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INDEX OF DRAWINGS
L\ SHEET DESCRIPTION
SHEET
No.
ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or FIr.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Ar Sys
Floor System
RAD or Red.
Radius
ADJ or ADJ.
Adjustable
FOM or F. 0. M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F. F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU or AH.U.
Air Handler Unit
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Aftemate
FRT
Front
RE F or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foott Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
RECID 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. L
Ground Fault Interrupter
RS, R/S, RISH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SO.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BID or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWIR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Specifications
CLG or Clg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Latin.
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 Mfir.
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.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
OVID or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VIL or V. L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W orw/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PL or P.L.
Parallam
WDW HDR or WDN. HDR.
Window Header
EXT or Ext.
Exterior
PLIF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pft. Sh.
Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or PIt. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WP
Water Proofting)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin, Mr. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
P LAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-08-15 2.0 FRAME-WAL REVISIONS
12-22-16 3.0 Al 131 ELEV. REVISIONS
01-04-18 4.0 2017 FBC UPDATES
02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG.
03-29-18 5.1 UPDATED PER CITY COMMENTS
08-23-19 5.2 ENG. REVIEW FOR 150-C MPH
12-19-20 6.0 FBC 2020 CODE UPDATE
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COVER SHEET
1
MAIN FLOOR PLAN
1.1
UPPER FLOOR PLAN
INTERIOR ELEVATIONS
2
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAIL
4
MAIN ELECTRICAL PLAN
4.1
UPPER ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
MAIN FRAMING PLAN
7.1
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
D2
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALNUMBERS
PA1.1
I�ROC6CT APPROVAL NUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
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 pehl or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
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the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
H2
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
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FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
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(2) - 1 3/4" X 9 1/4"
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LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
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
18JX25J
S.H.
13
20 X 38J
18JX37J
S.H.
14
20 X 501
18ix 50
S.H.
15
20 X 63
18 X 62 J
S.H.
16
20 X 72
18 X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25 J
S.H.
1H3
27 1/4 X 38 J
26 x 37 1
S.H.
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26 x 50
S.H.
11-15
27JX63
26 X 62 1/2
S.H.
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27 4 X 72
26 X 71 112
S.H.
22
37 J X 26
36 J X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 J
36JX 50
S.H.
25
37JX63
36 4 X 62 1/2
S.H.
26
37 J X 72
36 J X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73 J WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52 J X 37 J
S.H.
34
54 X 501
52 J X 50
S.H.
35
54 X 63
52 4 X 62 J
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39iii7
79 X 59
N/A
S.H.A
FIRST FLOOR PLAN - B1
SCALE: Y4"=V-0"
General Notes
R302.5 Dwelling/Garage Open! ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with 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 (11829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-Inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas Inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
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+29.7 -32.2
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+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE N SHEET
PH
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
WALL LEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY'ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131"
FIRST FLOOR LIVING 1093
AREA
SECOND FLOOR LIVING 1489
AREA
LIVING TOTAL 2582
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3044
INSULATION REQ.
LOCATION
R-VALIJE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-111R-13 KRAFTFACED
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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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39-4-
STAIR CALCULATIONS:
TOTAL RISE - 10'-0 3/4
(16) RISERS AT 7 9/16"
10" TREADS w/ 1 "NOSING
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311,7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Windom:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walldine. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
Inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11 /2 inches between the wall and the
handrails.
GrIp-sIze:
Handrails with a circular cross section shall have an outside diameter of not less than 11 A inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, Including stairs,
porches, balconies or landings, shall be not less than 36 Inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
CONT. HANDRAIL
RETURN TO
WALL DETAIL
(:A) SCALE: NTS
SEE PLAN FOR LANDING DEPTH �_+
PLY SHEATHING OVER
LANDING ATTACHED PER
MIN. (3) 2x STUDS REQ'D
GENERAL FLOOR
@ END OF LANDING
CONSTRUCTION NOTES
BELOW HDR. BEAM�-
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. w/ SIMPSON A35/USP
STANDARD (3) 2x12
MP34 OR LUS26 HANGER ON
STRINGERS w/
Z
EA. SIDE
SIMPSON A35/USP
MP34 CLIP TO
MASONRY OR WOOD WALL,
FLOOR SYSTEM OR
it
SEE PLAN
LANDING FRAMING
2
2x8 #2 SYP (P.T. IF MASONRY
(2) 2x HDR.
Z
WALL) CONTINUOUS LEDGER
RECI'D @ END OF
W
w/ (3) 16d NAILS @ 16" O.C. MAX.
LANDING FOR
W
Cn
TO EA. STUD. ((2) 1/4"X3 1/2"
STRINGERS TO
TITENS @ 16" O.C. MAX. FOR
CONNECT TO 1
MASONRY WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S. 9'-O"MAX LANDING LENGTH
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
<@(2)
>
- 13/4" X 9 1/4"
LVIL 2.OE Fb=2950
<@>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
I
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
18 J X 25
S.H.
13
20 X 381
18JX 37J
S.H.
14
20 X 501
18JX 50
S.H.
15
20 X 63
18 J X 62 4
S.H.
16
20 X 72
184X 71 J
S.H.
11-12
27 1/4 X 26
26 X 25 J
S.H.
11-13
27 1/4 X 38 J
26 x 371
S.H.
H
27JX 501
26 x 50
S.H.
11-15
27 JX 63
26 X 62 112
S.H.
11-16
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
364X50
S.H.
25
37 J X 63
36 4 X 62 112
S.H.
26
37 J X 72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52 J X 25 J
S.H.
33
54 X 38 J
52 4 X 37 J
S.H.
34
54 X 50 J
524X50
S.H.
35
54 X 63
52 JX 62 4
S.H.
36
54 X 72
52 4X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-010
2x4
SYP #2
16" O.C.
SPF #2
91-01,
2x4
SYP #2
16" O.C.
H>91_011
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN 9'-0-, THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16- D.C. OR SINGLE STUDS
@ 12- O.C.*
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32"EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS-
SECOND FLOOR PLAN - B1
SCALE: Y4"=1'-0"
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 ane provided
with window fall prevention devices that comply with ASTM F209O...
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
�A
+29.7 -32.2
___`
KID
+29.7 / -39.7
1
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
Q�G
EE S N SHEET aH SEE SN SHEET
6S
6
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE"WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131 11
FIRST FLOOR LIVING 1093
AREA
SECOND FLOOR LIVING 1489
AREA
LIVING TOTAL
GARAGE
FRONT ENTRY
TOTAL AREA
INSULATION REQ.
2582
427
35
3044
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
jR-11/R-13 KRAFT FACED
(GARAGE / LIVIM
CD
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F_ N S
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
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the structural plans and specifications contained within these
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-
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the structural engineering portions of the drawing pages bearing
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MANUFACTUER SPECIFICATIONS
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EXTERIOR PLASTER
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FRONT ELEVATION - 131
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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, orASTM 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, I I 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 I felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions, All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
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 lax: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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TEXTURED
CEMENTITIOUS
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FRONT ELEVATION - 131
SCALE: 1/4"=l'-O"
PIPPIDr-I AQQ QWIMr-'i 9:
LEFT ELEVATION - B1
SCALE: 1/4"=l'-O"
T.O.P.
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2nd FIN.
FLR.
T.O.M.
HDR HQ
FIN FLR
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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, orASTM 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, I I 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 I felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions, All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
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 lax: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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To the best of the Engineers knowledge, Information and belief,
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drawings comply with the 2020
Florida Building Code .
Residential 7th Edition. Engineer's signature and seal 13 only for
the structural engineering portions of the drawing pages bearing
Engineer's signature an d seal.
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— — — — — — — — — — — — — — — — — — — — -- — — — — — ---- — — A—
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-TEXTURED —J
CEMENTITIOUS
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(TYP.)
EXTERIOR
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FRAME
REAR ELEVATION - B1
SCALE: 1/4"=V-131"
12 FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTUER SPECIFICATIONS
T.O.P - - — — — — — — —
HDR HGT.
-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
EXTERIOR PLASTER
25 SH ZI ON FRAME
2nd FIN.
FLR. Ci
T.O.M. CJ / WEEP
----------------------------------------
-- — — — — -- — — — — — __
— — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
9 TEXTURED
ao CEMENTITIOUS
FINISH ON C.M.U.
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RIGHT ELEVATION - B1
SCALE: 1/4"=V-101"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C 1063, or ASTM C 1787 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 then 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 then 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturers
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the 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 coa tions (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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To the best of the Engineers knowledge, Information and belief,
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Residential 7th Edition. Engineers signature and seal
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Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seat.
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SHEET NO.
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Cx the structural plans and specifications contained Wlhln these
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Residential 7th Edition. Engineers signature and seal is only for
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2
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 LIL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In LIL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units In
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either 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 R4601.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be Included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
W.
WEATHERPROOF DUPLEX OUTLET
:k
K: F. 1.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
I 'r-1h
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
14
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�-o
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
% M, V"
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCHI
CHIMES (OPTIONAL)
�0
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
awl
ELECTRIC PANEL
mo�-i
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
15OAr2OOA INDOOR
PANEL CENTER
NEMA I
1 50 AMP/
200 AMP
n
200 amp
150 amp
copper to lights & outlets
copper to 20 amp clas
2 copper to WH
3 copper to Dryer
or 4/0 SER AJu
UNDERGROUND
POWER CO. FEED
INTERSYSTEM 4 Bary Cu Ground
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.
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
HOOD PER SPECS
WP
GFI
PATIO
WP
GF1
DISC
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DINING ROOM
,/PENDANT AS
PER SPECS
110,
ROUGH -IN FOR
OPT.CLG.FAN/
LIGHT PRE-WIRE6)A
-E
FAMILY ROOM
r I
ivZol
VE IFY METER
LOCATION WITH
BUI -DER
VERIFY LOCATION I IRRIGATION
f - — — — — — — — L — — — — --
ELECTRICAL PANEL GF1 @ 44" A.F.F.
GAR.
GFI @ 44" DOOR
A.F.F. GFI
2 CAR GARAGE
IN
L------------
GFI @ 44"
.. A. F. F.
.......... ............................. 7 ........
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ROUGH -IN FOR
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AND
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ABOVE
T FR Y,
oe
9
5INK
lc4vof
KI ofo <
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PLUMBING RISER_
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
\j Mj��IN
MAIN FLOOR ELECTRICAL PLAN
SCALE: Y4"=1'-0"
CN
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To the best of the Englineer'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 sea] Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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SHEET NO.
4.0
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
150A/200A INDOOR
PANEL CENTER
ill� #14 copparto lightS & outlett;
,NEMA 1
50 AMP
10 #12 copperto 20 amp ckts
200 AMP
111, #10-2 copper to WH
01 010-3 copper to Dryer
;r-T
M IN
or 4/0 SER Alu
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200 amp fO
150 amp
UNDERGROUND
Distnnect
'L
POWER CO. FEED
�
INTERSYSTEM
4 Bare Cu Ground
41
BONDING
—1 #4 GROUNDING WIRE
C
TERMINATION PER
F_ WITH CODE APPROVED
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.
Bathroom
39"AFF
Laundry Room
36"AFF
Exterior Waterproof
12" AFF
RECEPT.
Garage - general purpose
44"AFF
FOR ALARM
Range
2"AFF
SYSTEM
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the Installation
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217,
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range Is not to be Included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
I ELECTRICAL KEY I
�&
DUPLEX CONVENIENCE OUTLET
I Z±S.
PEff:
DUPLEX OUTLET ABOVE COUNTER
Lz=�L
F;E5=
W.P.
WEATHERPROOF DUPLEX OUTLET
�&G.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I Z=1
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HALF -SWITCHED DUPLEX OUTLET
I tl;h
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
(bl,
THREE-WAY SWITCH
-q!4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�_o
WALL MOUNTED LIGHT FIXTURE
(§)
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
Iwo
R,
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[C�H
CHIMES (OPTIONAL)
F0
PUSH BUTTON SWITCH (OPTIONAL)
H�g
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A. F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
WSJ
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(n
(1) PHONE LINE, (1) DATA PORT
L
UPPER ELECTRICAL PLAN
SCALE: Y4"=1'-O"
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To the best of the Eng' es knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residents[ 7th Edition. Engineer's signature and seal is only for
the structural engineeling portions of the drawing pages bearing
En9in06f`3 signature and seal.
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21-2023
SCALE :
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SHEFIF NO.
4.1
ATTIC VENTILATION CALCULATIONS - 131
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.)
ATTIC
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
SQ. IN. of
of vented
IN. of
of
ventilation to
ventilation
soffit
ventilation
vented
be provided
required
needed
required
soffit
by upper
needed
ventilators
Total
Ventilation
Provided
by Upper
SQ. IN. of SQ. IN. of Ventilators
Ventilation Ventilation (See Elev)
Main 0 0
Floor 35 34 5 17 1 8 0.0
(Zone 1) 0.0 0.0
Upper 9 2
Floor 1533 1472 210 736 53 368 - 411.0
(Zone 2) 135.0 276.0
"NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
'-ONE-1
JTIC SPACE
'15 SQ. FT.
ROOF PLAN
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 SO. 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 provided due to fire protection, the contractor shall use the
following approved vents:
LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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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To the beat of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code
Residential 7th Edition. Engineer's signature and sea]
-
is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
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SHEEr NO.
5.0
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LOW WALLS CHASE I
TO
FIELD
CONDITIONS
ISLAND
EDGE OF SLAB 2"
BEYOND WALL
1-1/2" MIN 3000 PSI CONC.
PROVIDE 1 Y2" SLAB FOR HERNANDO
RECESS FOR
COUNTY ONLY
9
SLOPE
SGD. REFER TO 3-1/2"MIN 2500 PSI CONIC
MASON'S SLOPE
SLAB OVER 6 MIL
2STORY
FOR WIDTH VISQUEEN VAPOR BUILDER TO PROVIDE
4"
L
BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR
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SL PE
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W /(3) #5'S E.W.
01 -01. TOP OF CONC./ PAVER TO BE 4'
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L 9
17-- 1 BELOW FIN. FLR.
M3
.............
..........
ISTUB UP T(5 13'-7j"
(2) #5'S
2'-6'x 2'-6" x V-10"
W/ (3) #5-S E.W.
2ND FLOOR PLUMBING LINE
FOR A/C TO SECOND
GG FLOOR
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BEAM W/ (1) #5 REBAR VERT
ABOVE SLAB TYP @ ALL PLACES
C�
SHOWN HOOKED FTG. DOWELS 5"
EMBED W/ 25" EXT. ABOVE SLAB
"GRADE 40 STEEL"
Lczr:
HVAC CHASE O.-011
BASED ON
LOCATION 5'-4" 16'-3"
L
TYP @ 2 STORY
. .............. ............... .........
Milli
HR�
YP@2
STORY
2'-0" L 4
5'-4" L 2--2-83- L 2--
51-0.1
FOUNDATION PLAN
SCALE: Y4"=1'-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F" OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VVWF 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
A. x
CONTROL JOINT DETAIL
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.O.
—Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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the structural plans and specifications contained within these
dr&Mngs comply vvith the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the dravving pages bearing
Engineers signature and seal.
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JOB
NO:
21-2023
SCALE :
AS NOTED
SHEEr NO.
6.0
STRUCTURAL
SHEATHING (SEE C/S6
FOR NAILING INFO.)-
2x CONT. W/ (2)-12d
NAILS @ EA. TRUSS
2x4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END
8d NAILS @ 24" O.C.
TO BLOCKING
STRUCTURAL
SHEATHING
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
OILSEE PLAN
'�FTRUSS BRG.
CONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
CO3� CANT. FLOOR TRUSS CONN..
I SCALE: 3/4' =11 '-0-
RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG.
(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12]
AREA ROOF i - -2-e 2n 2r 3 3e 3r a=4111
10 HIP -35.94 -49.57 49.57 49.57 1
-38.22 -38.22 -60.99 -60.99 -60.99 -78.58
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1 667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6' O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"0.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING: o
SHINGLE: 3/16" EXP. 1 (24/16) or 1%2" EXP. 1 0�116)
TILE: 1,Y32"EXP. 1 (2/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Yg"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1-Y32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"xO.131") NAILS ORASTM F1667 RSRS-04 (3*x 120"INAILS
a=4ft
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE ROOF > 20 TO 27 DEG.
RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
I Q- r% el C1007 A DAVO %AIITU 1) 1 ')A KIA It 0 CA CKJM ArrAllU Mnr%C I' C �U [4:12]-[6:12]
%W_ % I " M 1110.3 1 %J rNr%r- 1 F-r%o
W/ BLOCKING PER NAILING SCHEDULE.
CA 1
CA 1
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (I)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (118) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HID ACHOR
BOLTS
RFUS
7100
-
W/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8"ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-1/2
K
HD3B
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
X21/2"SDSWOOD
SCREWS & (1) 5/8- ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 wl (10) 1/4-
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8. ATR
-
I
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2'
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-112"
R
MTS12
990
860
14 - 10d x 1 112"
MTW12
1195
1005
14-10d x 1-1/2"
-S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED w/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR wl 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8"ATR w/ 127"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F!3500-M
3240-F
w/ (32) 16D SINKERS & ILUGT2
3100-M 4520-F 13100-M
3800-F
w/ (32) 16D SINKERS &
(14)1/4"x2 1/4"TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 161
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
605
12 - 10d
SPT24
1090
12 - 10d
HCP2 1
590 1
555 1
12-1 Od x 1 1/2"
HHCP2 1
680 1
570 1
(20)1 Od x 1-1 /2'
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
I
OC FOR CARPET AREAS
DROP HIP DETAIL
2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (8) 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 WTH
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 FIT. 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 DETAIL9
(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
OV
T7t�E=0-1 -----(A)-
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
MAIN FRAMING PLAN
SCALE: Y4"=1'-0"
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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 :
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SHEET NO.
