHA5 50114, MBHA5 50118,
6
CB44, C1346, CB48, C13615. COSS
Embedded Column Base
MBHA5,50118
7
CBSQ44-SOS2. CBSQ46-SDS2. CBSQOS-SDS2, CBSQft-SDS2, CBSQ88SDS2
Embedded Column Base
6
MBHU3.56/9.25, MBHU3.56/11,25, MBHU3.5&1 1.88, MBHU3.56114, MBH U3.56/16,
Masonry Beam Hangers
FL#16937-R3
8
CC, ECC, ECCU Series
Boiled column caps with W1 ranging from 3-114" to 9-11t2" and
FLO114WRS
MBHU3.56118, MSHU5 60tg 25, MBHU6.50111.25, MBHU5.50111 88. MBHU5 50114,
W2 ranging from 3.5f8" to 7-1/2"
MBHU5 50/16, MBH U5 50118
AW
ProduCt Model, NUM Der or Name
Product Description
9
CCO-SDS2-5, ECCQ-SOS2 5 Series
Saevved column caps with Wil ranging from 3-1/4" to 9-1/Z'and
10dal
Product Descrintlon
1
X34B1016-5K, XISI016, XI BI 018-4K X01S1018, XQI BI 016-4K
#10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3
W2 ranging from 3-5/8" to 7-1f2"
1
DTTIZ
Deck Tension Tie
Drill Point
10
CPT44Z, CPTeSZ, CFIT88Z
Concealed Post Tie ease
2
HD12, HDI9
Bolted Holdlowns
FL*M 3975-RO
2
XL0114TI224, XL0114BI224-2K
#12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
11
EPB44A, EPB44, EPB46, EPBe6
Embedded Post Base
3
HD36, HD5B, HD713. HD9B
Botted Holdowns
Screws with #5 Drill Point and Large Diameter Hex Washer Head
12
EPS47
Embedded Post Base
4
HTT4, HTTS, l
Tension Ties
Sag 0
Product Model, Number or Name
Product DescdRiLga
3
XM01 14SI224, XMQI 14BI224-21<
912-24 Strong -Drive XM Medium -Head Metal Self -Drilling,
13
LC844. LCBN
Embedded Column Base
5
LTT19, LTT206. LTT131
Lig ht Tension Ties
I
SDW22300, SDW22338, SQW22438, SOW22458. SDW22500, SDW22600, SE)W22638,
Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws
Tapping Screws with #5 Drill Point and Medium Diameter Hex
14
U`C4Z, LPCOZ
Light Post Cap
SDVM634
4
XQ1 I 4S1 224� XQI I 481224-2.5K X1 14S1 224, XQl I 2SI 224, XQ1 12B1 224-2K
#12-24 Strong-Onve X Metal Self -Drilling, Tapping Screws with #6
15
MP13"Z, MPBSez, MPB88Z
Moment Post Base
2
SOWC15450 SDWC1SSOO
Strong -Drive SDWC TRUSS Screw
Drill Point
16
PB44, PB44R, PB46 P886, P866R
Embedded Post Base
FL*13626-R5
3
SDWH19300DK SL)WH19400DB, SDWHIPOWDB, SDWHI98OODS, SI)WHIGIDOODB
Strong-Durve SDWH TIMBER-H EXScrew
5
XL134S1016. XU34BI010-5K
#10-16 Strong -Drive XU Metal Sol -Drilling. Tapping Screws with
17
PBS44A, PBS46 PBS65
Embedded Post Base
4
SDWH274OOG. SOWH27BOOG. SDWH271300G, SDWH2710DOG, SDWH2712DOG
Strong -Drive SDWH TIMBSR-HEX HDG Screw
#1 Drill Point
is
PSV6. PBVIO
Round Post Base
A&W
Product DescriWan
5
SDWS16212, SDWSI6300, SDAG16312, SDWS1 6400
Strong -Drive SDWS FRAMING Screw
19
P044-16. PC46-116, RC48-16. PC64-18. P065-16 EPC44-I& EPC46-16, EPC48-115i,
Post Cap
1
SB&8x24, SB7/8x24, SE31x30
SB Anchor Botts
a
SDWS19800, SDWS119712, SDWS22400,SDWS225OO SDWS22512, SDWS22600.
