HomeMy WebLinkAbout39863 Harvest Creek LnC14
0
ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
PowderRoom
ABV or Abv.
Above
FLR or FIr.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAD or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A.F. F.
Above Finished Floor
FP or F.P.
fireplace
REC or Rec.
Recessed
AHU orA.H.U.
Air Handler Unit
FIR DR
French Door
RECEPT
Receptade
ALT or ALT.
Alternate
FIRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foott Feet
REINIF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REOD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GIL
Fixed Glass
RM or Rm.
Room
BLK or BLK.
Block
GALV or GaIv.
Galvanized
RND or Rnd.
Round
BLW` or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
IRS, RIS, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SID or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
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 CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SO FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SO or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or KtWall
Kneewall
SW or S.W.
ShearWall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or SY.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay.
Lavatory
TEMP or Temp.
Tempered
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O.B.
Top of Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M.
Top of Masonry
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec,
Decorative
Mc
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WDW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
LIC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
UNO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MWorMICRO or Micro.
Microwave
VB
Vanity Base
DV or D,V.
DryerVent
NTS or N.T.$.
Not to Scale
VERTorVert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V.L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec,
Electrical
PC
Pull Chain
W/ or w/
With
E LEV or Elev.
Elevation
FED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EWorE.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PIL or P.L.
Parallam
WDVV HDR or VVDW. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
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 Prooffing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Fir. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wiire Fabric (Mesh)
PLAN 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 A1B1 ELEV. REVISIONS
01-04-18 4.0 2017 FBC UPDATES
DA
02-21-18 5.0 ADDED GI V_%DE 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
ALL WORK $HALL Ccimirl.s,
ILING
COOE,
AND THE'C'l
ORDINANCES
REVIEW 0,ATT,-,
C1TY'0FZEP1
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2575
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
MAIN FLOOR PLAN
1.1
UPPER FLOOR PLAN
2
INTERIOR ELEVATIONS
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
17.1
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURALNOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
D2
SECTIONS & DETAILS
WID
WATERPROOFING DETAILS
PA1,0
PRODUCT APPROVAL NUMBERS
PA1.1
PRODUCT APPROVAL NUMBERS
PA1.2
PRODUCT APPROVAL NUMBERS
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, cimissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site:
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
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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
Engineer's signature and seal.
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TOENAILS @ BASE
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W1 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) - 1 3/4" X 9 114"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVIL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2)-2X4#2SYPW/1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIREDSTUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X254
S.H.
13
20 X 38 J
184X37i
S.H.
14
20 X 50 J
1817X 50
S.H.
15
20 X 63
184X62i
S.H.
16
20 X 72
18 1 X 71
S.H.
11-12
27 1/4 X 26
26X254
S.H.
11`13
27 114 X 38
26 x 37 1
S.H.
11-14
27 J X 50 J
26 x 50
S.H.
11-15
27JX63
26 X 62 1/2
S.H.
11-16
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
364X25 1/2
S.H.
23
37JX38i
36 4 X 37 3/4
S.H.
24
37 J X 5018i
36JX50
S.H.
25
37 J X 63
364X62 112
S.H.
26
37'4 X 72
36 7'X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
734WIDE
S.H.
32
54 X 26
52 J2 X 25 -21
S.H.
33
54 X 381
52 JX 37 1
S.H.
34
54 X 501
52JX50
S.H.
35
54 X 63
524X 62"
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
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R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be rotected 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
win owswi openings a wi no a ow a -inc - iameer
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
AS 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
� �D
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
MPH
i
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALL LEGEND
�� TYP. 2x FRAME WALL
BEARINGWALL
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 2582
GARAGE 427
FRONT ENTRY 35
TOTAL AREA 3044
INSULATION REQ.
LOCATION
R-VALUE/TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R- 13 KRAFT FACED
PLAN
-
B1
EXT FRAME 2 x 6
R-19 KRAFT FACED
FIRST
FLOOR
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION JR-11/R-13 KRAFTFACED
SCALE: )/4"=V-0" 1 (GARAGE f LIVING)
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To the best of the lznglnee�s knowledge, information and belief,
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Florida Building Code -
Residential 7th Edition. Engjnee�s signature and seat Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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AND
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LIMA
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.
Winders:
Winder treads shalt have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Wrider 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
9116 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.
Handrails:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11 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 verticaily above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
i T. HANDRAIL;J
CON
RETURN TO
AIWALL DETAIL.