7.0
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I
CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
VIND SPEED (ULTIMATE) 14' .0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
,XPOSURE CATEGORY
EFFECTIVE
WIND PRESSURE AND SUCTION (PSF)
HIP
ROOF >20 TO 27 DEG.
WIND AREA
VALUE DENOTES PRESSURE
(SO FEET)
(-) VALUE DENOTES SUCTION
[4:12]-[6:12]
AREA
ROOF
1
2e
I 2n
I 2r
I -3-F-3e
I 3r
a=4ft
HIP
-35.94
-49.57
� . �57
-49.57
10
-
-38.22
-38.22
-60.99
-60.99
-60.99 1
-78.58
r 0 ` A
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD
ROOF SHEATHING:
0
SHINGLE: 7/16" EXP. 1 (24/16) or IY32" EXP. 1 (12116)
ELL 1%2" EXP. 1 0�116)
NOTE:
1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
a
#4
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
GABLE
a=4ft
ROOF > 20 TO 27 DEG.
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
[4:12]-[6:12]
@ 16' O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
M�
UPLIFT CONNECTION CROSS-REFERENCE
MARK
0
SIMPSON STRONG TIE
CONNECTOR SYP CAPACITY SPF FASTENERS
USP MANUFACTURING, INC.
CONNECTOR SYP CAPACITY SPF FASTENERS
A
META12
1420
9
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 1 112"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
1 7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2*& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4"x 3"SDS
WOOD SCREWS AND (2)
1/2"x 5"TITEN HD ACHOR
BOLTS
RFUS
7100
-
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4"x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8"ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8" ANCH. /(26) 10d A-1/2
K
HD313
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w1(16)1/4"x3"SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4'
X 2 1/2" SCIS WOOD
SCREWS & (1) 5/8' ATR
M
VGT - F
4940
3555
w/ (16) 1/4"x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x21/2"SDSWOOD
SCREWS & (1) 5/8- ATR
---
N
LUS26
1165/1060
10051915
8 - 10d x 3"
JUS26
1000/1080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
0
HUS28
1760/4095
172013125
30 - 16d x 3 1/2'
HUS28
2950/5090
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 112"
MTW12
1195
1005
14-1 Od x 1-1 /2"
VGT-M
4940
3555
w/(16)1/4'x3"SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
-S
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
wl (24) 1/4" x 3" SDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
-
U
MGT
1 3965
3330
22 -1 Od x (1) 5/8"ATR w/ 1 Z'
EMBED w/ SIMPSON "SET"
EPDXY
MUGT1 5
4175
22-10dx(1)5/8"ATRw/12"
EMBED w/ USP CIA-7000C
IEPDXY
I
I
I
i
V
1 (2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
LUGT2
31 00-M 4520-F
31 00-M 3800-F
W/ (32) 16D SINKERS &
(14) 1/4"x 2 1/4"TITENS
(10) 1/4" x 3" WEDGE-
(2 PLY) OR (28) 16D
BOLTS (2-PLY) OR (32) 1(
SINKERS FOR FRAME
SINKERS FOR FRAME
A. W/ BLOCKING
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
1 555
1 535 1
10 - 10d
SPT22
735
8 - 10d
SP2
1010
1 605 1
12 - 10d
SPT24
1090
12 - 10d
HCP2 1
590
1 555 1
12-1 Od x 1 1/2'
HHCP2
680
570
(20)10d x 1-112"_
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
IMPSON MGT w/ (22) 0.148
3- & HDU4-SDS2.5 (10) 1/4'
2 1/2"SDS WOOD SCREWS
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
(1) 5/8' ATR.
DROP HIP DETAIL
! STORY
(2)
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 TGUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES, R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
17 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
___j1_
(A)
OR 2 PLY
'ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN
SCALE: Y4"=1'-0" I
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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. Engineees signature and seal
is only for
the structural engineering portions of the drawing pages bearing
Engineaes signature and seal.
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JOB
NO:
21-2023
SCALE :
AS NOTED
SHEET NO.
7.1
GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lIntels as required.
3. Installation of lintel must comply With the architectural and/or structural drawings.
4. LI-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 174" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
ii. The exterior surface of lintels Installed In exterior concrete masonry walls shall have
a Coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
__�a7e vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
-_0jFW= BWM= 1W9WE �=
-Ni 01 ME MIM-Ml
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off"M
mm0 a
8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32 I B/1T
(9 (B 8 (3
FORM & GROUT SOLID
v 2, 0� r
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9 LU
_j
.0 #5 BAR CONT.
8F12-1B/1T
(0
V' LINTEL DETAIL
SCALE - N.T.S.
a
0 a
a
1011m=_
ISa
IS
O
LISLE
IVA
TYPE DESIGNATION
F = FILLED WITH
GROUT / U = UNFILLED
R = RECESSED
QTY. OF #5
F_ REBA BOTTOM
OF LINNEL CAVITY
8F16-
B/1T
tNOMINAL,
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL -
HEIGHT
MATERIALS
1. rc precast lintels - 3500 psi.
2. fc prestressed lintels - 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi wi
4. maximum 3/8" aggregate and &'to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
REBAR
MIN.
AT TOP
(1) REQ'D
.1 -
LEAR
ALTERNATE POWERS
STEEL LINTEL
4 Aj
0
4
.0 C.M.U.
#5REBARATTOP -
GROUT
MIN. (1) REQ'D_ - 1-1/2" CLEAR
>
'�C.M.U.
-#5 REBAR AT
Lu
BOTTOM OF
L29W . V F
W 9
0 0'*-BOTTOM
LINTEL CAVITY
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Lu � 'L� Z_�
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REINFORCING
< d
7-5/8"ACTUAL
f-PROVIDED IN
LINTEL
0 > 5 REBAR AT BOTTC
NOMINAL WIDTH '
W 1�7 L INDICATED
(VARIES)
0: - L . I al
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
2x8 #2 SYP STUDS @ 8" O.C. W/ (2)
SIMPSON MSTAM36 STRAPS EACH
STUD ((1) STRAPS EACH SIDE)
CENTERED W/ (13) 10d NAILS & (8) Y4"
TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16" O.C. W/
(4) SIMPSON MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
W/ Y2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturees specifications for installation.
2. Contractor to provide proper protection of ]Intel to prevent rusting
Refer to manufacturees specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the camentifluos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
,,K SEE PLAN
WT/VVALL
E3-8" KNOCKOUT COURSE
11�A W/ (1) #5 CONT.
--SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
SCALE: 1 " = 1'-0"
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
5'-8" LL
LINTEL PLAN
SCALE: V'=V-0"
L
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To the best of the Enillneer'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
Engirzes signature and seal.
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STRUCTURAL NOTES
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SOX) 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 il AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 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.
"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.
DEADLOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 1OPSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
T-2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE 'C", IMPORTANCE FACTOR 7' = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 I A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3"
2-
1 Y2.
y4"
CONCRETE TYPE
MIN. 28 DAY
DESIGN ft)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W1 (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. STRUCTURALLUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32"EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROV`IDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES,
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
FV 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 rewinspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigatiords
,frinkler sgstems includiniall risers and
spray hea s shall n t be installed wl hin V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must De
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilutipn. If rpi 11 occurs bef6re vapor retarder placement,
retreatment is requiry
9. F'C-I�eRr)1861 'd bC nrcreixeteonveor o rtanadtimen r along the foundation perimeter
em �e e7o a a rp
so�
I re ja
must
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 vprtical chemipal barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical baffier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin apartment
b a licensed pest control company before a certificate of occupancy will%� issued.
T�e certificate of compliance shall state: 'The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance With the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS I ONALS'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" lY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the 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
Engineers signature and seal.
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SCALE :
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SHEET NO.
S N
'' 1, 1, 1 1 11 11114"Ilml!"I —
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blockina— 1_�
1/8" gap
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
DOUBLE JOIST CONNECTION
N.T,S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pff max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
_f
code for appropriate
details in
One 10d box
—or--20
areas=20 of high
sinker
lateral load.
nail each side
101-011
0
at bearing.
TANK -LESS W/H
Boise Joist Blocking
Use 3" (1 0d) nails at 6" o.c.
FILL CELL-� STD. 90- HOOK F BOND BEAM
UJI
#5 STD. 900
CONT. HOOK
BAR ,
BOND BEAM STEP
CONT. #5
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SCALE: N.T.S.
/-2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND - ----- SHEATHING PER PLAN
CONNECTION t
-�,_5�1 TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
'��MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
OF 2nd FLOOR
Solid block 11 f , rom BLOCKING TO MATCH
above to bearing below. STUDS
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min. Small gap 2-1 min.
2" max. 4" max.
Web Stiffener Fastener Schedule
Joist B rina Location
Series i Depth End Intermediate
9-112" 1 2-8d 2-8d
BCl 5000s� 11-7/8" 2-8d 3-8d
14" 2-8d 5-8d
Clinch nails
9-1/2" 2-8d 2-8d I
when
BCI 6000s 1111 -7/8" 1 2 8d Md
possible 1 8 �4" 1 2:8d 5-W
BCI 6500s
16" 2-8d 6-8d
11 -7/8,, 24d--- 3-8d
2-8d 5-8d
16" 2-8d 6-8d
JJJTa��j 3-16d 3-16d
Tight fit ------ BCl 60sP 14"
2x4/PIywood/OSB web stiffener 2" min. BCI 90SO 14" 5--16d - 5-16d
required when indicated or 4" max. 16" 6-16d L 6-16d
- Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls: - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
rWhen joists meet over wall, provide
-13/4" minimum bearing for each.
SIMPS(
w/ (22)
NAILS I
5/81
THRU
BOLT
SIMPS(
w/ (22) -
NAILS 1
R TRUSS
'OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHIEDULEFOR
E AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON META12
Plumbing META12 TSS INSTALLATION
1=1;,L —
Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N,T.S
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SIMPSON META1 2 / META1 2 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H110A,
x 1 1 .50 REQUIRED)
wl (118) 1 Od x 1 1/2"
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
Provide adequate bearing 61 A A , . , 11 �4
Use 1 Odx3" nails at 6"o.c, for all joist , .* . . .. . 1 14. A. 4' . '0
CORNEROF__/ for each lapped joist. blocking panel *Non -stacking walls a is. 1 0 A
HOME H C G I �Olsi 00
Squash block 10d nails require additional consideration.
GARAGE SIDE 000 (2x4 minimum) SECTION @ INT. BRG. WALL FINIW GR I ADE 11
51-011 Bearing wall, Versa -Lam LVL or N.T.S.
[A
104
s7a;LamL or
STUB -OUT FOR -0. Glulam Beam
F'
GAS METER 0
0 Lo
C,4 NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST Backer block (12" wide min.) SEE FND. PLN.
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10- 10d nails, SIZE & REINF.
D
IN BEARING ZONES (KNOCKOUT EXEMPTS) Install fight to top flange. SLEEVE THRU STEM 12" BELOW
(see table below) D
PIPE VERTICAL THRU FND.
MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE
SEE PLAN FOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hange
FOUNDATION NFO
or drill flanges
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
(0 O-L-0 F1 STEM FOUNDATION
PVC OR SCH40 SLEEVE
GAS CONNECTION DETAIL
TOP (2) #5' x 4- 0"--\\
GRADE
"ONLY APPLIES TO HILLSBOROUGH, AND PASCO COUNTY" 6" A IY2" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES Filler block. REINF. SEE PLAN CENTERED � PI�E PLUMBING LINE
BE CUT ANYWHERE IN CANTILEVER LARGER THAN > Nail with PENETRATION
THE WEB. PROVIDE AT ROUND IN 10-10d nails. 14. If— I
L
LEAST 3" OF CLEARANCE CANTILEVERS. top A
FROM OTHER HOLES Backer block required where A 0 q A
mount hanger load exceeds 250 lbs.
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2'- Install tight to top flange.
A Tv
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.
131-911
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
161-511
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19-4-
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24' O.C.
6A"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-13"
(2) 16d TOENAILS
2- X 8" @ 24" O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-011
(3) 16d TOENAILS
2" X 12'7@ 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
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 CIENTERLINE 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. 1Y2- ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %' KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
/4"-2"gap—_._
I
Backer Block
.7op Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
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
requirements
0 6 X Joist
depth
D
\1 -V
I -JOISTS BUCKETS
N.T.S.
'---A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
191 1A PPRAP
TYP. FND. PENETRATIONS
SCALE: N.T.S.
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERI
PENETRATION PLUMBING LINE
ED @ PIPE
'A
A4. A .
'4 A4
4 'd
4 A 4
4
A
SEE FND. PLN.
SIZE & REINF.
1k %
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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
Enginser's signature and seal.
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JOB
NO:
21-2023
SCALE :
AS NOTED
SHEE7 NO.
SN 1
1I'.j!I1I1q 1- -.11 TF
ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.) VARIES
!!�� I
INSU
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS INTERVALS NOT EXCEEDING
@16- O.C. W/ (2) 10-4' (R302.1 1)
A -
FOR UNDERLAYMENT 16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
PRE ENGINEERED WOOD APPLICABLE.
TRUSS @ 24" O.C. U.N.O. ORTAR BETWEEN
2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & C� SLAB & BLOCK
HURRICANE ANCHOR @ EACH @ 6' M�� FROM END OF 2 x PLATE
TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3-
6 x 6 WIA x W1.4
Cl)
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ELEV. U-13"
I I' OIL
SHINGLE ROOF, SHINGLES TO 'I
MOISTURE BARRIER b
E�9 A 4 0
BE IN ACCORDANCE w/ ASTM 9 4
4 \4 ELEV. 4-3 1/2" A_N 1--
D7158-CLASS G or H, or ASTM
D3161 -CLASS F, IN 2x4 CONT71X 0 U_
4
ACCORDANCE w/ TABLE 4
R905.2.6.1, FLORIDA BUILDING 4 C14
CODE 7TH EDITION (2020) 8-1 9 GARAGE DEPTH VARIES 4 1 4
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB
ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0"
k � S3 S3
5/8" OR 1/2" HIGH -�
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
!
F
ALUMINUM DRIP
EDGE
LUMINUM FASCIA
\12'
I
W/A HABITABLE ROOM
, N.O. 2x SUB FASCIA
ABOVE) W/DRYWALL
EE STRUCTURAL
SCREWS @ 7" O.C.
SOFFIT SHEET SS
CEILING & 8" O.C. WALLS
8"x8"X`16"KNOCK�OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON FLOOR
FILLED SOLID W/GROUT
PLAN
1x2 P.T. HORIZONTAL
NAILER
TYPICAL
STD. 90-HOOK (SEE DETAIL)
_,1_______8"C.M.U.
TYPE 'IS" MORTAR
ARCHITECTURAL
FINISH
1x2 FIT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
C9
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER-\
CD
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
NOTE: EXTE N D
W1.4=11.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
Stt
;0
Cl)
6 M IL VAPOR
BARRIER
COMP. SOIL.
(COMPACTE TO 95%
MODIFIED P CTOR
ASTM D1557)
(2) #5 REBAR CONT.-,/ 3' MIN. CLR.
ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE
U.N.O. - 4" V-8" (2 STORY) DETAIL)
TYPICAL WALL SECTION KA
SCALE: 3/4" = V-0" 1\ �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
PAVERS�
O.H.D. RECESS
N
-4" C?
SEE A/S3 OR J/S6 -
FOR REINF. INFO.
3" MIN. CLEARANCE
1- " (1 STORY)
/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1 " (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
C F1011
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
S.P.F. STUDS 1 O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
,1-2x
-
—44 2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
00
LOADBEARINGOR
INSULATION PER FBC AND ENERGY
-0
2x BLOCKING HORIZONTALLY@
EXTERIOR WALL
81, C. M. U.
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
,
1 "x P T STUD
2x BLOCKING HORIZONTALLY@
APPLICATION
NOTE:
10'-0" (R302.1 1)
#5 V ERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SEE CCIS3 OR
C14
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2' GYP. WB (MIN.) @ GARAGE
G/S3 FOR ANCHOR
'"J"
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW-90 HOOK DETAIL
SIMPSON SP1 w/ (10)
"' ' "j
SIDE IF APPLICABLE.
BOLTINFO.
5/8"x6 BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8"THICK.
0 K.O. BLOCK
10d NAILS
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
*SIMPSON SP1
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
2X FIT PLATE
20- MIN. LAP [24' MIN. LAP]
#5 REINFORCING
X
x
SPACEANCHOR
R
3500#, MIN. TENSION 2600#)
w/ (10) 1 Od NAILS
C14
FIBERMESH
WEEP SCREED INSTALLED
BAR
_j
BOLTS 6" MAXFROM
6 x 6 W1.4 x W1.4
TYP.
2x P.T. PLATE
PER MFR INSTRUCTIONS
AT
END OF 2" x PLATE _,*�, 4.
WWF OR FIBERMESH E
r I Cl)
ASSUMED FINISHED
#3 OR #4 REINFORCING BAR
LU
0
P
. ---, I I -
, rp
�GRADE
j
2i
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40k
A _j
x CL
A
MONO OR STEMWALL---,
J
FINISH GRADE ;0
25"MIN. LAP [30- MIN. LAP]
[GRADE 60 MIN.
FOOTING MONO SHOWN
;0
<
I>
FOR CLARITY
6 MIL VAPOR BARRIER 1>
7 76�
#5 REINFORCIN BAR
R 17/811
W
FI-1 I T1,1=1 I r 2�
1^r-
F<
% — 11 �� IiZ
NOTE: L
*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
D1 557) 17
11 F- =-9 -11 1-1 11 411 11-41'
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\
A A GRADE
;0 w
w/ OPT.