Striong-Dirrve SDWS TIMBER Screviv (interior Grade)
EPC84-16, EPCOO-18
2
SST816. SST820, SSTB24, SSTB28, SST834, SSTB36. SSTS16L, SST820L,SSTB24L.
SSTS Anchor Bolts
SDWS22800, SDWS22900, SDVvG221 000, SDWS221 100, SOWS221200, SOWM1 500
FL#353MRO
20
PC4Z. PC4R7_ PC8Z, PCSRZ, Pr_8Z, PC8RZ. EPC4Z, EPC4RZ. EPCaZ, EPC6RZ. EPC8Z,
Postcap
SST526L
7
SDWS223000B SDWS2240008, SDWS225OODB� SOWS2260ODB, SDWS228OODB.
Shrong-Drive SOWS TIM13ER Screw (Extenor G rade)
EPCBRZ
SDWS221 OOODB
kW
Product Model, Num ber or Name
21
PPB44-4Z PPB"-6Z
Post Base
a
SDVVS22312OBB, SDWS22512DBB
Outdoor Accents Structural Wood Screw
1
DSSCB43.5. DSSCB4B, DSSC848. DSHS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FIL111113872-114
9
SDWS273COSS, SDWS274OOSS, SDWS275COSS, SDWS276DOSS, SDWS278WSS,
Strorl SDWS TIMBER SS Screw
2
FC843.5. FCB45.5. FCB47.5, FCB49�5, FCB411 5
Bypass Framing Fixed -Clip Connector
SDWS27100OSS, SDWS27120OSS
3
FPHSD34S1O1O, FPHS034E31018, FPHSD34BI016-5K. FPHSD34S1214,
#10-16 and #12-14 Strong -Drive FPHSO Framjng-to�CFS Sell -
Sag X
Product Model, Num bar or Name
Product Descriotion
10
SDWV13400
Strong-Dirive SDWV SOLE -TO -RIM Screw
FPHSD34B1214, FPHSD34BI214.5K
Drill". Tapping Screws
FL#10966-R5
I
CMST12; CMST14, CMSTC16, CS14, CS16. CSIS� CM, CS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4.25, LSFC6.25, SFC2,25, SFC4 25, SFC6.25
Steel Fram Ing ConnoMr
2
HRS6. HRS8 HRS12, FHAS, FHA9, FHA112, FHAI8. FHA24. FHA30, MSTI26, MST136,
Straps R7 mil (12 go)
6
LSSC4.25, LSSC6 25, SSCZ25, SSC4,25 SSC6.25. MSSCZ25, MSSC4.25. MSSC6.25,
Steel Stud Connectors
12a
Prod uct Model, N u m bar or Name
Product Description
MST148 MSTI60, MST172, SIMST27, SIMST37, VMST48
MSSC4.25KW, MSSC6.25KW
1
FJA, FSA
Foundation Anchor
3
HTSI6, FrrS20,14TS24, HTS28. HTS30, HTS30C
Heavy Twat Straps
FL*1 5363-R3
6
RCKW3, RCKW5.5, RCKW7 5, RCKW3S, RCKW5.5S
Rigid Knee Wall Connector
2
FRFIP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA30, LST]49, L5773, VISTA9, MS7Al2, MSTA1 5, MSTAI 8, MSTA211, MSTA24
Straps 43 mil (IS g a)
7
SCS43.5, S0845.5, SCS47 5,SCS49 5, SOB411.5, MSCBA5.5, MSCS47.5
Bypass Framing Slide -Clip Connector
3
GH46-6. GH46-8, 01-14", 1731-148-8, GH410-6, GH410-8, GHM6. GH66-8, GH68-O,QHOS-
Girder Hanger
5
LSTA9, LSTA12T LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115. ST2215
Straps 33 mil (20 ga)
§2"
Product Model. Number or Name
Product Description