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. wl SIMPSON A35/USP
STANDARD (3) 2x12
MP34 OR LUS26 HANGER ON
STRINGERS w/
0
EA. SIDE
SIMPSON A35/USP
MP34 CLIP TO
Z
MASONRY OR WOOD WALL,
FLOOR SYSTEM OR
cr
SEE PLAN
LANDING FRAMING---'
2
2x8 #2 SYP (P.T. IF MASONRY
(2) 2x HDR.
Z
WALL) CONTINUOUS LEDGER
REQ'D @ END OF
wl (3) 16d NAILS @ 16" O,C. MAX.
LANDING FOR
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'-0" 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) - 1 3/4" X 9 1/4"
LVIL 2.OE Fb=2950
t(2)
>
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
184X254
S. H.
13
20 X 3 8 J
18JX37i
S. H.
14
20 X 501
18JX 50
S. H.
15
20 X 63
18 4 X 62"'
S. H.
16
20 X 72
18 4 X 71
S. H.
11-12
27 1/4 X 26
26 X 25 2
S.H.
1H3
27 1/4X38J
26 x 371
S. H.
1114
27JX50J
26 x 50
S.H.
11-15
27 JX 63
26 X 62 1/2
S. H.
11-16
27 J X 72
26 X 71 1/2
S. H.
22
37 J X 26
364X25 1/2
S. H.
23
3 7 4 X 38 J
3 6 J X 3 7 3/4
S. H.
24
37 J X 50 J
364X50
S. H.
25
37 J X 6 3
36JX62 1/2
S.H.
26
37 J X 7 2
36 4 X 71 1/2
S. H.
DOUBLE 2 WIDE
75" TALL
73 WIDE
S. H.
32
54 X 26
52 X 2 5 J
S.H.
33
54 X 3 8 J
52 4 X 37 J
S.H.
34
54 X 50 J
52 J X 5 0
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
INIA
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
140C
"T1
. TAffirlaw,11067i"'.
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-01'
2x4
SYP #2
� 16" O.C.
91-OVI
2x4
SYP #2
16" O.C.
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN 9�-011, THEN AT
EACH EXTERIOR CORNER WITHIN THE 4!-0" END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS
@ 12" O.C.*
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS -
SECOND FLOOR PLAN - Bill
SCALE: )/4"=V-0"
General Notes
R302.5 Dwelling/Garage Open I ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with 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-cliameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re-circuiation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
Q �E_
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
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
I
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 If I
FIRST FLOOR LIVING 1093
AREA
SECOND FLOOR LIVING 1489
AREA
LIVING TOTAL
2582 1
GARAGE
FRONT ENTRY
TOTAL AREA
427
35
3044
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-11/R-13 KRAFT FACED
EXT FRAME 2 x 6
R- 19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE I LIVING)
R-11/R-13 KRAFTFACED
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Flodda Building Code
-
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NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
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INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
42" H UPPER
CAB IN ETS
36" H UPPER
CABINETS —
16" FOR LINEN 30" H UPPER
12" FOR PANTRY CABINETS
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Florida Building
Code -
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the structural engineering pordons of the drawing pages beading
Engineers signature and seal.
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T.O.M.
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FIBERGLASS SHINGLE
INSTALLED AS PER
MANUFACTUER SPECIFICATIONS
EXTERIOR PLASTER
ON FRAME
1 " x 4" SMOOTH
TEXTURED
TRIM / BAND
,—EXTERIOR
PLASTER ON
FRAME
1 " x 12" SMOOTH
TEXTURED
TRIM / BAND
TEXTURED
CEMENTITIOUS
FINISH ON
CMU (TYP)
16070 OVERHEAD DOOR
FRONT ELEVATION - B1
SCALE: 1/4"=V-0"
MDC:Dt�_l A4ZC QUIlKit-21 C:
LEFT ELEVATION - B1
SCALE: 1/4"=V-0"
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
a PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES**
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior Plaster,
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1063 or C1787, or as otherwise
approved.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702. 1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1,
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or 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 conrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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the structural engineering portions of the drawing pages bearing
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10
TEXTURED
60 CEMENTITIOUS
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SCALE: 1/4"=V-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
a 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 ASTIVI
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1063 or C1787, oras otherwise
approved.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702. 1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturer's installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or 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 aft 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) shail be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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the structural plans and specifications contained within these
101, drawings comply with the 2020 Florida Building Code -
4" k Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
150AI200A INDOOR
PANELCENTER
MAJN
0
200 amp
150 amp
UNDERGROUND IDis
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 14,250.94—Y
NEMA 1
'50 AMP/
200 AMP
--* #14 copper to lights & outlets
--- 1111-#12 copperto 20 amp ckts
# 10-2 copper to WH
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or 410 SER Alu
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CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER CO.