16 REBAR
I M M, M "Iffil ESCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" � S3
EXPANSION JOINT BLOCK WALL BEYOND
13"
O.H.D. RECESS E !6
a it
4"
SEE A/S3 OR J/S6
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STC RY)
V-8- (2 STC RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
01011 0 CONT. BEAD SEALAP
I A
INTERIOR
-3 1/2"
4 mK
CONCRETE NAILS W 11/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB--_,
en 6 MIL VAPOR
BARRIER
36- MIN. LAP [36' MIN. LAP)
ON 3" CHAIRS
1
10"
V. V-4" 8"
(TYP.)
_--#6 REINFORCING BA
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF
WALL w/ UPLIFT
rG
SCALE: N.T.S.
�3
SCALE: 3/4"=V-0"
� �3
EE PLAN
1 1/2" RECESS FOR
6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM W/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX.
CONNECTION INFO
SEE PLAN FOR jh
& LAYOUT DESIGN
7
TOP OF BEAM 'IV
SEE ROOF PLAN
A
A
0? q
A.
(2) HTS20
FOR STRUCTURAL
C) ci
BEAM SIZE &
4
CONNECTION INFO
--N4 P.T.
lo PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6
/__701116'8'. MIN 7/16" O.S.B. SHEATHING
z ATTACHED PER NAILING FOR REINF. INFO
Cn 0
6i SCHEDULE OPTION #1
COLUMN LOCATION Ix * SEE TYP. WALL SECTION FOR ADDITIONAL
_j SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
Lu COLUMN SIZE AND BASE
W
Uj CONNECTION INFO. SLAB STEP & RECESS (@ S.G.D. rm"*�
SCALE: 3/4"=V-0" S3
2X STUDS @ 24" O.C. U.N.O.
GARAGE
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL
ATTACHMENTS & 18/D1
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS
AT 8"O.C.
MASONRY WALL AND
PAD FOOTING
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS c�
TO FOUNDATION PAD
INSULATION PER CHART
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
Cn WWF OR FIBERMESH
SQUARE CMU BLOCK BASE,
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
CONT. FOOTING STEEL-\
Z
00 2
_j F1 1 711
Uj a -.11 =1 I I
MAT REINFORCING.
11,
40 El I F�I IE__1
Uj
I
14" 14" 1
INTERIOR WALL SLAB STEP NON-BRG. rK
SCALE: 3/4"=V-0" 3
BRICK PAVERS or SLAB PER
b ILLI Cf) U.1
00
0 ''F I— TF,
z
0'-0" FIN. FLR./-6 OMMUNITY SPECS
LL 0
Cn
4
_1
I I I =1 I IL7.1 I IE] I JEEI I 11�
-FOOTING
4-111=111=1
BEYOND
PAD REINFORCEMEN
3" MIN. CLEARANCE
SEE FOUNDATION
(SEE SCHEDULE)
FOOTING WIDTH
CONIC. PAD INFO.
SEE SCHEDULE
TAPERED CO-LUMN FRAMING KCD12
PATIO COLUMN FTG. DETAIL
�N
SCALE: 3/4"= 1'-0*
SCALE: N.T.S.
�3
C14
C:0
C14
Q0
%t %%%III fill,
N & 4F
No PE787 50-17..
STATE OF ILI
0
To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE :
AS NOTED
SHEET NO.
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A)
2-
CL
—
8
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER—\
//,SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION
CONNECTION
�tll
SCREW OFF CAP (3" DIA.)
—2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
WALLIS 11/2" MAXIMUM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4"FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
PLATE —]
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
FACE OF BLOCK WALL IS 2 1/4"
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
�-7 1.4. --TO BLOCKING
--�(2) 2x HEADER
PER PLAN
Zj\
\_ 2x BOTTOM PLATE W/ (1) 1 Od @ 8"
5
VARIE O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T .S.
12
—SEE TYPICAL WALL SECTION
SEE ELEV.
PRE-ENGINEERED WOOD
TRUSSES @ 24' O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od . . .. ..........
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
F._�ISTUD
�7- W/ (3) 1 Od NAILtSe���
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW Y,'
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
IL
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE 'Z
z
5/8" x 10" "J" BOLT @ 24" O/C MAX
AMA
W/ 8" EMBEDMENT
, 0
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT..
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90' 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.)
V--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
---
GARAGE ENTRY FINISHED MASONRY DETAIL
CL'
TO DRAIN
'W
EXTERIOR
WALL
WALL CLEAN -OUT rA
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 (B MASONRYLAYOUT rD
SCALE: N.T.S.
� �4 1\14�
7 5/81, 8" 7 5/81, 8" 7 5/81, 8"
KNOCK OUT
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
)#5
0 0.
oil
NOTES:
(DFILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
COD
1/2"X91/2"PLYW BLOCK WALL ABOVE.
SCRAP MATERIAL—,
k
W
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
6 MOUNTING BASE
SCALE: N.T.S.
8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
IF
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
4
BOTTOM OF MOt INTING R
POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
SHED FORWARD THIS DRAWING. GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
rop
ARAGE
1OOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
UCK KK
TYPICAL GARAGE DOOR B
SCALE: N.T.S. �' �4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(47
(2)
41
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
@ 12" O/C FOR 2"xl 0" OR
-ROWS 12d NAILS STAGGERED
3
GREATER HEADER
\--(2) 2x HEADER SEE PLAN
a INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
9 EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
�'�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT, PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. � �4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24' O.C.
5/8"x10""J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIE��
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
BLOCKING W/ 2-16d TOE NAILS
r@T EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2x TOP PLATE—//
V2-16d
2X4 PT STUDS @ 16' O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER Hip
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
IL
NAILS AT EA. TRUSS VERTICAL WEB
EB
2x STUD @ 24"
24"
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
'ENT
L
O.C. MAX.
IN KO BLOCK AT EA. STUD
MAIN SPAN
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
FEQUAL @ 12" O.C.
MOISTURE BARRIER
ROOFTRUSS
SEE A/S3 FOR,
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REIN F. INFO
PLATE TO CONCRETE
4T
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 TM
Zi
v
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 wl (12) 16d NAILS
TOP 2 ROWS 1 Od @ T' O.C. (14
�.��PLICE �AILS TOTAL) EA. SIDE OF
4 SPLI
.9"4 CESTAGGERED
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO TOP PLATE
NOTE:
PLATE LENGTHS MUST BE B0170M SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVERSTUD
TOP PLATE SPLICE DETAIL
SCALE: N.T.S. 1\ �4
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
h i -4: :1-- 1 �
TYPICAL INTERIOR NOW
BEARING WOOD FRAME W
ALL/j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
SCALE: N.T.S.
' �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
'OXIED A.T.R.
DXIED A.T.R.
t & NUT
ROOFTRUSSABOVE
/_ 2X BLOCKING
\-NAILED
A.
INTO
TRANSOM
1 Od NAILS @ 6"
NG
TRANSOM FRAMING
FRAMING
STAGGERED
2X P.T.
S1
SEE SECTION AA/Sl
PLATE
AND BB/Sl FOR
A
T ILS
ADDITIONAL DETAILS
SIMPSON
Spi
BOLTS @ 24" O.C.
SIMPSON SIMPSON-
AX
- R ECESS
LSP4PSO�
SP4 SP4
LINTEL
7.
2X P.T. PLATE
2X8 P.T. BOTTOM PrTE"_�
5/8"X1 0" "J" BOLT @ 24' O.C. MAX.
SIMPSON
SIMPSON C
(MIN. (2) PER BOTTOM PLATE)
C
SP4
SP2
SIMPSON
I
i
1.. .1
SP4
-NAILED INTO
TRANSOM
FRAMING
SIMPSON
SPI
SP4
SIMPSON
SIMPSON
SP4
-(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
N, K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X 10" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
"�10d NAILS@ 4 1 Od NAILS @ 6" O.C.
STAGGERED A
STAGGERED
—M TRANSOM FRAMING
0 0 BEYOND.
----- -
PLYWOOD FASTENED TO TRUSSES
""—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
& 8" O/C FIELD
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2X8 WALL) SHEATHING
SIMPSON SP2w/(12) 10d NAILS MASCINRY-
'X10" J-BOLTS @ 24" O.C.
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 5/8'
o
MAX. (MIN. (2) PER BOTTOM
4 11-
2X8 P.T. BOTTOM a
PLATE
5/8"X1 0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N,T.S.
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Enginse(3 signature and seal,
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SCALE
AS NOTED
SHEET NO.
S4
SIMPSON HGAMV
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (1
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.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS ��
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45*t
45*t
x
45* 1
SEESTRUCTURAL
NOTES AND NAILING
2x4 CRO1111
BRACE
SCHEDULE FOR �A
APPROX. 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x4KI KERN
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@ F_O�O/C .
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(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
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
E TRUSS
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
SILL
-1/2" CDX PLYWOOD OR
(2)1 Od TOE NAILS @ EA. �—Nz
9\./*/ k
I
BLOCKING
7/16" OSB SHEATHING
r'ATTACH ED W/ 1 Od
END GYPSUM WALLBOARD
[::�zl/2"CDX
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST
PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3' @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
CM
THROUGH CHORD
2-x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
M
1
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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
MAX. 9" BACKNAIL w/ (2) 16d NAILS
UNSUPPORTED,
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING—i
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2X4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
EACH JOINT w/ (3)
TOE NAILS @ EA. END
10d & (2) 10d TOE
2x FRAME WALL (SEE WALL
NAILS @ EA. END
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
OSI3 SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
END TYP. TOP &
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
\
.
.
O.0
2x4'T"ON TOP OF PANEL BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48 FOR
-1 2x BLOCKING
FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED 1/2"
8" "J" BOLT
48" O
C
THE FIRST (4) ROWS OF TRUSSES 2x4 'T" ON TOP OF PANEL
(2)16d
x
@
.
.
INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT wl (4) 1/4"xl 1/2"SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 1 0dx1 1/2" NAILS AT 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
SIMPSON META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24-,
GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/MIN.4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
� �5
SCALE: N.T.S.
� �5
TITEN ON OUTSIDE
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
SEE STRUCTURAL
CHORD BLOCKING
;0
;o
NOTES AND NAILING
INFORMATION
SCHEDULEFOR
—111.
SHEATHING DETAIL
BACKNAIL w/1-:/
2
1
(2) 16d NAILS
-WOODTRUSSES
.
00
;0
2"x4" CROSS BRACE ----
APPROX. 8" FROM
-2x4 RAT RUN BRACING
RIDGEFASTENEDAT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
Ot
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
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
7
^� �1 1� I A^� I A RAILIA"^Kl
/QDA C: A QWN AIKI C:r'10 11131 V%
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MAX. 9"
8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 10/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.
SON HGAM 1 OKTA W1 (4)
EPqES AND 12" O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
.1 -
—JACKTRUSS
BLOCKING & (4) 1/4'X2 3/4"
:":,
7- SEE PLAN FOR
TITEN TO CMU
t-.,,.-CONNECTION
%JV I V]Lm LJI%Q I Lj1%1v1111r% I [Wil 'S. . �
_
2X4 "T" ON TOP OF PANEL--j
BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
EXT. WALL CONN. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 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 r9
SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
� �5
ADDITIONAL INFORMATION. SCALE: N.T.S. �5
SCALE: N.T.S.
S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL 1
(2) 16d NA
(2) 16d PER
JOINT
7"x4" MIN-.';FF M/,1;S
CROSS BRACING DETAIL
SCALE: N.T.S
S5
12
6 MAX.
85
i
S5
GABLE TRUSS
12"
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
'L" BRACE W/ 10d @ 4' O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
CONT. BEARING
:SH SCHEDULE
�TTACHMENT
2 SYP BLK'G @ 16" O.C.
JxO.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO. 131 @ 8" O.C.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
V BRACE W/ 10d @ 4!' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
7/16" OSI3 SHEATHING
ATTACHED w/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4'7" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING --2x4'T'BLOCKING
@ 48.. O.C. 16d NAIL
1" BRACE "N �' /
ATTACHED /,
10d NAILS 4'
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL
SCALE: N.T.S. S5
2x4'T'BLOCKING
48" O.C.
16d NAIL
1" BRACE ATTACHED —
W/ 1 Od NAILS @ 4" 0.
Aj4
L
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
GABLETRUSS
TRUSS VERTICAL
SIMPSON SP2 w/ (12) 1 Od
L2x4 LEDGER (MATCH BOTTOM CHORD DBL, TOP PLATE NAILS AT EACH STUD (2) 2"W"L" BRACE
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
SECTION SECTION 16d PER SIDE
SCISSOR GABLE "T" BRACE
SCALE: N.T.S. SCALE: N.T.S.
� �5 AS PER HIB 91 SCALE: N.T.S. 1\ �5
20'-0" MAX 20'-011 MAX
"X" BRACE SEEDET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
CING W/ (3) 1 Od x 3" AT
EACH CONN. @ 24" O/C
\,-MOISTURE BARRIER
\_BONDBEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON - LOAD
BEARING LOCATIOn(UNEVEN CLG.) rE
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4' (U.N.O.)
111 BRACE
2"x6" (U.N.O.)
1" BRACE
2411
0-0" - T-011
3'-0" - 6'-0"
6'-0"& GREATER
SCISSOR GABLE (1) 2 to x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 14'xl 1/2"SDS
SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS
TO PLATES (TYP.)
�---CONT. BEARING
GABLE END BRACING DETAIL SCALE: 3/*'=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
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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
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
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained wbin these
drawings comply with the 2020 Florida Building Coda -
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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SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO 2x STUDS@ 16"O.C.____1
STUD & (8) 10d x 1 112"TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING
16A (2) ind a fill 0 r CONTINUOUS TO BOTTOM RIBBON B (2)- 2x TOP PLATE I WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY,
VVI ou ttzo'+ 4 MVVVC) 0 1 MUUCr%L:Lj
NOTE: EXTEND SHEATHING TO
2nd FLOOR WALL---. BOTTOM OF BEAM OR GIRDER
2"x BOT. PLATE W1
(2) - 10d @ 6' O.C.
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
BEAMIGIRDER
.7
WEEP SCREED
w
x
INSTALLED PER. MANUR
a
SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
PRE-ENGINEERED
EMBEDMENT IN KO BLOCK
FLOOR TRUSSMOIST
FLOOR TRUSSES FF
I
Z-15132"OSB
EXPOSURE 1
W
SHEATHING W
--SOLID 2x Ch
BLOCKING @ ALL
SHEA1 'HING
EDGES(SEE
OPENING
AFQTION X-Xl
w
a. u
C
—X
Fr LLJ
_x
E
_2xSTUDS W
BEYOND. In
SEE PLAN
0
ATTACHED TO STUDAND OR BLOCKINGAT ALL EDGES. A MINIMUMX"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN Ye".
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL
LL.
@ NAIL OPENING PERIMETER wt (2) ROWS @ 4- O.C. wl 8d COMMON NAIL.
0
@ NAIL INTERIOR AT 6" D.C. w/ 8d COMMON NAIL.
STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C.
w/ 8d COMMON NAIL
L'U
LL
PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER
8d COMMON NAILS (9) 4' D.C. (2) ROWS @ TOP & BOTT.
@,
(2) 8d NAILS CD 3" O.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
NOTE:
r 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X21/2
\—rA IJ 7::�:2�4 P.T. BASE : DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
2x RIBBON OR VERTICAL ORIZONTAL PLATEBEYOND SURFACE MORE THAN 118".
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
2ND FLOOR FRAME CONNECTION FLOOR CONNECTION 3/8" "S"= NAIL 318"
'W"
SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" SPACING
� �6 � �6
FOR ADDITIONAL INFORMATION.
S t\ � 4"1,7 1/2"
S'.
S
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" B.U.C. LOCATIONS SHALL BE MIN 2x4 #2
FOR UNDERLAYMENT SPF TURNED VERTICAL w/ 7/16"
NAILS TO STUD & (8) 10d x 11/2" TO BAND FLITCH PLATE TO w/ (2) 12d
ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1 Od NAILS TO TOENAILS EA. END. NAIL FLITCH
TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDI�G` PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS
CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2nd FLOOR WALL------, 2"x BOT. PLATE W/ TO MASONRY BELOW (2) 8d NAILS @ 3" O.C.
SHINGLE ROOF, SHINGLES TO BE IN STAGGERED FOR SHEATHING
FU
ACCORDANCE W/ ASTM D7158-CLASS G or (2) 10d @ 6' O.C. FLOOR SYSTEM
12 H, or ASTM D3161 -CLASS F, IN
SECTION X-X
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
Z:7
(2020) RESIDENTIAL BAND JOIST
ROOF SHEATHING - SEE
INSULATION— NOTES: USE
LT
WALL SHEATHING INSTALL.
SCHEDULE - [RSH] - ON
BAFFLE FRAMING SHEET FOR "SIMPSON LTP4 w/ P4 & EXTEND SIMPSON MSTAM36 rc
INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO
4
CHART ON FLOOR @ 24" O.C. BOTTOM OF RIM 1\ �6 &NAILING SCHED.