8
SCS32-5197. SCS62-5197, SCS62-5fl 18, SCS82-51118
Bypass Framing Connector
B, GH610-6, GHBIO-8
6
LSLISH3.25. SUBH3 25, MSUBH3 25
Bridging Connector
1
AS 18, AS 18S5, AS I 8S8
18 ga Truss Plates
9
SCM 25, SCW5.5
Head -of -Wall Slide -Clip Connector
4
GLBSA, Gl GLI35C, GLB50, GUS7A, GL8713, 01.137C, GLB7D
Glulam Bearing Plate
7
LTP5
Lateral Tie Patte
2
AS 20HS
20 ga. High Strength Truss Plate
10
SJC8.25, SJC10.25, MSJC8,25, MSJCIO,25
Steel Joist Connectors
5
GLBI`512, GBLTS12, GL13T518, GBLT616, GLBT520, GBLT820
Glulam Bearing Plate
8
LTS12, LTS16, LTSIS, LTSM
Light Twist Straps
3
AS-20
20 Us. Truss Plate
11
SSB3,51 a
Bypass Framing Slide -Clip Strut Connector
6
HGLBA, HGLB3, l HGLBD
Heavy Gfulam Bearing Plate
9
11 MSTA36. ST6215, ST6224, ST9, ST12. STI8. ST22, MSTC28, MSTCAO. MSTC52
Straps 54 mii (16 g a)
4
ASHP
Hinge Plate Connector
12
XLSH34B1 414, XLSH78BI 414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
7
HGT-2, HGT-3, HGT-4
Heavy Gird w Tiedown
10
MSTC66, MSTC78, STS236
Straps 68 mil (14 go)
Sorews,
8
UFP10-SDS3
Universe I Foundation Plate
11
MTSI 2, MTS1 8, MTSI S. MTS20 MTS30, MTS24C, MTS30C
Medium Twist Straps
13
XQ1SIOI 8, X01 B1016-4K X0181214, X01B1214-3 SK, X07881224, X07981224-3K,
410-16 V1 2-14 and 012-24 Strong -Drive X Metal Self -Drilling,
9
URFP
Universal Retrofit Foundation Plate
12
SIB1.56, S1131.81, SIB2.06, S/52,37, SfB2.56, VBZ68, SIB3,12. SA33.56, S1133.62, S184.06,
Top Flange Joist Hangers
FL#15730-R4
XQ1 I 4SI 224, XQ1 1411311224-2 5K, XQI 12SI 224, XQI I 2BI 224-2K, X34BI 01 6-51<�
Tapping Screws
SIE412. S1134,28, SfB4.75, S1135,50
X181016, X18101&4K, XISI214, X1131214.3 5K
13
SfBA21U, SIBA2.12/10. SABA2.12/12, SOA2.112/114, S/BA4.18/81 SIBA4.18/10,
Top Flange Joist Hangers
ki"
Product Model. Number or Name
Product Descricition
9BA4.18/12, VBA4,18114
I
ET -HP
Adhesive Anchor for concrete
14
SfHIA
Hurricane Tie
2
GAC. GDP, GDPM-50, GDPl GORM-100, GDPS, GW-50, GW-75, OW-100, GTH
Gas -actuated fasteners and assemblies
15
S/HDSS, SfHC)8B, SIl Sil�DIOB, S!HDISS, SIHD1513
Holdowns
3
PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners threaded studs, and assemblies
16
SMDU4, SfHDUO, S1HDU9, S1HDU1 I
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K. POLDPA, PECLOPA, PTRHA3, PTRHA4
IT
SfJCT, S/HJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
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