I. r-lectrical OULlet 4 eights as measured from "n!SHeu "oor to center line 01 the UOX to be: 10 Ar- r- kgenera
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 447AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9� R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
F3W.P.
WEATHERPROOF DUPLEX OUTLET
I /-�_
F'E5"G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
FI�Nv
SPECIAL PURPOSE OUTLET
iE�F
DUPLEX OUTLET IN FLOOR
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220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
&
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$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
W
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ELECTRIC DOOR OPERATOR (OPTIONAL)
[C H]
CHIMES (OPTIONAL)
ko
PUSH BUTTON SWITCH (OPTIONAL)
F9
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
NT
TELEVISION (OPTIONAL)
PT 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
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12'-0"
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SCALE: )/4"=V-0"
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building
Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing
pages bearing
Engineet's signature and seal,
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
150A/200A INDOOR
PANEL CENTER
#14copperto lights& outlets
NEMA1 #12 copperto2O ampckts
150 AMP,
200 AMP 910-2 copper to WH
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WITH CODE APPROVED
Y
NEC 14, 250,94
CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO.
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36" AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8, Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
I ELECTRICAL KEY I
I /-"%
F�
DUPLEX CONVENIENCE OUTLET
I zl�'.
flq�F
DUPLEX OUTLET ABOVE COUNTER
K)W:.P.
WEATHERPROOF DUPLEX OUTLET
I /--, .
FEFG . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
f4�
HALF -SWITCHED DUPLEX OUTLET
L.r_1h
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
10
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
16)
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
[CHI
CHIMES (OPTIONAL)
va
PUSH BUTTON SWITCH (OPTIONAL)
H�q
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
fFq 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
own
ELECTRIC PANEL
DISCONNECT SWITCH
_Z/
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
RECEPT.
FC
— — — — — - 7_7
1 1
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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SCALE :
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SHEET 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.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ, FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
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IN. of
of
ventilation to
SQ IN. of
SQ. IN. of
Ventilators
ventilation soffit
ventilation
vented
be provided
Ventilation
Ventilation
(See Elev)
required needed
required
soffit
by upper
needed
ventilators
Main
0
0
Floor
35
34
5
17
1
8
0.0
-
0.0
0.0
(Zone 1)
Upper
9
2
Floor
1533
1472
210
736
53
368
411.0
1 135.0
1 276.0
(Zone 2)
1
1
1
1
1
1
1
"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"=1'-0"
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
• SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
e LOMANCO DECK -AIR (Shingle R000 - 9 SQ. IN, OF NET FREE AREA I FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 � (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
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To the best of the Engineer's knowledge, information and belief,
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Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NO:
21-4276
SCALE :
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SHEET NO.
5.0
TYP @ 2 STORY H.B.
t
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L
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9
10
STEPS AS
KITCHE SLAND
REQUIRED PER
LOW WALLS CHASE
TO
FIELD
CONDITIONS
ISLAND EDGE OF SLAB 2"
BEYOND WALL
3-112"MIN 3010 PSI CONC.
L
PROVIDE 1 Y2" SLAB FOR HERNANDO
kZ3
RECESS FOR COUNTY ONLY
9
SLOPE
SGD REFER TO 3-1/2" MIN 2500 PSI CONC
MASO'N'S SLOPE
1/8":l'-O'
SLAB OVER 6 MIL 2STORY
FOR WIDTH VISQUEEN VAPOR BUILDER TO PROVIDE
4"
BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR
WHEN REQUIRED PER FBC S3 VERTICALS w/ in
(2) #5'S
FILLED CELL
M.
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9
-
TYP @ 2 STORY
L
PROVIDE Y2" x 9"
RECESS FOR FRT. DOOR
-4" SLOPE
SL �E
1
2'-6" x 2'-6" x 1'-0"
W1 (3) #5'S E.W.
01-01, TOP OF CONC./ PAVER TO BE 4"
_
/ 8? O�
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rL 9
17' BELOW FIN. FLR.