PLAN LUMINUM DRIP EDGE BOARD/BAND
REVISION 12-7-2020
JOIST FOR
Q--) Q C C ALUMINUM FASCIA 1st FLOOR WALL SHEAR WALL
5/8"OR 1/2" HIGH STRIEN I GTH CEILING 2X SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" ONLY. (6) 1/4" x 2 1/4" TITEN MASONRY WALL
BOARD PER CODE W/ 13/8" DRYWALL NAILS TO STUD & (8) 10d x 11/2" TO BAND SCREWS TO MANSONRY
11
NAILS OR DRYWALL SCREWS 7" OIC SEE STRUCTURAL SOFFIT SHEET SS JOIST AT EA. STUD WALL PER STRAP
CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1� - P. 2-ROWS 12d NAILS
1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY STAGGERED @ 12" O/C EACH
DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION CONNECTION W/ MSTAM36 FACE OR 3-ROWS 12d NAILS
1X2 NAILER rE rL L STAGGERED@ 12" O/C FOR
PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2x CRIPPLES @ 2"x10" OR GREATER HEADER
_j
2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d
SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR
0 0 LU SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION
16" O.C. 2X S.P.F. STUDS 0 =
W/ (4) 16d TOENAILS TO TOP PLATE 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN
2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD INTERIOR HEADER:
LAYER 1/8" THICK. 1 Od NAILS @
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d UJ
U-
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD BOX HEADER (1) 2x SILL PLATE W/ (2)
INSULATION PER 8" O/C TYP. 12d TOENAILS
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W r CHART ON FLOOR PLAN
OSB (DRAFTSTOPPING) TO BE NAILED W/8d I DOUBLE 2x EXTERIOR HEADERS:
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR rB _'y �R CRIPPLE STUD (1) 2x SILL PLATE W/ (2)
.0.)
AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N 12d TOENAILS
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL OPENING LARGER THAN 4 FT:
DIVIDE THE CONCEALED SPACE INTO APPROX. EQ SPACER (1) 2x SILL PLATE w/ SIMPSON
AREAS. BLOCKS LS30 w/ (6) 10d x 11/2" EACH SIDE
N FLOOR SYSTEM ETAL SEAT
1513T OSB
EXPOSURE 1
SHEATHINci
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x
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SECTION X-X IF
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ER PLAN 0
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PAPER FOR
TRUS
2x STUDS TYP.
MOISTURE
P.T. BOT. PLATE
A
1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" q . 11
BARRIER
2x4 RIBBONS
FLOOR TRUSS
BEAM
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
P
CEILING & 8'O/C WALLS
STD. 90 HOOK (SEE DETAIL)
_4
I, "
SEE PLAN FOR REQU RED
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
11-4
1
2
(1)
(2)
(1) LSTA30
4'-9'
(2)
3
(2)
(2)
(1) LSTA30
(3)
(3)
(2)
(3) .1
(2) LSTA30
1/2" GYP WIB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS
INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED
CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL "T" AND CORNER LOAD BEAR I NG/EXTER IOR FRAME
NOTE: LAP SHEATHING TO B0170M OF DETAILS DETAIL (FLOOR TRUSS) WALL HEADER DETAIL rM
BAND JOIST TYPICAL I SCALE: N.T. S. SCALE: 1 1/2"=V-0" "6 �6
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
LIJ PLYWOOD SHEATHING NAILED PER NAILING
0 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL
U_ — SEE SHEATHING 2x BLOCKING HORIZONTAL SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
i SECTION C/S3 FOR
cc a. EACH FILL CELL TYPICAL SPECS ON FLOOR
W CO ADDITIONAL INFORMATION @ INTERVALS NOT 2X STLIDS@ 16' O/C
Ix WD FURRING @ 24" O.C. a. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE 1/2" GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302 .1 1)�
BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 5/8"DIA. x 10" "J" BOLT W/ 8"
SI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W1 2'DIA. 7/8" STUCCO FINISH PER ASTM C. 926
MIN. 2500 P APPLY 3 LAYERS W1 TOTAL THICKNESS
ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY—22K x 3/16" PLATE WASHER (MIN.
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS
MUNICIPALITY 410 6" BELOW GRADE 3/8" THICK EACH. 3RD LAYER 1/8" THICK.
@ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.)
SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER IMPSON SP1 W/ (10) 10d NAILS
4.
(MIN. SHEAR 3500#. MIN. AT EA STUD
E NAILS AT EA. STUD 2X P.T. PLATE
4' , /FINISH GRADE ;0 1 F 2500 PSI CONCRETE MIN.
A FLOOR TRUSS SEE FRAMING PLAN TYPICAL TENSION 2600#.)
WWF OR FIBERMESH WEEPSCR
6 x 6 W1.4 x WIA WWF OR FIBERMESH
< 2 x STUDS @ 16" O.C. SLAB W/ 6x6 W1.4xW1.4
C1) FLOOR TRUS6 2X P.T. PLATE EED INSTALLED PER. MANUF.
A SEE FRAMING WEEPSCREED :'4 4' 44
4
A
;0
6x6 W1.4xW1.4 PLAN INSTALLED PER MANUR
WWF OR FIBERMESH 1111 fill
SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 4,
ZD 7 FINISH GFLADE
2"x4" CROSS BRACE @ 48"
A
O/C FOR THE 1 ST 2'41 OF NAILS @ 24" O.C. INTO TRUSS 4'
1AFr___—".,T w 4
A
=W\—STD. 90 *HOOK BLOCKING & MIN. 4" EMBEDMENT b 2�
END WALL W/ (2)1 Odx3" @ EA.
(3) # 5 REBAR ON 3" H
AIR (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK
W/3" MIN. CLEARANCE 4" A
A A
(3) #5 CONT. ON 3- A
I I I I I f 1-1 1 1-1 f
TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR 891 V-8' 811 CHAIR W/ 3" MIN.
rT� MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 411
SCALE: 3/4"=11'4� �6 2ND FLOOR FRAME CONNECTION W/3"MIN. CLEARANCE
rR INTERIOR 2-STORY FRAME SECTION ALTERNATE FOOTING
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-10" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" �6 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0"
SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
FOR ADDITIONAL INFORMATION. I I I
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PLAN VIEW
SCALE: To�
NOTE:
THESE DETAILS ARE NOT PLAN
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YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x8
SYP
2x SYP CUT TO FIT
BEARS IN WALL
--2xl 2 SYP
BEARS IN WALL
'--2x6 SYP
B
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
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,%,�2x,4 DRAFT RISER AND TREAD
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2x8 SYP DRYWALL STOP MUST
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2x4 PT NOTCHED INTO STRINGER\-\,—/ (SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE
(14) 10d x 1 1/2" NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "All
<
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
OR
SIMPSON A35
LSC EACH
STRINGER
2x4 CUT ON BEVEL.
DOES NOT BEAR IN
WALL
SECTION VIEW "B"
SCALE: 1 V-0" SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
-2x4 BLOCKING FOR 2x12
-2x4 PT UNDER 2x12 ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
ROVI
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P OTECTION
LA SA HA OMPONENTS
ONC . W/ i., X
@ M - 32"0
C
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U
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2 TAPCONS @ MAX. 32" O.C.
G. 1
TOP OF
STRINGER—"',,
TREAD
1x4 GLUED AND NAILED TO STRINGER
DRAFT
,�Sx,4
Top
SYP DRYWALL STOP
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MUST NOTTOUCH
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G
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2x4 PT UNDER 2x12
OR LSC EACH
CH
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FOR STRAP
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2x4 PT NOTCHED INTO STRINGER\
(14) 1 Od x 1 1/2" NAILS)
AND NAILED TO FLOOR WITH GLUE
AT STRINGER CONTACT POINTS
SECTION VIEW 1lDll SECTION VIEW "Ell
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-0"
PLYWOOD
F94-2x SYP CUT TO FIT
BEARS IN WALL
_--------2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0';
NGER
3LUED
NAILED
SECTION D-D
2x4 SPF NOSING GLUED AND
SCALE: I"= V-0"
NAILED MATCH NOSING ON
OTHER TREADS
PLYWOOD
r-3/4
3/4" RISER CUT TO FIT 2X4 SYP BLOCKING
ON DECK
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
BOTTOM, GLUED AND 1/2" NAILS)
NAILED TO STRINGER
H 2x4 SYP BLOCKING
`11�x8 SYP GLUED FOR STRAP
AND NAILED TO
FRAMING (SIMPSON MTS12 W/
(14) 10dx 1 1/2' NAILS)
2_X4 DRAFT 2x12 3
STOP TREAD
v
2x12 TREAD
GLUED
GLUED AND
AND
NAILED---\
NAILED---\
2x4 PT NOTCHED INTO
' !Uit� 2
STRINGER AND TAPCONEDiii\ J�X8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED ,x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLU�� NOT TOUCH STRINGERS INTO FLOOR WITH GLUEAT-` NOT TOUCH STRINGERS NOTE: 2x8
LU DRYWALL STOP
STRINGER CONTACT )2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Lix /GLUED AND NAILED TO STRINGER NOTSHOWN
POINTS FOR DRYWALL SPACING ^F SECTION VIEW
POINTS LX4 GLUED AND NAILED TO STRINGER SCALE: 1 1-0.;
FOR DRYWALL SPACING B H 7�7
y^H \,., SECTION VIEW SECTION VIEW STAIR CONSTRUCTION DETAILS
_K_�T SCALE: 11-0.; SCALE: F0,; (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
Ols
F
2x4
ST(
2X4
SCALE: 1 V-0"
VIC1111
SECTION VIEW
SCALE: 1" V-0"
FLOOR TRUSS OR CONN. TO BOTTOM -
GIRDER, FIELD VERIFY OF NEWEL POST
STRINGER
(2) LAYER EDGE GOLD
N OSB OR PLYWOOD
OPTION: 2X4 CUT ON
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T OR 1 j"X16" LVL
NAILED TO SUPPORT
ATTACHED W/ 12d NAILS
W/ SIMPSON H3
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "Gill
SCALE: 1 V-0"
PER CONTRACTOR
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST LET INTO
THEBLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
NEWEL POST
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SCALE: 1 V-0"
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PSON MTS 2 W/
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drawings comply with the 2020
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the structural engineering portions of the drawing pages bearing
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11 rf'r A 1
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1-1/Alf r)P:TAII
I& U L U1__ I /-%I L
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SCALE: N.T.S. � S9
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG, & BUCK ---
21-011
—8d NAILS AT 8" O.C. AT BUCK
(4) 10d NAILS INTO
7/16" OSB 2 x 8 BRACE/ BLKG.
ARCH PANEL CUT HOLE IN O.S.B. FOR
N POLY -CELL IN THIS ARE7A
(4) 10d NAILS INTO 2 x 8
BRACE/ BLKG.
A Oni In 01 Iffl- CHI I AA11171-1-1-11 nE 1AIAI I O'nAlki n00
INSTALL WDW. SCREW ANCHOR-1 A . k I
INTO ARCH BLKG, PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL K"]�_
SCALE: N.T.S. 1\ �S
— SECTION
A -A
8"
2 x 8 BUCK - CONNECT TO BLOCK
WITH
1/4" x 3 1/4" TAPCON (11/4" MIN. -
EMBEDMENT INT��.)
/4" MAX
2-4-
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTWN"'.
VERT. BRACES WHEN HGT. OF
!0.S.B.
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/1
8d NAILS
'�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
INSTALL WDW, SCREW
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK��
B-13
SCALE: N.T.S. � �S
1/4" x 3 1/4" TAPCONS
,LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA, END
\—PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
810
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
EQUAL 4'MAX. RAD.
PROPER INSTALLATION MAX, 8"
FILL SOLID
BOTH CELLS
#5 RE&
(TYPI)
STD. 90'
HOOK 0
NOTCH WEB AT
FIRST 2 COURSI
,AFAL;l I Y = 805;F FOR 1 ti I KAF
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4"x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 wt (16) 16d
SINKERS AND (7) 1/4'x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl
MIN, 4" EMBEDMENT AT 16" O.C.
JACK TRUSS PROVIDED BY EE
S
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE LL
(5) 12d NAILS IMPSON
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
JACK TRUSS PROVIDED BY—j
TRUSS COMPANY OR 2x4
000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 7 000,
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16-
O.C.
SECTION @ ENTRY
SCALE: 3/4"= V-0" "I �S
L FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
41% #5 REBAR (TYP,)
400
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
4R #10
AND NAILED W1 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD K
O.C., 2 ROWS STAGGERED
4
90- HOOK
2x BAND JOIST W/ FACE NAIL 10d
(TYP.)
411111111111
@ TOP & BTTM CHORD, AND (8)
YP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
4%
E
METAL SEAT PLATE
C
NOTE:
10
LAP SHEATHING TO
t[N
*%
13C
BOTTOM OF BAND
4%0
JO
4ba,
±2' TClk�E;� FIRST COURSE
S I
SIMPSON HGAM10KTA @ 12" O.C.
W/
w/ (4) 1/40 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
rHE
S
TITEN INTO K.O. BLOCK
_0
FILLED CELL INSTALLATION rH
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
�, �S
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
i . . ALUM DRIP EDGE
BRG WALL TYPE T_ J='_� 2x SU
PER PLAN — B FASCIA
2x2 #2 P.T. MIN, T
FASTENED PER NOTE V
2 BELOW L CONT VENTED OR SOLID SOFFIT
CONT 2x4 NAILED TO — L 2x BLOCKING NAILED TO TOP
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
w/ 3-12d NAILS, TYP.
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
CMU w/ 3" LONG T-NAILS @ 24" O.C.
WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
3. IF) CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
(R�STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" (") FOR SOFFITS V-4" & GREATER
REV, 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS
THAN V-4" MID BLOCKING NOT REQUIRED
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-13"
DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H.
0 (2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
+ + ?1/y PLYWOOD SHEATHING
+ BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS + SOFFIT
2X4 SYP
EACH TRUSS Z
CONNECTOR
SEE LINTEL
SCHED.
F LL 1 St 4 COURSES
IL
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHANG
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI-D.
_�--#5 BAR
1.0" CENTERED W/
IN TOP
KNOCKOUT/
i F_ H� CHAIR BLOCK
MONO FOOTING H
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
—STANDARD
917 HOOK C"I
#5 BAR IN
FILLED CEL
L L, L
% e bf
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4"= V-0"
A)
B)
C)
D)
E)
GLASS BLOCK INSTALLATION NOTES
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/80 PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
20 ga. PANEL
ANCHOR
9 ga. PANEL
EXPANSION STRIP
1/4'
1/4" EXPANSION BOLT (2
PER ANCHOR)
I
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
— —
W W M AT PERIMETER
— — WHERE THIS CONDITION
(1) #5 BARS CONT. — OCCURS
TOP WITH MIN. 31- —
j ENTER IT
PRECAST LINTEL Nk
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTENSION
SCALE: 3/4"= V-0"
1\1 �S
z
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"4" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
SEE SHEET D2 AND
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 6-41
SIMPSON H174 w/ (18) 10d x 1 FLOOR PLAN FOR
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
1/2" NAILS TO STUDS & (1) - MORE INFO
7-
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
5/8" DIA. ALL THREAD ROD
U_ LU
NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
A'
0
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
x
EPDXIEDw/ SIMPSON "SET"
Uj
REINFORCING AS FOLLOWS:
EPDXY MIN. 6" EMBEDMENT &
Z;5
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
A
3" MIN. EDGE DISTANCE
#5x6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
z
EXISTING FOOTING
(2) #5x6'IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
U.)
SMOOTH. DO NO FURROW.
A:
C14
DRILL 3/4"4" 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:
�q
ce)
-7s'.
REMAIN FREE OF MORTAR.
-
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
04
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
4- SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
"-,—(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
AND POINT THE VOIDS WITH MORTAR.)
BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
rA
SE CTION
WEDGES FROM LOWER COURSES OF SOLID BLOCKS
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA
OF
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
RETROFIT
FILLED CELL DETAIL
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
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
SCALE: N.T.S.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
SCALE: 3/4" = V-0"
C14
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arz,
:E 4`0
V
0
To the best ofKr� and belief,
the structure] plansVk*jk h=Vtlon these
ad within
ndtlilding
drawings comply with th Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
W
Go
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615, 1- L-L Lu
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JOB
NO:
21-2023
SCALE :
AS NOTED
SHEET NO.
SS
CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014
MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS
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.
DB_+1
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
VVI I mm 1 1 1 1 1� v v
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH S I DE W/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 wl (24) 10d 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.
WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
01b VARIES W/
"F ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
I
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
ROOF
SEE "'U
PLAN 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
Ty
P,
TRUSS
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A W/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
iclf 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 K-3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d COMMON TRUSSES.
TOENAILS TO TOP SEE TRUSS PLAN
PLATE & (2) 12d END —MIN. (2) 2X4 FOR CONNECTION
NAILS TO TRUSS SPFTOP INFORMATION.
i
I
BOTTOM CHORD PLATE
gkVAR
IES SEE PLAN
FOR WALL LOCATION
SEE PLAN FOP
\IF TOP OF WALL
MIN. 2x4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
PLATE BELOW
---MIN. 2X4 #2 SYP P.T. PLATE
4 W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE @ 3" FROM EACH END &
PLAN FOR MORE 16" O.C. MAX.
_A:
� 11
INFO.
.
SECTION @ ENTRY
SCALE:NTS
SIMPSON LSTA18
w/ (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
'IMPSON HUC410 w/
5
6d INTO HEADER &
Od INTO BEAM - SEE
=F PLAN FOR MOI
NFO
SEE FLOOR PLAN F
COLUMN SIZE& BA
CONNECTION INFO
(2) 2x8 #2 SYP w)
O.S.B. FLITCH Pi
TOP @TRUSS B
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 W/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B
COMMON BM. TO POST ATTACHMENT (
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
2X4 STU
Spi W/ (
AT BASI
MORE11'
A A
SEE PLAN FOR
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
0. jC,
CORNER
SEE PLAN FOR
CANTILEVER IF
INDICATED
SEE FOUNDATION
PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE:NTS
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 10d NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION
SCALE:NTS
SCALE: 3/4"=V-0"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
TRU
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
SEE 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
�z
MIDDLE
8d NAILS AT
4" O.C.