4
STUB UP TO -7 1 ......
........... 13'-714"
(2) #5'S
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W/ (3) #5'S E.W.
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2ND FLOOR PLUMBING LINE
FOR A/C TO SECOND
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PSI CONC. GROUT FROM FT. TO
BEAM W/ (1) #5 REBAR VERT
ABOVE SLAB TYP @ ALL PLACES
SHOWN HOOKED FTG. DOWELS 5"
C?
EMBED W/ 25" EXT. ABOVE SLAB
GRADE 40 STEEL"
HVAC CHASE 01-01,
BASED ON
-Al
LOCATION 5 4" 16-3"
TYP @ 2 STORY
co
... ................ ....................
TYP @ 2
STORY
2'-0" 1. Z-O" L 2'-0" L Z-O"
4'-0" L 5'-4" L 2--2�" 1� 2--
FOUNDATION PLAN
SCALE: Y4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "I'" 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 SIN FOR SOIL & TERMITE NOTES. BORATE I BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
WWF 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
LU
77 LU
CONTROL JOINT DETAIL
SCALE: 3/4" = V-10"
T %
-#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.C.
**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-10"
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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 sea] is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NO:
21-4276
SCALE :
AS NOTED
SHEET NO.
6.0
STRUCTURAL
2x STUDS SEE PLAN
SHEATHING (SEE C/S6
FORINFO
FOR NAILING INFO.)
PLYWOOD
2x6 CONT. W1 (2)-12d
NAILS @ EA. TRUSS
2x CONT. W/ (2)-12d
rF
CANTILEVER
NAILS @ EA. TRUSS---�
FLOOR TRUSS
2X4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUS
2x BLOCKING W/(2) -12d
) 12d
NAILS @ EA. END
SEE PLAN
'�FTRUSS BRG.
\—CONNECTOR AT
EACH TRUSS,
8d NAILS @ 24" O.C.
SEE PLAN
TO BLOCKING
—LINTEL
SEE PLAN
TRUCTURAL
STRUC
SHEATHING
CO3� CANT. FLOOR TRUSS CONN.
I SCALE: 3/4" = V-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
71ND 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
a=4ft [4:12]-[6:12]
AREA
ROOF
1
2e
2n
2r
3
3e
3r
HIP
-35.94
-49.57
-49.57
-49.5-7
10
r GABLE
-38.22
-38.22
-60.99
1 -60.99
-60.99
-78.5
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,C IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
r
@1
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: Y16" EXP- 1 (21/16) or IV32" EXP. 1 (33/16)
TILE: 1%2�'EXP. 1 (13/16)
NOTE:
1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
��4
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED
Aa
WITH ASTM F1667 RSRS-03 10d (21/2"xO.131") NAILS ORASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE
a4ft
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,C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
Cil 1
Cil 1
61
V/
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10-8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 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 - 1 Od x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
wl (112) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-112"
HTT5
5795
5/8" ANCH. /(26) 1 Od x1 -1 /2
K
HD36
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X21/2"SDSWOOD
SCREWS & (1) 5/8" ATR
M
VGT - F
4940
3555
w/ (116) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4'
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 1 Od x 3"
JUS26
100011080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
203513400
---
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-112"
S
VGT - M
4940
3555
wl (116) 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 5010-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Old x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED wl USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
wl (32) 16D SINKERS &
(114) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
31 00-M 4520-F
31 00-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 1 Od
SPT22
735
-1 d
SP2
1010
605
12 - 1 Od
SPT24
1090
12-10d
HCP2
590
555
12-1 Od x 1 1/2"
HHCP2
680
570
(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 W1 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 1192' OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(A)
OR 2 PLY
,ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FA0 I CAN r-M'-,rl �D) J MUOO VVrD I U M/-XUrl kM) I MUOO Wr CHORD �vp EVERY INTERSECI ING
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 I-). (B
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H
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 n
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ti 0 X2 P Y CAR R I E R-J
/ CO�TCARR
INTERSECTIONS SPLICING 2x TLEDGER
TO BE STAGGER ED 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.
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
MAIN FRAMING PLAN
SCALE: Y4"= V-0" I
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To the best of the Engineer's knowledge, information and belief,
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Residential An Edition. Engineer's signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE :
AS NOTED
SHEET NO.
7.0
RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
flND SPEED (ULTIMATE 0 MPH
VIND SPEED (ALLOW�BL'E) � 11'008�4MPH
XPOSURE CATEGO
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG.
WINDAREA VALUE DENOTES PRESSURE
ISC) FEM I-) VALUE DENOTES SUCTION [4:12]-[6:12]
a=4ft
AREA ROOF 1 2e 2n 2r 3 3e 3r a
n An 7 Arl C-7 �4
10 1 1 1 1 1
I GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 60.99:tEij
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (24/16) or 15/32" EXP. 1 N/16)
TILE: '%2*'EXP. 1 (3 �116)
NOTE:
1, PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"xO.131") NAILS ORASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
/0%
9
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V)
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a--,4ft
GABLE ROOF > 20 TO 27 DEG.
[4:12]-[6:121
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 - 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 - 1 Od x 1 1/2"
B
HETA16
1810
9 - 1 Od x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Od x 1 1/2"
RT16A
1020
1160
9 - 1 Old x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
---
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 Odxl-112"
HTT5
5795
5/8" ANCH. /(26) 1 Old x1 -1 /2
K
HD3B*
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4'
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
—
—M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5w/(10)1/4"
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
loob/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
295015090
---
30d -16d x 3-1/2"
R
MTS12
990
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
'16D SINKERS FOR FRAME
U
MGT
3965
1 3330
22 -1 Od x (1) 5/8" ATR W/ 12"
EMBED wl SIMPSON "SET"
EPDXY
MUGT15
4175
1
22 -1 Old x (1) 5/8" ATR w/ 12"
EMBED W/ USP CIA-7000C
EPDXY
1
I
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(2) LGT2
4060-M 3770-F
3500-M 3240,F
w/ (32) 16D SINKERS &
LUGT2
I
3100-M 4520-F
3100-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) 16
SINKERS FOR FRAME
SINKERS FOR FRAME
4. W/ BLOCKING
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
SP1
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
590
555
12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /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.
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
DROP HIP DETAIL
(1) 5/8" ATR,
I STORY
12)
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
8 1 EN EACH kB) I RUSS VVE-B TO EACH kA) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (a)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE As DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-0"ONI A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
[—J] (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
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN
SCALE: Y4"=V-0"
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To the best of the Engineers knowledge, infonnation 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
Engineer's signature and seat.
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NO:
21-4276
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. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels installed in exterior concrete masonry walis shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
E
0 0
M M N N N
OM 01
8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T
(9 (B (9 (9
FORM & GROUr SOLID
J
Lld
0) #5 BAR CONT.
8F 12-1 B11 T
(SD
V' LINTEL DETAIL
SCALE = N.T.S.
ME,
TYPE DESIGNATION
F = FILLED WITH
GROUT /
U = UNFILLED
R RECESSED
QTY. OF #5
F_ REBA BOTTOM
OF LINNEL CAVITY
< Lu
B/1T
Z
002
N 0
Z
tNOMINAL.
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL -
HEIGHT
REBAR AT TOP
MIN. (1) REQ'D
ALTERNATE POWERS
C LEAR
STEEL LINTEL
0
4
4 .0-C.M.U. #5 REBAR AT TOP
MIN. (1) REQ'D 1-1/2" CLEAR
-GROUT
L U)
-#5 REBAR AT
0
BOTTOM OF
U) - LL,
W
0,
LINTELCAVITY
W () U)
0 '-4,
-BOTTOM
W X UJ
X 0 1-
REINFORCING
X < ED
M _J
7-5/8"ACTUAL
11
�PROV DED IN
ci W -
Z LO
�NOMINALWDTH '
LINTEL
9 i� W 0
(VARIES)
U) Lo X CL
MATERIALS
1. f'c precast Ii tels = 3500 psi.
2. fe prestressed lintels = 6000 psi,
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7132 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
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. W1
(4) SIMPSON MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
WIY2" EPDXY ANCHOR OR)/2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
,& . Z_� ,�,
> >
,I <1
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be app;ied to the Steel Box lintels prior to
applying the cementitiuos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
LINTEL PLAN NOTES:
1 THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
4'-6" LL
6-15" LL
6-10" LL
(�)IVIIN.
5'-4" LL
00%%
ot SEE PLAN
"FT/WALL 9'-3"
IT _8" KNOCKOUT COURSE
W1 (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
SCALE: 1 " = V-0"
13'-8"
(�)IVIIN.