SEE PLAN FOR
VALLEY TRUSS
INFO.
9 MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL . A 4'-0" O.C. TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMPSON HTS20 wl
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
COMMON TRUSS
TSEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_s�
SCALE:NTS
EXTERIOR
ATTACHED
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL ENTRY FRONT WALL
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od 7-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/ (10) 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 ROOF/WAL 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
.;e-, 1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
.. . ....... ... PLYWOOD
FLOORING
LOW ROOF TRUSS W
___/(2) 2x6 BLOCKING UN`D�ER�'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 P 0
_@ BUM UTr3q
SCALE:NTS ��j
DETAILS & SECTIONS,
C=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
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portion$ of the drawing pages bearing
Engineers signature and seal.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
1 Od NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2"
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
(USE SP6 FOR 2A WALL, USE SP8
PLATE THEN DOWN THE FOR 2x8 WALL)
TO TRUSS TO
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS @ 24" O.C.
N
NJ EXT. SHEATHING
—1
MASONRY WALL
G) BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
2t!5: +
BLOCKING INFO
I(&
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/13
(2) 2x HEADER SEE PLAN
SEE FOR 2 OF MASONRY & 8d
BLOCKING NAILS T/B FLANGE
0 1
1. APPLY SUB
(3) 2x # SPF
(2) 1 Od TOENAILS AT EA. INTERIOR HEADER
DETAILS
r
to
FLOOR
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x sTu
2xSTUDS
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET. EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
SURFACE A 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
AT 48" O.C.
EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6)
A SIMPSON LS30 w/ (6) 1 Od 10d x 1 1/2" CLIP EACH SIDE
x 1 1/2" CLIP IS TO BE
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON—\��*:
INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF
CORRECT BLOCKING
w/ (3) 12d EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
j G.C. VERIFY INTERIOR
REQUIREMENTS
I
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
.1 1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL
11
1-1/8" RIM BOARD
I I-,` BLOCKING
WALL
: :
(
2x CRIPPLE AT EA.
END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED z� SHEATHING (MIN. 7/16")
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
BELOW. IF WOOD WALL IS BELOW USE (2)
8d NAILS @ 3" O.C.
WALL SHEATHING
Il- JOIST SEE PLAN
(2) 12d TOE NAILS TOP
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
NAILED TO STUD TO STUDS ABOVE PLATE
PACK w/1 Od 1JAILS OOR DECK
@ 8"o.c. FL
SIMPSON MSTA36 STRAPS w/ (26) 10d
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
I
FLOOR TRUSS/ WOIST SEE PLAN
SIMPSON LSTA30 FROM
NAILS (G.C. TO INSURE SOLID BLOCKING
AJS BLOCKING PANEL @ 24"
0
WINDOW JAMB TO
ISINSTALLED). SCALE: N.T.S.
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
SEE SS FOR RETROFIT
GABLE END RIM JOIS
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
SECTION CORNER CAN NOT BE INSTALLED
CONNECTION INFO TO
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETAIL � �2
GIRDER/COL. CONN. @ 2nd FLOOR le-'* �3
HEADER CONN. @ 2nd FLOORr4
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
JAMB STUD SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP
REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION PLATE SEE PLAN
OF CRIPPLES IF LONGER THAN 8"
2-2x4SPF
j TYP. J` SIMPSON CS16 w/ MIN. 12" END
L
LCA�J TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
0
(1) SIMPSON LSTA30 w/ (22) 10
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
SEE PLAN FOR CONN.
TALL. (CONTRACTOR MAY USE R-17
CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT
HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE
NAILS TO STUDS ABOVE & (11) 1 Od
T
NAILS BENT OVER TOP PLATE
E
(2) - 2X SPF TOP PLATE
SEE PLAN FOR SIZE
0
2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW.
THEN DOWN THE FACE OF
HEADER/STLIDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C AT 16" O.C. U.N.O. SIMPSON SP1 wl (10) 1 Od NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
IDE
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
(2) 2x HEADER
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
EXTERIOR HEADERS
tAf
SEE PLAN FOR
COL. SIZE
(2) SIMPSON MST37
CONNECTION
EACH END W/ 7" EMBEDMENT. IF
F 0
OR
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS w/ (42) 16d NAILS
SEE STANDARD HEADER
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
2 x
2 x SPF EMBEDMENT PAST STEP.
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE SIMPSON LS30
---------- -------
PLATE SEE PLAN MORE INFORMATION
12d
w/ w/ (6)
FLOOR SYSTEM OR
NAILS AT 6"
BAE
BASE PLATE
2x CRIPPLES @ 16" O.C. _"�Ij
1 Od x 1 1/2" EACH S I DE
2-STY. FRAMING
O.C. TYP T & B SIM PSON SP6 W/ (6) 1 Od x
PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
PRE
C B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
SILL OPENING WIDTH 4 FEET).
BAND JOIST & BLKG.
1 1/2" (USE SP8 FOR 2x8
(2) 2 x #2 WALL) @ 24" O.C.
-KN&EWALL OR BEAM WALL) AT EACH STUD AT HEADER
(MAX.
IF OPENING IS GREATER THAN 4,
OR LVIL GIRDER
SYP U.N.O.
----I JAMB CONDITION OR IF BUILT-UP
y I
(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.13 TO
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
'
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
TO BE INSTALLED AT EACH END.
SEE PLAN F
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 10d NAILS @ 8"O.C.—
COL. SIZE
L 2 x 4 #2 SPF STUDS INTERIOR HEADER
L
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
T_ SIMPSON HTT4 w/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER __@ (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
16d NAILS & 5/8"
ANCHOR BOLT w/
BOX HEADER
SEE PLAN
TYP (1) 2x SILL PLATE W1 (2) 12d TOENAILS.
F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
r_(�)
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TIE BEAM
V.
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 w/ (10) 1 Od (2) 2x TOP PLATE
NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/
BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE
fl,
TAPCONS
OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT
PROVIDE BLOCKING
16"1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
BELOW JAMBS
?
r7T l--77 2L TOP AND SIMPSON SP1 w/ (10) 10d
11 T NAILS AT BASE
'PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS w/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
_4L_ TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL
FOR FTG. REQ.
2x CRIPPLES TO I SITUATION. CONNECT G.T. TO
PROVIDE EXTERIOR SHEATHING
MATCH JACK '177 STUDS w/ (2) SIMPSON HTS20 w/
A-17ACHED PER NAILING SCHEDULE
AND EXTERIOR EXTERIOR 2 STORY WALLS ONLY.
HEADER CONN.
2nd FLOOR
STUDS BELOW 7 (24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
FOR
STOP ONCE
tl'�6
2 STORY COL.
@
GIRDER
(IF CRIPPLES ARE LESS THAN 8"
SHEATHING CAN UNDER
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S. 1�11,�
L
�--j)— ---ADDITIONAL
STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
\
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) SIMPSON LSTA24 wl (18) 10d NAILS \_ (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
1 Od NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
PLATE THEN DOWN THE
SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP.
FACE OF HEADER/STUDS
2) 2x HEADER SEE PLAN
DOUBLE 2x4
'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
(2) 2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
3" 0/
_L*"��2x
2x CRIPPLES @ 16" O.C.
@END OF HEADER. SEE
STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 1 Od TO E NAI LS AT EAC H EXTERIOR HEADERS
SILL PLATE w/ SIMPSON LS30 w/ (6)
END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS, OPENING
WIDTH 4 FEET). IF OPENING
2x CRIPPLE AT EACH END OF
10d x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
4
OPENING NAILED TO STUD
IS GREATER THAN FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 wl (22) 1 Od NAILS
SIMPSON (2) MSTAM36 wl (7)
1 Od NAILS & (4) 1/4"x2 1/4" LL—"
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 1 Od NAILS
NAILED TO STUD PACK FLOOR DECK
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8"o.c.
0
AGAINST 2x8 2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE
EAM 2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief.
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineedng porfions of the drawing pages bearing
Engineers signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8"CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
)"
WINDOW
FASTENER ____
1) SEALANT AT
4) SEALANT JOINT
WINDOW BUCK TO
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 WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIC
1 . Cut, fold up & temporarily secure %
resistive barrier above header to allow tor
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as q? in each detail that corresponds to the
3 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 and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
NAILING FLANGE
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH-
1/2" DUROCK-
81, CMU
4"OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
<
'"I WEATHER
VE BARRIER &
1ARILY SECURE
WOOD FRAME CONSTR.
EXTER IOR SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN --,,
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE 1-1
BARRIER SEAL TOPS OF JOISTS
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
SELF -ADHERED FLASHING
E
AIM
(D
1'4" PER PLAN
V-0" PER PLAN
SHOWER SEAT
4
_1
4
<1
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"A" BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
ID
UP JAMB 6". USE LIQUID NAIL BRAND
KING
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
G)
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP0_/)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SHEATHING
DOOR ROUGH OPENING
- 3/4"-11" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID
NAIL BRAND OR EQUAL WEATHER
PROOF CAULKING
SELF -ADHERED FLASHING
SUBFILOOR
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
SELF -ADHERED FLASHING
,ED FLASHING
SELF -ADHERED FLASHING
2
3" MIN 4
5
SELF -ADHERED FLASHING
OUTSIDE CORNER
LIJ
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WINDOW UNIT
FLASHING REQUIREMENTS
SLOPE
0.3 in: 12.0 in
R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0. 6 cm : 30.5 cm)
include flashing as described in Section R703.4.
SELF -ADHERED FLASHING
EXTERIOR
R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
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
BUILDING PAPER
draining to the exterior water that penetrates the exterior cladding.
L
W 11 R E LAT H
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
app roved 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
or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
Vfelt
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
substantially nonwater-absorbing layer or designed drainage space.
NEEDED IN CORNERS RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
THROUGH SELF -ADHERED
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING
SELF -ADHERED FLASHING
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
SCORED
entry of water into the wall cavity or penetration of water to the building structural framing components.
�4PER
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
the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
contraction, ASTMCII 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:
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
4
manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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.
SELF -ADHERED FLASHING
1.3 1.3. In accordance with other approved methods.
INSIDE CORNER
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground
-7
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier
7.7.At built-in clutters.
Lath
Sheathing
Stucco
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, DENSGILASS
STRUCTURAL FRAMING
- - ---
V STRUCTURAL SHEATHING
____STR I P OF SAF
)---DRAINAGE PLANE WRB
BOND BREAK WRB
__SF LATH
ER STOP
A
NUOUS BACKER ROD
LANT
4TITIOUS FINISH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/"N\ WEEP SCREEDDETAIL
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
C>
CJD
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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+11.2*x4-I12*x2-12'
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. (May be cut to WIll
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(Typ.)
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flalSelf-Drilling
4 k %..If Screws
A/C Unit Botturn Edge
Hurricane Strap
washen (Typicak 3 in front)
Front Cross Support
SelRocking Nuts (May be cut to W)
Left Bradicet (16 GauQe) 0 14 Self -Drilling Screws Thru Brackets 6
Back Cross Support Into AIC Unit Bottom Side
(Typical: 3 each side for hurricane use)
isaintruations am waxis Hatudinicasa, Air Bum
awma $64 n won
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Flonds Departmert of Busineris & Professional Regulstion
Building Codes and Standards
Product Approval Applicatkxn Detall
poplorl
10512021
SONIA
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DR* Pandindi
am
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monuNduw
contw phi Veriddlid IV
VAWldto4
O&WOd
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AM~IM 2070
Smart V*M Products, Inc
Michael andisam Hemsee F. Narem, P.E. Locks, Booden P.E
12016=20
12MIL11020
121211IM20
ApprcMd
co"": Structural campamoorts
(V7) 4414396 P11173776 (334) 3MISM
suilicaZZ PA*dV ft Hnodwodau A Rosult of
hlofttmaft�t
Ness, Technology
Ocrup", , Motho* E�aluafida RAW IRA, a
Flaldle ReglotaredArchbisix of a Licensed nofte
Prol-lonel Sigines,
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1011M
for
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aamima
know
At"ut
podw
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DAI FMCANIR Mudd and VOW.W VON
Y_
Yes
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2
Smart Am! Model 81640-411
Dal ftnCtim Flood AM Vaml.bon Vent 12f3inD20
Yes
1.
44"
:lWloo
1 01.1 100
3
8-rtvw mom: 0154"
InWIad Flood Vent 1 2J3117020
Yes,
Yes
NAA
.100A10o
4
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Instituted Pbd Vent 12/3 rMa
Yes
Yes
NA
.1 00".100
5
QRAIRV 10064101340,52,11
IO&Q.W; Games Door F'..d Vat I V31=20
Yes
V_
N4A
N/A
6
Q_RV M.W01540-570
%VAddW%1II.W.IAdRcodVml I W3 f2020
Yes
Yes
N/A
100 100
I
S-,tV.MM.&ISI54OL97A
0.169. Door Flood V-t , Vlli,2020
Yes
Y_
WtA
NIA
FTorids Npeftard of Susirmm A Professional Regulation
Building Codes arid Standards
Product Approval Application DoUll
peasilai
IAA12221
2at 2111tt DMOPIMdVA an
Im vanthan Noq&iWww
cofted
V111 diddid 06611114109 FMADDMYN AW Ift"Itull
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imm Shumate Zscluny R P"491
1.0014 ScAKI" P E.
09=20 OMW2020 OW012020 iDnSM20 Appr�%d
catowy: Rodling
(5m 303-1511 P&74021
(3341300-1800
SulaCanglarin Mew Rodin
Compliance kWh.* Eall. Report limm, A
Flonde Registered Archnot or. LIW Red FlWdu
P'assislonst Engines,
LWIIBL4Kboa"
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Ismulum Elineflodan
Conit,112=20
Asibroyed for U ADDIRMANSIN UN E390 DIAM
In HVHZ Outulde NVNZ Assistant Pressuni
Ing System.
ONC 100NIO OLE 15OSa, ONIC 1756, DMC 2a0a:
Y. No N/A +00-1116
Ducav
CS111
mm YKW MMLOUM
R� 2020 Thammi-T. Corpoinicin
C"Wr S`W*r QW.
SaARCRI-vinr. 9-holno Esdoflor Door Asserb,1140
Complain. Method: Ew1u.tion Rp.4 bom.
Florida Roodered Architect or a Lim Red Florida
Pforicallonal Endnm
ugamominam
at" = Need. Number or Nom
1 A Th-TruRb-CleasmandSm-th-Stor
2 b, 1"he-Tru Ab-Cleasic and Smactli-Sisr
3 c 7hTfu f1bet-Oassic And &WStor
4 d Theana-Tru Fiber-Clardsic and Smooth-Stst
5 a Therma-Tnu Fib-Clowin and Smooth�Shr
a f Th-Tnj Inbercleask and Smool!,Sht,
7 9 Fib -Classic And Snigoth-ORr
8 h The-Tru Rb-Clossic and an-th-Sw
9 1. Tharme-Tnu Fluer-Clausic and Smoolb-ftr
Florida Departneent of aLmirmm & professional Regulation
Building Codes and Sta radards
Product Approval Application Datall
F.D. 1 of 3
Iff/2021
lrffv or 20 20 Data leend. 20
9909 sommELLLMM klkfg" Mew shomom INLAUMA A20mm ih"
Sim Jon, Lyndm F. Schmidt. P.S. Ryen J. long. P.E. 0712VX20 07AZQM =290020 IW3120211 Appl-d
(ODOiW-7626 PE-43400 (613) 747-0555
616.04mmiltrametru'lo
In
Nominal 644136A 0'.U.Pact4quot. OP.W.
QualintAssursect
- -
12MOM11
Aideransic! Ior use
In MYNZ
No
ApproM tar Lim
OuMdp
Yes
Impact
R*WStWt
Yes
DaWarn
prunn
WA
Complain Edo* Fbarglas. Single Door
(Ins"'In^t"In Xconflouralklift)
Nicankiiii Opaque
12(31riMi
No
Yes
Yes
NfA
Compuste Edge, lib.10... single 0- Nh
841,111(s) (Inves'01OUNIVAPT XO Ox of OX0
.-fig-fions)
homm.1 68,0119's &qodtI-P--tLqu-t. OP.M.
12WR021
No
Yes
Yes
NtA
Composite Edge Foorglesv Double DANN With w
.-I Sidellt. 11n*AInOAOut�g; XX or DXXO
.-Mlivation.)
Nornin.1 BASWO &W.Ampoullqu.1: Opaque
1213112021
No
Yes
Yes
WA
Cornposte Edge Fibergass Single Gods
onsonnWoutswing Xomagursaw)
Non..J5A.M;O LquctImpudA4Lx9. Opaque
12031MI
No
Yes
Y.
WA
Composite Edge Floargless �kngla Door Arm
ad"te(s) (Inwing/OudsvAng. XO OX a OX0
w1l;urationg)
Nom but OW9 0 &quct Impect4quat; opacrj.
1241 =1
No
Yes
Yes
WA
camp"" Edp* Fibarglao Double Door with car
without SAW" (IrlawingifOutowknor )DK or OM
configurations)
Nominall OAA39;6 W01; ImPaCt4quOt, Glassad
12MIr-1021
No
Yes
Yes
wA
Ccmp;A. Edge Fbicill... O.gk Door
(ImwMaPoutswin : X corifigumbon)
Nominal $603111.8"4oll, I-P..t&aut: Glazed
1241irml
No
Yes
Yes
NfA
composits Ecin Fluarghis single Door with
side".) Qn_hgK)ut= g X0, ox or OXO
configunition.)
Nominal U#39;5 &quctlmp M&Quol; Glazed
12nirMl
No
Yes
yes
WA
Composite Edge Fiberol... outle Ow with o,
v*wt SiddEft I1nswlngFcuhmtg� XX w OXXO
cormoni'ation.)
OudbrA�t Aponneed IV Un AaDranted to, Lim Studied 2alm
ou EMMML&Kdgum QUagat=Jista It= Outaldis HMJZ stalaud Z=aa
12 !I= 1. �dsmsd It-&., Nominal 9&039;0 6tuic(l.padilquat; Glazed No Yes Yes Nhk
Compoiske Edge Fiberglass O�Ibd Dw with or
%fthcut GidW� (1n2WO0UIR1ftQ; XX W OXXO
February 12, 2021
PRODUCT APPROVAL SPECIFICATION SHEET(2021)
As required by Florida Statute 553.842 and Florida Administrat1w Code 913-72, please provide the Inibramation and approval numbers on the building components listed below if
they wil I be utl lized on the construction project for which you are applying 1br a
CategoryiSubcategoryl,
Ma n ufa cture r
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
17hermaTru
I
A. SWINGING
Fiber -Classic and Smooth -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 Sm ooth-Star (IMPACT)
FL20470
+80. 01-80. 0 plf
12/31/2021
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
ass
+40.01-40.0 psf
12/31/2024
PGT
Series 5570
FL251.9
4/14/2021
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248. 10
+30.0/-33.5
12/3112023
D. METAL LOUVERED DRS
CurTies Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0/-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 Doom
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
12 r%
FL243.5
N/A
4/30/2025
D. MULLION
MI Windows and Doom
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.
1AIsIde
Cemplank Lap Siding and HardlePlank Lap Siding
FLI 3192.1 - F L1 3192.2
A. SIDING
N/A
12/31/2023
B. SOFFITS
Solid and Vented Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2021
C. OTHER
4. ROOFING PRODUCTS
A. AS P HA LT S HINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tam ko
151b Felt Underlayment
FL12328
NIA
10/18/2021
C. ROOFING FASTENERS
NOTUSED
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2024
Lomanco, Inc
DA4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TILES
Boral'nle
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral "I'lle
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 15OSS, 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 - F Ll 5076.2
N/A
12/31/2021
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
12131/2021
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHO RS
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
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
6/30/2021
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2021
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
5/21/2022
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
5/25/2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the Ibilowing inibirmation must be
available to the inspector on the Jobsite; 1) copy of the product approval, 2)
Florida Departniont of Business & Professional Regulation P.M 1 00
Bulding Codes and Standards inrmi
Product Approval Appi Icatim DOW
an 2n
OM Pending
Jill I I
an
III Jam
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Ilegglagiiiiat;
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xwddits
YA1121111111d &ARM
EVIC: Alisserill
ANNUM
a"
R.,Asf.n 2020
Th.mRs-I'm Corporation
at- J.Mww Lrdon F. Sounnuft, P, E.
Ryn J, M", P'S.
o?r1=20 07/1212020
07,211W2020
IDMWA20
APP-d
cate,gaw sAwler Dedus
Moot $43-7628 PE-4mg
013) 797-9555
SuCalt."n, S.Anong lild" Odor Adiselfflifl..
iijasiolinsomethermatru co
ComplLance, Shilhod: ff�luit� Repon Am A
m
Florida Registered Archted or A U-seed Flodds
Pro(mmal
GROW Assurance
Amontedfall" Appitirmil
for USA
tum
DOOM
Product Nt =K or Mom
Prieduas Devanagari,
in tram oumdo
KvtIZ
R"Itfflt
a. Themas, Ttu FRNN-Clasell -no Smood�Slar
Nominal 6"N.6 &Qucs�llmpiuctlicuct Opaque
1201'7021
Yes
you
Yoe
WA
CMV**tc FAA Flbwga" 814016 Door
(h9WmVOuNNv'AO; X achilanstoot,
2
li� 7h.mmelru Fib-ClasaI Smaoth-Sla,
Nominal 09439.8 lictwoOmpactlI Opaque
1213112021
Yes
Y"
Yes
WA
Car". Edge Pborlauss 91*06 Dmvth
Oldelft(S) (Ininsumploutiono: XO, Oxor OXO
colligunitims)
3
v Thenvas�N Fba�Claewc and Smwd4w
Nominal 64111110A Opaque
12131=21
Y.
Yes
Yes
WA
OunioRafte Edge Spaniards Double Door with or
without adult" OnsuingUdrMna; XX a OXKO
configurations)
4
d. Th~. Rti-leni, " Smoodifter
Nominal O&M,10 &qAA*Ts4ud&quoI; OP.94.
1201/Ml
Yes
Yes
Yes,
WA
Comixeite lidliat Rbargless angle Doot
X conloureconu
a. Thtm*Tm Rtmr-QassIc and 49mooth-Slar
chlai-1; Opaque
1213112021
Yes
Yes
YO
WA
Composite Edge Filianglaws $]Role Dcorwith
mosIft(s) XO' Ox or Oxo
conflou,allon.)
f Themu-Tm Fiba-Chissic and 3mooth-Sor
Nominal 8"39,0 &qqp�JnpMt4,quvt Opaque
1201=1
Yes
You
Yes
WA
Composite 6Q* Fiberglass Daublo DW vellin or
without 21dalkas iInvMng#OuI"mS: XX a OxxO
ccefigunulans)
V. 7hommTru Abei-Olsesi, and ftoolh�Msr
Nominal OSON.a &WOL"K416cluct Glazedl
121310021
Yes
Y"
yes
WA
Composite Edge Fiberglass angle Door
R-AnsOuts.ing: X -hundlool;
h. ThermeTnu Flb.�Chiswioderhbolh-Snr
Nominal GAM.6 *qwot:krooct&,Ojot Gland
1213412021
Yoe
Yes
Yes
WA
Corporde, Edo Fib"Okles 911,00 Dw With
Scralbee) (InasangiOutrong; XO. Dix a O)LD
vorigunslone)
a
I. rharma-l*w Fliber-Cletsee and Smadh�Sterr
Nominal 64439.8 IliquidtAladdilsait. Gland
12,3112021
Y.
Y"
Yes
WA
C.10011i A Ed" RhIsIghs. Disibia DW Afrth or
Wit"Out BdWt" (RismInwDutweing; XX or OXK0
confasinalon.)
10
J rhamna-Tru Flb-Cl.vac, and Smdolh-11(w
N.Rend amilti) &qdAI;"dAq�ot Ghizad
12ril/2021
Yes
Yes
Yes
WA
Composite Ida. Fiberiftne. 8-0. Doot
(hvmmotouw*lz: X emigulwon)
11
k. Therms-Tru And Smoodi-Star
Nanninal 116039.0 4qjcx:1mIpsc%64uot GIAM
1201/2021
Yes
Yes
Ycs
WA
Conpoelts E44 Rbartates Of 00 Doorarth
SdWb(.) JI-ino0utinviq; �101. Ox. OXO
coullpilallon
12
1 rh-M Fider-Cl.sec and Smoc"ar
Norrinal W30 P Glazed
12131)3021
Yes
Y.
y"
WA
Compo.K. Eft. FlbwgWss Double Dow with or
.thaut Sidalles; VnisMugnDausering: XX or OXXO
"flew'stion.)
13
m. Theme -I'm In-Classa, and Smoodh4gur
Nominal 9AAMIA &qlNx;tmpadLquoi; opqu
12131=21
Yes
Yee
Y.
WA
Cc PW a Mt. Inbergloss SIRol. Dosar will,
&*d;N-Im;A.IAqARX; SidlitsN,)
(intwhigtOutswing; XO. OX or OXO consgunitIons)
U
Th.-T� Alb-lauss, and Srnooh�ft,
Nominal 66039A 4qual;Impoollquot Opaque
i2rJU2021
Yes
Yes
Y.,
WA
Composite Qdg. Plbplave Dcabl. Door.0
Sideltes 0hpaunWOwtvallig:
OXW coafturation I
15
Th*-T,. Mbli-Cussl. and arn.M-ON,
Nominsli $44301.0 "at;twctiw't Opaque
12/31121321
Yes
Yeas
ya
WA
Compailto Edge IsIberglass, single Door kh
Sidsitem
(InownwoutierIng: XO. OX or OXO coloumoom)
is
P. Thv-T,. FlbClasg� W Smoom4lbir
Nominal &&M,,O JaiddAvInclAcpat, Opaque
12rJ112021
Yes
Yes
Yes
WA
C-Poaft. Edge Mtsaqu. Doubl. Doo, vulth
kud;NW-Impectkwat Sidelkee (InvedngtDidowing:
QXxO 000p.b.)
17
q. Thvane,7� IHbvrZAWc And Smath-Star
Nominal 114039A Opaque
i2131f2021
Yes
Yes
No
NIA
Ckamposit. Eea. l9bargiss, angle Ow
(hoomwoutuarma: X coillourstloo)
is
r, 11,amna,lnu Fissar-Clossic and Smooth4kar
Nanninal 6"M;B goinit;N-Impsetiqual; Opaque
12131/2021
Y.
Yea
No
NIA
comp-d. EQ. Fiberfift As 91.01. 0- kh
SOON*($) (InninglOutrAw XO. OXor OXO
configurational
is
I. Yh.--Tm Fluall-Cla.W. 4.0
Namns! WASIA &WOCAMInspactiliqua; Opaque
1213`10021
Yes
Yes
No
NVA
composite Edge Flbw*" botibia, Door with or
w"caut Walker onswasnWouplymg: )O(q, OXXO
coprownsians]
20
1. Thenms-Tni FRiw4:IsRRc and amoothshir
PlOmmil 1611011D fidilol;N�Impsdtaqucs; Opaque
17J3112021
Yes
Y-
No
NIA
ComPoS11111 Edge IlluIrgli,se Single D=
II-inithOul-Ing � X
21
u. Th.aTIA-TRu AR-Chnild and SM.O.M.,
Nominal SASIND Opaque
120112021
Y.
Yes
No
WA
Cumpow A ". FIbeight" Single 0- In
aocwlms) (In".4,01OLI XO. OX or OKO
22
Thensrus-Tru F160.016694 and Smoadt-Star
Non hat a NwImpaecaquot:Opisq'I,
S'aiix,
12t3112021
Yes
Yes
No
WA
Ow"to Edge Flbtroks$ Double Doa *Ih a
vib out Sdglt� Onwalngn)udvaina: XX or 0 KXO
donownillono)
23
Th-T,. FIR.--le.A. ..d OmaudMup,
Nominal GONNA &qAdk;N-Imp*oNkqc%: Gland
12JW2021
Yes
YAR,
No
NZA
Composite aft. Fib-gle. Single D-
(insoMo(Out-mg: X-filUmflow)
24
X, Th.mia-Tru FAW-ClAdric 940 11mood,9nur
Nominal 4"N.8 4q.0telon-Irnpbatiquot; Gland
1=1/2021
Yes
You
No
WA
Composite "a FlbvgW" single Dodevith
adeall'(11 xO. OX a OxO
ocriliguration.)
25
y Thema-14ii Fibor-Clas*4 And Smocills-Mar
Narning 66ONA 01=4
1201=1
yes
yes
No
INA
canit,40. "a Rbegrets Owbo Dw wrth or
mth Rid 8:1.1tan, in.RinglOtAomno; XX . OXKO
oonflourislono
ensia- ru a cand ocith-Star
Nomined 86030.10 4quot: ImparAquot; Gland
IVW2021
yes
Yes
No
NIA
Compoeft. ", Ruvow Smill. 0-
X cordpwalfloo)
27
n rharmst-Tru I'llatt-Classic and Smooln-314,
Namnill 4403110 1.0 *Qwotxw� Impactl6quot: Oland
120112021
Yes
Yoe
140
WAL
Cwhicnifte 5096 Flbwga" $111916 DOW AIR
Oldelftle) (InasangCowng; XO. OXor OXO
cosliguration.)
25
z1b. Theirmis-Tru Fb.,Ci.,Od and Simmolhalur
Nominal 8414139P &MOIAMIlivactiliquot: Gland
12031f2021
Yes
Yes
No
WA
Cornatud" Edge Fibeipas Double Door *0 a
without adwitas; ORWAvinginOtdowing: mor OXXO
configurations)
Florida DriplMnerd of Business & Professional Regulation Ppgaia,2
Building Codes and Standards 1*2021
Product Approval Application Detail
Calls awua go ads 29&bo" a"
mn xuwm MKNW= Crdeat 101ligalatulS hizabW FBC Asid-ail Apariannif
PrAskin 2020 thshme-TruCluxuarlix; film Jews- Lyn" F. SCIPAIIIII. P,S. RW J lOng. P.S' 10MY2020 07112n= 07=020 IOMW020 Approwd
Calasair 646"or Door (NO) $43-7628 PE-4309 (013) 7671-555
9.11ROIng SAIWar Door Assemble. sespentoromerman Cc
comilam"" "Aho& ShAkilitan R.Pon tom A
Flo" RatiI Ardlut.4 or a Uom"d Flond.
prolifissionsil Engine.
amimLAMMMGI ANKMIgULMU AMMMMLtOLM Iowa 20M
1, HVKZ 2uwgLtum Ruwm BMW"
=Iq!a!=i0#icwd arrooth-spir Nominal 46039:11 Opaque 1201IR021 No Yes No WA
Ocimporue Esp. Fiblentle. Shgk Door
anisuln"IssiAng; X corillpandlon)
Florida Department of Business & Professlonal Regulabon PA0.1 A`2
Building Codes and Standards I*=,
Product Approval Application Detstl
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Entry
YW-
Marurfachu-
coastal
YANdand IN
8,11indlitinill
A,--d
sda
R.,ision 21120
fill Wad-..d Door,
arent aungs, Luis R00eft Lome
Skmn M. Won. Pl�
101(le" Imanom
IOIIW2020
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Cd"pr ExWw Doors
(717) 385-3300 PE-M44
C7M 3174454
aulACIR"arr. ailing 64W. Ocur Asnambils.
CoMlkm. UMhoct e4lu4g*n RAW tom a
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12013112024
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Yes
No
N$A
145-31"quoti(W.quot: NOt+REINFOKED
2
SERIES 420ALUMINUM EIGID
SERIES 42CALULINNUMaGO OK XO.XK
1=112024
No
Yes
No
WA
" ',,a0Squ0t; NOWREINFORCED
3
SERIES 420ALUMINUM WO RENNIFORCED
SER ES 420 ALUMINUM SGO REINFORCED OX0
12011/2024
No
Yes
No
WA
145�Y4&40.txwuo.t;
4
SERIES 420ALUMINUM SW REINFORCED
SERIES 420 ALUMINUM SOD REINFORCED OX
IW11/204
No
Yes
No
N/A
XO. XXSftq.ot;x9ftq.QI:
5
SERIES 42DALUMINUM 800 REINFORCED
SERIES 420 ALUMINUM 000 REINFORCED XM
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Y.
No
WA
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Bulking Codes and Standards
Product Approval Application Detail
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R"WW 2020 Curriso Oldilarn ofAADQ. Inc. TOM Rettly UL LLC
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Buildni; Codes and Standards
Product Approval Application Detall
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TI. Robinson WOW, A. TON Jr., P. I- John W. Knizoomich. PE
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CNIalthar ShUftM
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Building Codes and Staridards
Product Approval Application Detail
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(205) 529-9900
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0MFor drect Inks to all SST approvals listed below, aLLUJUM
For 04ditl0ml Intel., ation regarding Florldss Statewide Product Approval System and Mami-Dade County Notlice OtAoceptanCe CN A).S;JJCISUI!3
FL#2355-RT
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1 Tition Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw
FL#suo-ks
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SDIO112DBS
Outdoor Ace" Connector Screw
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SD91 12, SD9212, S01 0112, SD1 0212
Strong -Drive SD Connector Screw
3
$09112SS, SDO2125S
Strong -Drive SO Connector SS Screw
4
SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858. SOCF221014.
Strong -Drive SDCP Timber-CF Screw
SDCF221134, SDCF221334, SDCF271 968, SDCF2723W
5
SDCP22434. SDCP22512. SE)CP22014. SDCP22700, SDCP22&58, SDCP22912,
Strong -Drive SDCP Timber-CP Screw
SDCP221100, SDCP221134, SDCP271400
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SDHR27400, SDHR27614. SOHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
7
SDS25112. SD626134, SDS25200, SOS25212. SDS26300, SDS25312, SOS25412
Strong -Drive 809 Heavy -Duty Connector Screw
SOS25500 SDS25000, SDS258M
8
SDS2Si 12SS, SDS252008S, S062521266, SDS253ODSSt SOS253128S
Strong -Drive SOS Hevvy-Outy Connector SS Screw
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SOWF Floor -to -Floor Screw
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Aluminum Take -Up Device
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6
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7
RTU03, RTUD3B. RTUD4, RTUD48, RTUD5, RTUDO, RTU07, RTUD6
Ratcheting Take -Up Device
8
TUDQ, TUD I C
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9
TUW38
Take -Up Washer
10
URS3
310" Uplift Rod Run Tiodown System
11
URS4
1/2" Uplift Rod Run Tledown System
12
URS6
518" U plift Rod Run Tsdown System
13
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Strap-ortyle purlin anchor
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LSTHD8, LSTHDORJ
Strap -style hold-down
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MASA,MASAP
Foundation anchor strop
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MPA132, MPAI"
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PA18, PA23, PA28, PA35, PA51, PAS8
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Simpson Strong -Tie 2020 F13C Approved Products Updated 12r3VA20
For direct Inks to oil SW exrovals filed below, CLICK HER
For additional hFormation regarding Flondias Stdw#id* Product Approval System and Mom -Dade County Notice of Acceptance (NOA). fiW&6VA,
21
LB series hangers
Top flange hangers available In width of 1 -9/1 V1 and heights
ranging from Sairl!" to 15-Iff',
22
LBAZ series hangers
Top flange hangers available in width of 1 -9/1 O"and heights
ranging from 94VIS"lo 13-118"�
23
UE03, LEG6, LEG7 sones hangers
Top flange hangers available in widthe ranging from 3-1/4" to 0-
7/8" and heights ranging from Q` to 33-1/2'
24
MEG5, MEG7 series hangers
Top flange hangers available in widthis ranging from 5-1/4" to 6-
718" and heights ranging from 9" to 32-12%
25
MIT sense hangers
Top Nirge hangers available in widthis ranging from I V1 O"In 5-
1/8" and heights ranging from 9-114" to 2AC',
28
PF, PFB, PFDS. PFD$B sermas hangers
Top flange hangers available in width of 1 -9/1 e` and heights
ranging from VVS" to 7.V&'.