17'-4" ILL
51-8" LL
5'-10" LL
LINTEL PLAN�
SCALE: Y4"="O I
�7
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7 50
C C,
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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 Forida
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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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-13
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLYABOVE 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 AWALKING 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 ISAN 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 MIM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT,
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4,
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2X4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2� 8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE/SEl 7-16
2.5.
DEFLECTIONS:
2.6.1.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN
METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND Ll NTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 /A615M-12 MIN, GRADE 40, fy = 40 Ksi
4.1,2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1,3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1,5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1 y2"
GROUT FILLED MASONRY:
Y4
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4,2. CONCRETE:
4.2.1.
CONCRETETYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksj
C-I-P CONCRE E (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):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MiD-DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. 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.C.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. AND TIE DOWNS:
-FASTENERS
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ks!
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.
MtCRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS",
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/161', AWS
CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST,
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems including all risers and
spray hea s shall not be installed within 1' -0" of the building side wall.
4. FBC-R R318.7- To provide for ins ection for termite infestation, between
wall covering and final earth gradepshall 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 R31 8.1.2 - 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 subseguent installation of tra S,
be forms. Permanent forms Ee
etc., shall made with permanent metal or plastic must
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C?ncrete overpoT and mortar along the foundation perimeter
must be removed be ore exterior sot treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation, Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13, FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
b licensed issued.
a pest control company before a certificate of occupancy will e
TKe 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*4'
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineers knowledge, information and belief,
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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
Eng neer's signature and seal,
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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
2x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
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 pif maxalong 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
--- 11/16"
code for appropriate
details in
One 10d box
7
areas�--20 of high
or=20 sinker
lateral load.
nail each side
1 ov -011
at bearing.
TANK -LESS W/H
-
1)
CORNER OF
HOME H C G
00 0
GARAGE SIDE
51-011
'0 0
-OUT FOR -� 1 1
STUB -011 =
C:) U-)
GAS METER 0 -1 0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER
GAS CONNECTION DETAIL
**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
71-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
101-81,
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'.9"
(3) 16d TOENAILS
2"X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C�
1 g'-31-
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6'-V
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-011
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'41'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
Boise Joist Blocking
I J-P 3" 1 Orl) nqil-.; Rt W' n-n.
Q�� Provide adequate bearing
for each lapped joist.
Od nails
SECTION INT. BRG. WALL
N.T.S.
��G %_Z
MINIMUM SPACING 2x GREATEST
CKOUTS) OWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(KNOCKOUT EXEMPTS)
(see table below)
D
(see table below)
DO NOT cut, notch
or drill flanges
FILL CELL-� STD. 90' HOOK F BOND BEAM
(n
U-1
X
STD. 90' CONT. #5
CONT. #5 >
HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
/--2nd
FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKINGrrJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
#OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min 2" min.
2" m x Small gal
"
. 4
max.
7`7'
Clinch nails
when
possible
Tight fit L -_]
2x41PIywood/OSB web stiffener 2" min.
required when indicated or 4" max.
Web Stiffener Fastener Schedule
Joist Bearing Location
Series Depth End Intermediate
BCI 5000S 8
9-1/21,
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s"'
BC16500su
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60s@
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 90se
11 -7/8"
3-16d
3-16d
14"
5-16d
5-1 6d
16"
6-16d
6-16d
- Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column wl loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 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.*
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
r2T&;'T- A 1Y2" ROUND HOLE MAY
BE CUT ANYWHERE IN
THE WEB. PROVIDE AT CANTILEVER
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
EATER THAN 1Y2"
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR
ki IQ Mo.]
DO NOT CUT HOLES
LARGER THAN 11Y2"
ROUND IN
CANTILEVERS.
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS,
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
1-When joists meet over wall, provide
13/4" minimum bearing for each.
SIMPSC
w/ (22)
'OP PLATE
5/81
THRU
BOLT
I,C
SIMPSC
w/ (22)
NAILS I
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
TYPICAL SIMPSON META12
Plumbing
META12 TSS INSTALLATION
Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Jc
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
'--,,Install tight to top flange.