27
FIR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths ranging from I Via" to 7-
118" and heights ranging 9-1/4"to 32".
1`11-111,1101060-R5
Anj Product Model. Number or Name
1 ARA44, ABA"R, ABA48, ASA46R: ABAOe, AaA88R
2 ABU44, ABU44R, ABU46, ASU46R. ASU5.5, ABU5.6, ABU65, ABLI ABU86R, ABU88.
ASUBOR, ABU1010, ABUIOIOR. ABU1212. ASU1212R
3 ABW44Z, ABW44RZ. ABV/4SZ, ABW46RZ, AlBWe6Z, ABW68RZ, ABW7.7
4 AC4, AC4R. ACE4, ACO, ACOR, ACES
6 BC4. BC46. B04R. SCO, BC6R. BC8. BCS2-2/4, SCS2-3r*
0 C844, CBO, CM, CB60, CBOS
7 CBS044-SDS2, CBSQ46-SDS2, CBSQOO-SDS2. CBM80.SDS2, CBSQ8$-SDS2
8 CC, ECC, ECCU Series
9 CCO-SDS2.5, ECCO-SDS2.5 Series
10 CPT44Z, CPT66Z, CPT88Z
11 EPB44A. EPB44, EPB4e, EPBW
12 EP84Z
13 LC844, LCBW
14 LPC4Z,LPCOZ
is MPS"Z, MPBM. MPB8aZ
16 PB44, PS44R, PB40, PB86, PBOOR
17 PBS"A, PSSAIS: PBSO8
is PSV6,PBV10
19 PC44-18, PC48-18, PC48-18, PC64-18, PC80-18 EPC44-18. EPC46-15, EPC48-18,
M84-18, EPCBB-18
20 PC4Z PC4R;� PCSZ, PCORZ, POSZ, PC8RZ. EPC4Z, EPC4RZ, EPCez, EPC8RZ, EPCaZ,
EPC8RZ
21 PPB"-4Z, PPB"�l!!Z
22 RPBZ
FLAMON&R5
AW Product Model, Number or Name
1 FJA. FSA
2 FRFP
3 GH46-e, GH46-8. GH4M, GH48-8, GH41 0-6, GH410-8, GHee-O, CH86-8, GH68-6, GHO6-
8, GH81 M, GHOID-8
4 GLB5A, GLB5B, GLB5C, GLS5D, GI_87,4t, GLBIB, GLS7C, GLB7D
5 GLBT51 2, GSLTO12. GLOT518, GBLTe1O, GLM20, GBLTS20
a HGLBA. HGLBB, HGLBC, HGLBD
7 HGT-2, HGT-3. HOT-4
a UFP10_SDS3
9 URFP
Product Description
Adjustable Post Base
Adjustable Post Base
Adjustable Post Base
Post Cap
Post Cap
Embedded Column Same
Embedded Column Base
Bolted column caps with W1 ranging from 3-14' to 9.1 Q" and
W2 ranging from 3.518" to 7-112"
Screvved column caps with W1 ranging from 3-1/4" to 9.1/Z'and
W2 ranging from 3-5V to 7-1/2"
Concealed Post Tie Base
Embedded Post Bass
Embedded Pod Base
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Post Bass
Embedded Post Base
Round Post Brusal
Post Cap
Poe Cap
Post Base
Retrolit Post Bass
Praduct Description
Foundation Anchor
Flat Retrofit Foundation Plato
Girder Hanger
Glulam Bearing Plate
Glulam Bearing Plate
Heavy Glulenn Beading Plate
Heavy Girder Tisdown
Universal Foundation Plate
Universal Rebrollit Foundation Plate
Simpson Strong -Tie 2D2D FBC Approved Products Updated l2f3WMO
amFor direct Inks to all 68T approvals Rated below, C Lic K HER
FCF$LddtMBI Intel,. Rtlon regarding F10111(108tatOW110 PrOdUotApproverSystram laid Mom -Dade County Notice Of Aooeptance(NOA)_Q�.
FLIHO446-Rd
A01
Product kd2L.NMMkff 2LM=
Product Description
1
A21. A23, A33, A34. A36. A44
Angles
2
APA21, APA4, APAS, APVA21, APVA4, APVAS
Outdoor Accents Angles
3
APB44, APBMR, APVBOO, APSOOR, APEN, APB88R, APS1 010. APB1 01 OR, APVB44,
Outdoor Accents Post Bases
APVB44R, APVBSS, APVEM R. APVBB6, APV88SR, APV131 010, APVB1 01 OR
4
APDJT2-4, APDJT2R-4, APCUT2-6, APDJT2R-6, APVDJT2-4. APVDJT2R4, APVDJT2-6,
Outdoor Accents Dock Joist Ties
APVDJT2R.8
6
APHH46, APHH40R. APHHO10, APHH61OR
OutdoorAments HeavyFlonget
8
APL4, APL8. APT4, APTS, APVL4, APVL8, APVT4, APVTO
Outdoor Accents L and T Bearn-to-Colurm Ties
7
APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR
Outdoor Accent* Light Hangers
8
SVLZ
Brick Veneer Ledger Connector
9
CBT2Z CST4Z
Concealed Beam Tier;
10
CJT3Z, CJT4Z, CJT5Z. CJTOZ
Concealed Joist Ties
I I
DJT14
Deck JoW Te
12
DS
Dry Wall Stop
13
FC4. FC6
Framing Clips
14
FWANZ
Foundation Wall Angles
15
GAI. GA2
Gusset Angles
10
H2A, H2.5T, H8, HlOA-2, H1 OS, H14, HGA10
HurricansTles
17
HCJTZ
Heavy Concealed Joist Tie
18
HH4,HHS
Header Hangers
19
KBSIZ
Knee -Brace Stabilizer
20
Angles
21
LCE4
Post Cap
22
LS30,LS5O,LS70,LSQ0
Skewablis Angles
23
LSCZ
Adjustable Stair Stringer Connector
24
LSSJ28LZ, LSSJ25RZ, LSSJ28LZ, LSSJ25RZ, LSSJ21012, LSSJ21ORZ
Field Adjustable Jack Hanger
25
LSSR1.81, LSSR2.1, LSSR2 37, LSSR2 58: LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
28
LTP4, LTP5
Tie Plates
27
ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ
Angles
2S
MMH$
Roof Tie -Dow
2D
MMHC
Hinged Roof Connector
50
MMLU26, MMLU26-2, MMLU28, MMLU28-2, MIMLU210. MMLU1211, MMLU139. MMLUW1
Fisca-Mount Hangers
31
RBC RBCP
Roof Boundary Clips
32
RST-3
Roof Tio-Down
33
RTC22Z, RTC42, RTC2Z, RTC44
RilIld Tie Connectors
34
STC: STCT, OTC, HTC4
Truss Clips
35
TJC37,TJC57
Truss Jack Clips
30
Z2,Z4,Z44
Panel Stiffener Clips
FL*10447-RS
S_qa Product Model. Number or Name
1 AHEP
2 DSC2R-SDS3, DSC2L-SDS3, DSMR-SDS3, DSCSL-SDS3
3 GBC:
4 HCP1.81. HCP2, HCP4
5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC", HHRC5.25/3.25. HHRC5.37/3.IZ
HHRCO6
8 HRC1.81, HRC22
7 LRU26, LRU28, LRU210, LRU212
8 LSU20. LSSU28, LBSU210
9 TBE,4. TBEO
10 TC24, TC28. TC28
11 THA29, THA213, THA218, THA218.2, THA222-2, THA413. THA41 8, THAC418, THA422,
THAC422, THIA426. THA422-2, THA4282
12 THAII.81122, THAl2,08122, THAl2.1122, THA1222, THA1322, THA13522, THA1422
13 THAL422, THAR422
14 THJA26. LTHJA26, LTHMA
15 THJM2.4-SDS3, THJM2-5-SDS3, THJU28, THJU28-W
16 TSBR2.24
17 VPA2, VPA25, VPA3, VPA35. VPA4
18 VTCR
Simpson Strong -Tie 20220 FBC Approved Products
Updated 12rwmo
For direct links to all SST laorprovals Ided bVow, CLICK HER
FLA40456-Rd
For additional Information regarding FlWdos Statewide Product Approved System and Mam-Dads County Notice of Acceptance
Alu
Product Desocriction
1
IST, BTS. STH
Brick Ties
2
CMST12, CMST14, CMSTC1@
Coiled Straps
3
CS1 4, CS1 6, CS1 8, Q820. CS22
Coiled Straps
4
CSHP18, CSHP20
Coiled Shape
6
CTS218
ComprossionifTension Strap
a
DSP, SSP, Tap
Stud to Plate be
7
H1. H10A, 426A, H3, H6, H7Z, H10, H16S, HIO-2, H16-2S
HurrioansTles
8
HOT-2, HOT-3, HOT-4
Heavy Girder Tiedown
9
H624
HurricanoTio
10
HSS2-SDSI.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3
Heavy Stud Shoo
11
HST2, HST31 HSTS, HSTO
Straight Straps
12
HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C
Heavy Twat Strap
13
HTSQ1 6KTZ. HTSQ20KTZ
Heavy Twat Strap
14
UFTA
Light Floor Tie Anchor
15
LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36
Straight Shops
16
LSTMQ, LSTI73
Straight Straps
17
LT820, LTB40
Bridging
18
LTS12, LTSIO, LTS18, LTS20
Light Twist Strap
19
MGT
Medium Girder Tiodown
20
MST27, MST37, MST48, MSTOO, MST72
Straight Straps
21
MSTA9, MSTAIZ MSTAi6, MSTAIS, MSTA21, MSTA24, mSTA30, MSTA36, MSTA42
Straight Straps
22
MSTC28, MSTC40. MSTC52, MSTC86, MST078
Straight Strips
23
MSTC4883, MSTCS8B3
Pro -Sent Straps
24
MST12e. MSTI36, MSTI48, MSTIOO, MST172
Straight Straps
25
MTS12, MTS18, MTSIS, MTS20, MTS24C. MTS30, MTS30C
Medium Twist Strap
20
NCA2x1 0-12, NCA2x12-12. NCA2x&16, INICA200-le, NCA202-16
B(doing
27
RCWS12, RCW814
Wall Bracing
28
RPSIS, RPS22, RPS28
Repair Plate Strap
29
RSP4
Stud to Plate Connector
30
SP1, SP2, SP4, SPe, SP8
Slud Plate Tie
31
SPH4, SPHO, .9PHa
Heavy Stud Plate Tle
32
SS1.5, SS2.5, SS3. SS4.5
Stud Shoo
33
ST9, ST12. ST18 ST22, ST292, ST2122. ST21 15. ST2215. ST8215, STS224. STa238
Straight Straps
34
TB20, TB27, TB3Q T1338, T342, TS48 TB64, TWO, TBOO
Tansion Bridging
35
TWSIO, TWB12, TOM14
WWI Bracing
38
VGT, VGTR, VGTL
Variable Pitch Girder Tledown
37
WBIOO, WBIOOC, WB12e, WB128C, WB143C
Wall Bracing
9M
AKA
Product Description
I
CBH2437XS.5, CBH2,37x7.83. C81-12.374.75
Adjustable Hip -End Connector
2
DU, DHU. DH UTF leaders hangers
Dreg Slibut Connectors
Gable Brace Connector
Hip Comer Plitte
3
NGU3.e3.SDS, HG1.15,25-SIDS, HGU5,5O-SDS, HGU5.62-WS, HGU7.00.SDS, HGU7,25.
Heavy Hip to Ridge Connectors
SDS, HGU9.0O-SDS
4
HGUS series hangers
Hip Ridge Connector
RafW Hangar
5
HHGu5.25-SDS, HHGU5.50.SDS, HHGU5 62.SDS, HHGU7 OOSDS, HHGU7.25.SDS,
LqhtSlopeable/Skewable U Hanger
HHGUQ.00-SDS
Truss Bearing Enhonew
6
HHUS26-2. HHUS28-2, HHUS210,-2. HHUS40, HHUS48. HHUS410, HHUS5.5WI0,
Truss Clip
HHUS7.25MO
Adi usts ble Truss Hanger
7
HSUR, HSUL, HSURC. HSULC set" hangers
Adjustable Truss Hanger Sized for I.Josto
Skewed Truss Hangar
Multiple Truss Hangers
8
HTU26, HTU28, HTU210, HTU26-2, HTU28-Z HTU210-2
Multiple Truss Hangers
9
HU, HUC series hangers
Truss Spacer-Rostrairrit
Variable Pitch Connectors
Valley Truss Clip
10
HUC01.8119-10S, HUCCI 81111-SOS, HU00210-2-SOS. HUCO210-160S, HUCQ310-
SDS, HUC0410-SDS, HUC0412-SDS, HUOQ5.25M-SDS� HUC05.25/il-SOS, HU00810-
SDS, HUCQel2-SOS
Simpson Strong -Tie 2020 FBC Approved Products
Updated I ZIAM20
For direct Inks to all SST approvals Riled below, CLICK HERE
For addkional informatign regarding Florido's Statewide Product Approval System and Marni-Dads County Notice of Acceptance (NOA),
FLVI 14WK8
AW
longifluat Model, Num bar or Name
Product Description
I
HHUS210-3, HHUS210-4
Joist Hanger
2
HRSO. HRS8. HRS12
Strap Ties
3
HU00210-2-SDS, HUCQ210�3.SDS, HUCQ310-SDS
Joist Hangar
4
THGB2, THOBS, THGBH2, THGBH3, THGSH4
Joist Hanger
5
THG02-SO83, THIGQ3-SDS4. 5, TH43042-SDS3, THOOH3-SD94.5, THGQH4SDS8
Joist Hanger
6
THGVV3-3, THOW34, THGW4-3, THGW44
Joist Hanger
FL#11473-R5
&WA
Prioduct
Pirciduct Description
1
DETAL2D
Double Embedded Truss Anchor
2
FGTR, FGTRHL, FQTRHR
Girder Retrofit Anchor
3
H16, H16S, H18-2. H16-2S
Hurricane Tie
4
HETA12, HETA16. HETA20, HETA24, HETA40
Embedded Truss Anchor
5
HETAL12, HETAL16, HETAL20
Embedded Truss Anchor
6
HGAM10, HM9
Mousonry retrofit con nectors
7
HHETA16. HHETA20, HHETA24, HHETA40
Heavy Embedded Truss Anchor
8
LGT2. LGT3.SDS2.5, LGT4-SM
GirdarTiodown
9
LTA2
Lateral Truss Anchor
10
META12, METAIO, META18, META20, META24, META40
Embedded Truss Anchor
I I
MSTAM24, MSTAWO, MSTCM40, M$TCMaO
Strop Tie for Masonry
12
MTSM116. MTSM20, HTSM16, HTSM20
Twat Strap for Masonry
FLM 14WRS
JW
Product Model, Hum bar or Name
Product Description
1
DTTI Z
Deck Tension Tie
2
HD12, H019
Bolted Holdowns
3
HD3B, HD58. H075, HD98
Boiled Holdowns
4
HTT4.HTT5,HTT5_V4
Tension Ties
6
LTT19, LTT205, LTT131
Light Tension Ties
FILIH 3628-R5
ftj
Product Description
1
SB&8x2 , S87/3x24, S81 x30
SS Anchor Bob
2
SSTB1 6, SSTB20, SSTS24, SST828, SSTB34, SSTSM, SSTB1 8L SSTB2DL, SSTB24L,
SSTB Anchor Bob
SSTB28L
F1.61 3072-R4
§W Product MQdel - Num bar or Name
1 CMSTI 2, CMSTI 4, CMSTC1 6, CS1 4, CS16, C81 8, CS20, CS22
2 HRS6; HRSS; HRS12. FHAS, FHA9, FHAl2, FHAIS, FHA24. FHA30, MSTI26, MST136,
MSTI48; MSTI810, MSTI72, SIMST27, SIMST37, SIMST46
3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
4 LSTA30. LSTA30, LST140, LST173, MSTAC, MSTA112, MSTAI 5, MSTA1 8, MSTA21, MSTA24
5 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST202, ST2122. ST2116. ST2215
e LSUBH3.25, SUBH3.25, MSUSH3.25
7 LTP5
8 LTS12.LTS16,LTS18,LTS2O
9 MSTA30, MSTA30, ST6215, ST8224, ST9, ST12, ST15, ST22, MSTC28, MSTC40, MSTC52
10 MSTCOO, MSTC78, V8238
11 MTS12, MTS18. MTS18. MTSX: MTS30, MTS24C, MTS30C
12 S61.56, SIBI.81, S182.0e, SIB2.37,S082,50, SIB2.08. SIS3.12, SM.56, SIB3.62, 61134.06,
SfB4.12, S/B4.2e. S84.15,5-4135.50
13 SfBA2.1218, SfBA2.12/1 0, SMA2.12112, SMA2,12/14, MA4.18/8, SIBA4. 18110,
S1BA4.1e412, SW4.1eM4
14 S(HIA
15 SIHDSS, SlHD8B, SMD10S. SIHD10B, SIHDISS, SfHDISB
10 SfHDU4, SMDU6, SMUP, S/HDU11
17 SIJGT, SfHJCT
Product Description
Coiled Straps
Straps 97 mill (12 go)
Heavy Twist Straps
Staps 43 mil (18 ga)
Strape 33 mil (20 g a)
Bridging Connector
Laterel Tie Plate
LlightTwistStrops
Straps 54 mil (16 ga)
Staple as mil (14 go)
Medium Twist Straps
Top Flange Joist Hangers
Top Flange Joist Hangers
HurrioanoTis
Holdowns
Holdowns
Joist Hangers
Produat D"CrlDtiOn
Concealed hangers
Faora-mount (DU, DHU) and top -tango (DHUTF) hangers
available in widths ranging from 1-911 Wto 3-9/10" and heights
ranging from 9-1/8" to 23-15116".
FaCie-mount hiangent
Face-moutit hangers available in widths rangingfrom 1-5/8"to 7-
3irl!" and heights ranging from 5-6118"Ic 12-7181'�
Face -mount hangers
Face-mourit hangers
Skiewed face -mount hangers available in vvkfths ranging from 3.
1/8" to 5-1)8" and heights ranging from 4-3/4" to 15-3/4".
Concealed flange version (HSURC, HSULC) available for all
double 2X and 4X models; only acute flange Is concealed,
Face -mount hangars
Face -mount hangers available in widths ranging from 1.911s"to 7-
1/2" and heights ranging from 2.716'to 19-114�. Concealed flange
version (HUC) available for all models having width equal to or
greater than 2V16".
Face -mount hangers
Simpson Strong -Tie 2020 FBC Approved Products Updated 12r&MO
For direct Inks to all 88T approvals filed below. CLICK HER
For additional Information regarding Floricla's Statewide Product Approval Syvient and Manni-Dide County Notice of Acceptance (NOA). i6w-lam,
18
SfISV1.56, SILBV1.81, WLBV2,06, S/LBV2,37, S&SV2.56, SILBV2.eill, S(LBV3.12.
Top Flange Joist Hangars
S"V3.58, SILBV3 62, S/LBV4.06, S/LBV4 12, SfLBV4.28, SA-BV4.76. SA-BVS.60
19
SILTT20. SfQTr2Z, Sh-f7714, HTTAI. HTT15
Holdowns
20
StNISTI10, SMT72
StIrape 118 drill (110 go)
21
SP4, SP6
Stud Plate Tin
22
SSP, DSP, TSP
Stud Plato Ties
23
STC, DTC
Truss Chip
24
TB=
Truss Brace Diagonal
25
TJC37
Truss Jack Connector
FL#13904-R5
fiMg Product lodi Number or Name
1 CCQVG,e2-SOSHDG, CCQM4.82-SDSHDG, CCQM5.50-SOSHDG. CCTQM3.82.SDgG.
CCTQM4.82-SOSG, COTOM5.50-SOSG, CCCONM.82-SDSG, CCCQM4 82-SDSG.
CCCQlv*.50_SDSG
2 ECCLQM3.62G4(T, ECCLQM4.62G-KT. ECCLOM5.50G-KT. ECCLLOMD3.02G-KT,
ECCLLQMD4.02G-KT, ECCLLOMD6,50G-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G-
Kr, ECCLROMD5.500-KT
3 HGUM5 25. HOUMS.50, HGUM7.00, HGUW.25, HGUMSDO
4 LGUM20-2, LGUM263, LGUM204, LGUM28-2. LGUM28-3, LGUM28-4, LGUM21D-2.
LGUM210-3. LGUM2110-4, LGUM46, LGUM48 LGUM410
5 MBHA&12/Q15. MBHA3.12JI1,25, MBHA3.56/7.25, MBIHA3.5619.25. MSHA3,584`11,25,
MISHA3.581111,88, MBHA3.58114, MBHA3,SWIO, MSHA3.50118, MBHA5.5Of7.26,
MBHA5.50M.25, MBHA5.SW1.25, MBHA!5,5WI1.88. MBHAS.50114, MBHA5.50flO,
MBHA5.50/18
6 MBHU3.50M.25, M81-11.13.58111.25, MBHU3.5611 1,88, MSHU3.5&14, MBHU3.60/16,
MBHUS.581"IS, MBHU5.6019.25, MBHU6 501111.25. MBHU5.50111.88, MBHU5.60/14,
MSHU5.50/16, MSHU5.50/18
FLOI 397&RO
Sw 9 ProductiflodalL Numberor Name
1 SDW22300, SOW22338, SOW22436. SDW22468, SDW22500. SDW22000: SL)VM638.
SDW228U
2 SDWC154501 SOWC115800
3 SDWHI9300M SDWHIC40ODB, SDWHIMDB, SDWHIDBOODS, SDWH1Q1O0ODB
4 SOWH274ODG. SOWH278003: SDWH2780DG. SDVM271MM, SOM2712OOG
5 SDWSt6212, SDWS18300, SID'AS16312, SDWS16400
8 SDM19800, SOWS19712, SOVVS224O0,SDWS225O0,S0WS22512, SOWS22800,
SOWS22800. SDWS22900, SDM221 000, SOWS221 100, SOWS221200, SDWS221 500
7 SDWS22300DR SDWS22400138, SOWM50ODS, SOWS228OODB, SOWS228OODS,
SDWSV100ODB
6 SDW=12DBB, SDVVS22512DBB
9 SDWS2730OSS, SDWS2740OSS. SOWS7750M, SDWS276DOSS. SDWS278WSS.
SOWS27100OSS. SOWS2712005S
10 SDWV13400
11 STN22
Emuagnsaiiiwa
Masonry Piet Caps
Masonry Pier Cape
Heavy Masonry Hangers
Masonry Beam Hangers
Masonry Top Flange Beam Hangers
Marsonry Seern Hangars
Product DwwddiM
Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws
Strong -Drive SDWC TRUSS Screw
Stroing-Drive SDWH TIMBER-H EX Screw
Strong-Deve SDWH TIMBER-H SX H DG Screw
Strong-Dir" SOWS FRAMING Screw
Strong -Or" SOWS T IMSER Screw (interior Grade)
Stiong-Drive SOWS TIMBER Screw (Exterior G rode)
Outdoor Accords Structural Wood Screw
Strong -Drive SOWS TIMBER SS Screw
Sbrong-Drive SDWV SOLE -TO -RIM Screw
Outdoor Accents Hex -Head Washer
FLA16363-R3
JQd"
Product Model, NUM ber or Name
Product Dewillation
1
AS 18, AS 1885, AS I SSO
18 Ca. Truss Plates
2
AS 2DHS
20 ga. High Strength Truss Plate
3
AS,20
2D go. Truss Plate
4
ASHP
Hinge Plate Connector
FL#16730-114
Aug
Product Made], Num ber or Name
Product Description
I
Er.HP
Adhesive Anchor for concrete
2
GAC, GDP. GDPM-50, GOPM-75, GDPM-100, GOPS, GW-60. GW-75, GW-100, GTH
Grao-actualled firstainers and assemblies
3
POPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners threaded sluds, and assemblies
PDPAWL-MG, PSVIL3, PSVL3-K, PCLDPA, PECLDIPA, PTRHA3, PTRHA4
4
SET-313
Adhesive Anchor for concrete
Mfffl� Simpson Strong -Tie 2020 FBC Approved Products
MRFor direct Inks to all SST approval$ Wea below, CLICK HERF
For additional information regarding Florlds's Statewide Product Approval System and MofnI4)ad0 County
Updated 12raocozo
Notice of Acceptance (NOA), CUCK HERE.
11
HUS, HUSC son" hangers
Face -mount hangers available In w1dtha ranging from 1-51W to 3.
9/10" and heights ranging from 4-511V'to 11 11, Concealed flange
version (HUSC) available for modols; having width equalto or
greater then 3-9116"
12
IUS series hangers
Face -mount hangers available in wdtha ranging from 1-718" to 3.
518" and heights ranging from 9.114" to 16'.
13
LOU3.26-SOS, LOU3.63-SDS, LQU5.25-SDS
Face-mourtt hangers
14
LU24, LU26, LU28, LU210
Foole-mount hangers
15
I-LICNIZ, LUC21 OZ
Face -mount hangers
16
LUS series hangars
Face -mount hangers available In widths ranging from 1-911 O"to 4-
5/8" and heights ranging from 3" to 10-15116",
17
MGU3.63-SUS, MGU52&SDS. MGU6,50-SDS. MCU6.62-SDS, MGU7.00-SDS
Faloo-mount hangars
18
MIU sodas hangers
Faco-mou nt hangers available in vvidthis ranging from 1-9/1 6P'to 5-
118" and heights ranging from e-1511O"It,
19
MUS28, MUS28
Face -mount hangers
2D
SUR. SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging from I -
9/18" to 3-9/18"an4 heights ranging from 3-1/1 if" to 13-3/4".
Concealed flange version (SURG, SULC) available for all double
ZX and 4X models; on ty racuts, flange is concealed
21
U series hangers
Face -mount hangers available in widths ranging from 1-9119'to
6' and heights ranging from 2-5/8" to 11 -1/4".
FLOMO@97-Rg
fill"
Product Model, Num bar or Name
Product Diescrintlan
1
BA series hangers
Top flange hangars available in widthe ranging from 1 VIVI to 7-
1/8" and heights ranging from 7-1 ffto 39'.
2
DGBF son" hangers
Top flange hangers available in widthis ranging from 3-5/6'lo 7-
118" and heights ranging from 9-1/4" to 24".
3
DGIF "rise hangers
Top flange hangers available in widthis ranging from I -1/2'so 3-
Us" and heights ranging from 7-114" to 24".
4
DGHF "doe hangars
Top flange hangers available in widths ranging from 1 -W4" to 3-
518" and heights ranging from 9-114:'to 24'.
5
EG5. EG7, EG9 series hangers
Top flange hangers available in widths ranging from 5-1/4" to S.
7/8" and heights ranging from 11" to 32-1a'.
6
EGQ sorkes, hangers
Top flonge hedgers available in widthe ranging from 3.516'10 7-
1/4" and heights ranging from 11-114" to 37,
7
GLS series hangers
Saddle hangers available in widths ranging from 3-114" to 6-7/6'
and heights ranging from 8-1/2" to 28".
8
GLTV series hangers
Top flange hangars available In width* ranging from 3-1/4�'Io 7-
1/8" add heights ranging from 11 * to 37�
9
HB series hangers
Top fienge hangers available In Welthis ranging from 1 VIV'toi 7-
112" and heights ranging from 8" to 30"
10
HGLS sodas hangers
Saddle hangers available in widthe ranging from 5-114!'to 15-71W
and heights ranging tram 1 0-1/Z'to 26'.
11
HGLT series hangers
Top flange hangers available in widths ranging from 3-1 W* to 8-
718" and heights ranging from 7-1/7' to 32'.
12
HGLTV seres hangers
Top fionge hangers available in vAdths ranging from 3-1/4" to 7.
1/8" and heights ranging from 1,11"to 3X
13
HIT sones hangers
Top flange hangers available in widths ranging from 2-511a" to 3-
0/18" and heights ranging from 18" to 26"
14
HUSTF senes hangers
Top flange Joist hangers available In widths ranging from 3-1/8" to
3-9/1 Wand heights ranging from 5-3/8" to 13-1/W'.
15
HUTF. HUCTIF series hangers
Top flange hangers available in widths ranging from 1 -911 O"to 5-
1/2" and heights ranging from 3-7/18"to 16'. Concealed flange
version (HUCTF) available for all models having wkfth equal to or
greater than 2-9/10",
16
HWP series hangers
Top hedge hangers available in widths ranging from I V1 &1D 7-
1/8" and heights ranging from 5,VWto 26'.
17
HVl/PH series hangers
Top flange hangers available in widths ranging from I VIT'llic, 7-
1/2" and heights ranging from 5.316'to 37'.
18
ITS series hangers
Top flange hangers available in widths ranging from 1 .911 6"to 3-
W" and heights ranging from 9-1 &'to 16'.
19
JB series hangers
Top flange hangers available In width of 1 -9/1 C' and heights
ranging from 5-3f8" to 7.114".
20
JSA series hangers
Top flange hangers available in %vidth of 1 -9/16" and heights
ranging from 9-3/1V'ID 13-118"
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12CIUM0
For direct Inks to all $$T approvals Rated below, aLlQK&=
I For additional information regarding Floddas Statewide Product Approval System ord Marni-Dade County Notice of Acceptance (NO
5 SET-XP
Adhesive Anchor for concrete
8 Strong -Soft 2 (STS2, STS24SS, STS249S)
Strong -Bolt 2 Wedge Anchor for concrete available in carbon
steel and Types 304 and 310 stainless steel
7 Titan HD (THID-H, THDHMG, THD-H48S. THD-H8SS, THO-CS, THD-CSOW
Then HD Heavy Duty ScrewAnchorfor concrete and masonry
available with hex head in carbon steel and Types 3134 and 318
stainless steel, of with oourdersunk head in carbon ateell and
Type 316 stainless steel
8 Titan HO Rod Coupler (TH037634RC, THD50934RC)
Tiled HD Threaded Rod Coupler for concrete
9 Titan HO Threaded Rod Hanger (THDBZ158RH, THDB37158RH, THD37212RH,
Titan HD Threaded Rod Hanger for concrete
THD50234RH, THDIO212RH)
10 Wedge -All (WA)
Wedge -All Anchor for masonry
FL*16230-RO
AMA
1 AT.XP
2 Er -HP
3 SET-XP
4 Strang-Boft 2 (STB2)
5 Trion 2 (TTN2)
6 Titan HD (THD-H4SS. THD-HOSS, THD-CSOSS)
7 Titan Turbo fTIM
PL#1 6937-1113
AW PrQdUCt Model, NUM bar Or NaM#
I X34BI 01 O-SK X1 S1 016, X1 9101 O-4K X01 S1 010. XQ1 BI 01 84K
2 XLQ1 1 4TI224, XLQ1 14B1 224-2K
3 XMQ 114151224. XMQ1 1481224-2K
4 XQ114S1224, X011481224-2.5K X114S1224,)Qi12S1224, X0112BI224-2K
6 XU34SI 010, XU3481 01 6-5K
FL@3532(1.RO
hMI Product Model. Num bar or Name
1 DSSCB43.5, DSSCS46, DSSCS48, OSHS
2 FCM�5, FCB45.5. FCB47.5, FCB49.5. FC8411.5
3 FPHSOUS1016, FPHS03481018, FPHS0348101"K. FPHSD34S1214,
FPHSD3.4B1214. FPHSD34B1214-5K
4 LSFC2.25, LSF04,25, LSFC6.25. SFC2.25. SFC4 25, SFC625
6 LSSC4.25, LSSC6.25, SSC2.26, SSC4.25, SSC6.25. MSSC2_25, MSSC4 25 MSSC8.26,
MSSC4.25KW, MSSC6 26KW
8 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.6S
7 SCS43.5, SC845.5, SCS47.5, SCS49.5, SCS411.5, MSCW.5, IMSCS.47.5
8 SCS32-5197, SCS62-6/97, SCS62-61`1 18. SCS82-5/1118
9 SCW3,25. SCW5.5
10 SJC8,25, SJC1 0.25, MSJC8,25, MSJC1 0.25
11 SS93.5118
12 XLSH3481414, )Q_SH78B1 414
13 XQIS101 8. )(018101 6-4K. XQ1S1 214. XQ1 8121 &3.SK. X07881224, X07881224.3K,
X01 14$1224, XQ1 1481224-251K, X01 12SI 224, X01 12B1 224-2K, X34S1 01&SK
X1 S1016, X18101 04K X1S1 214, X181 214-3.5K
PmduCt Description
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
ET -HP Epoxy Adhesive for masonry
SET-XP High-Sinirrigth Epoxy Adhesive for masonry
Stong-Boft 2 Wedge Anchor for masonry
Then 2 Screw Anchor for Concrete
Then HD Heavy -Duty ScrevvAnchor for concretli available in 304
or 316 stainless stsolvAth hex head, and 316 stainless steel with
countersunk head
Titan Turbo Screw Anchor for concrete or masonry
Product Description
#10-115 Strong-Ddys X Metal Sell -Drilling, Topping Screws with #3
Drill Point
#12.24 Stiong-Drive XL Large -Hood Metal Self -Drilling, Tapping
Sciews with #5 Drill Point and Large Diermilter Hex Washer Hood
#12-24 Strong -Drive XM Modiurn-Heord Metal Solf-Drilling,
Tapping Screws with #6 Drill Point and Medium Diameter Hex
#12-24 Strong -Drive X Metal Self -Drilling, Topping Sorrows with 06
Drill Point
#10-18 Striting-Drive XU Metal Self-DNIN, Topping Sorews with
#1 Drill Point
Product Descriation
Bypass From Ing Drift Strut Connector
Bypass Framing Fixed -Clip Connector
#1D-15 and #12-14 Strong -Drive FPHSD Framing -to -CPS Bad -
Drilling. Topping Screvvis
Steel Framing Con doctor
Steel Stud Connectom
Rigid Knee Wall Connector
Bypass Framing Slide -Clip Connector
Byposs Framing Connector
Hered-of-Wall Slicle-Clip Connector
Steel Joist Connectors
Bypass Framing Slide -Clip Strut Connector
#14-14 Strong-Drivo XLSH Shouldered Self -Drilling, Tapping
Scrows
#10-1 S. 412-14. and *12.24 Strong -Drive X Metal S0,0rilling,
Tapping Screws
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