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
114%2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top
flange. flange.
eb stiff ner 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
D depth
I —JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
'A
SLEEVE THRU STEIA-/
SEE PLAN FOR--'
FOUNDATION INFO 4'
STEM FOUNDATION
RADE
G
A
4.—. 4
. Aa—T, 1=. L
REINF. SEE PLAN
/-Vt, UMMOL 14 rVU
SLEEVE THRU FOOTING
MONO FOUNDATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H 1 OA
SIMPSON H10A (WHEN
REQUIRED)
w/ (18) 1 Od x 11/2"
NAILS
UPLIFT 101
5#
10A
J"
15 1
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
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
4
PVC OR SCH40 SLEEVE
PLUMBING LINE
CID
A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'41 PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
TYP. FND. PENETRATIONS
4 4,1
A
Q. ;_1
2=cfTl --- 7
SCALE: N.T.S. 4
4
.1 A A
'.a
SEE FND. PLN.
ol SIZE & REINF.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building
Code -
Residential 7th Edition, Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and sea].
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12 -1 VARIES
(Typ)
INSU
5/8" OR 1/2" HIGH ----
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X'@ GARAGE
W/A HABITABLE ROOM
ABOVE) WIDRYWALL
SCREWS @ 7 O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-)
NAILER
STD. 90-HOOK (SEE DETAIL
I V 2x BLOCKING HORIZONTALLY@
2x#2SPFSTUDS INTERVALS NOT EXCEEDING
@ 16" 0. C. W/ (2) 10'-0" (R302.1 1)
I Ad T()FNAII.RT P. I; W,
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N
HURRICANE ANCHOR
TRUSS (SEE UPLIFT S
METAL PL. UNDER EA
MOISTURE BARRIER
.0. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
@ EACH @ 6" M;�� FROM END OF 2 x PLATE E
CHED.) W/ (2) #5 CONT. ON 3"
TRUSS CHAIRS (TYP-) WWF OR FIBERMESH
.4 6 x 6 W1.4 x W1.4
SHINGLE ROOF, SHINGLES TO A
BE IN ACCORDANCE WASTM 11 1 MI I 1E 9
D/ I 58-CLASS G or H, or ASTM
D3161-CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS VVALL W/ UU I UFL11- I ( GG
ELEV. VARIESAJJ_'� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
ALUMINUM DRIP
EDGE
LUMINUM FASCIA
N. 0, 2x SUB FASCIA
EESTRUCTURAL
SOFFIT SHEET SS
8"x8"x1 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F TUDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
_N1,17
bzzi- -::,
-+5;d
5/8"OR 1/2" HIGH STRENGTH �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE 'X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U,N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
TOP PLATE S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl ---,-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O�C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS U.N.O.
SHEATHING REQD. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O�C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C, @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
2"x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. 0'-0" At-N (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x . x INCLUDE THE WALL
0 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
ELEV. 4-3 1/2" 3 1/2" MIN. 3 1/2" M IN. /6 x 6 W1.4 x W1.4
A.F,F.
U_ L T� EE�
1/2"(min.)- 4"
z �1/2"(min.
CNI It,
00 00 ZE
(3 '1/ 2 (ii n.;I; _-4
3 1/2"(rnin..). - 4'� ;I L11 iLl rT
3 1/2"(rnin.).- TF'
F.
Jill
(2) #5 CON 4" V4. 8" -1 (2) #5 CONT.
U.N.O. MIN. U.N.O.
TYPICAL BEARING WALL" STEP@ SHEARWALL TYPICAL BEARING WALL @ STEP rCC
Py
"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
C5.
2x STUDS @ 16" OIC 0%,
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUD
8"x8"X1 6" KNOCK -OUT LOADBEARINGOR INSULATION PER FBC AND ENERGY
BLOCK W1 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT
2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
FILLED SOLID W/GROUT Vx P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
#5 VERT, IN FILLED CELL 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
8" C.M.U. TYPICAL SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER
G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 10d NAILS
BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK
TYPE 'IS" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR
R
WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD x 2x P.T. PLATE
(6) 1/4"x3 1/4" TAPCO NS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR
*SIMPSON SP1 SPACED EVENLY FIBERMESH X _j BOLTS 6" MAX FROM
ARCHITECTURAL w/ (10) 1 Od NAILS C%j WEEP SCREED INSTALLED BAR / L T
x
----2x P.T. PLATE I ------_Ix Lu END OF 2" x PLATE
FINISH TYP, 1; PER MFIR INSTRUCTIONS
'\\1 ASSUMED FINISHED #3 OR #4 REINFORCING BAR < LU
1 x2 PT WD FURRING @ 24" O.C. E
:Y= 40ksi
�GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. F
[GRADE 60 60ksil
FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP]
1/2" GYPSUM WALLBOARD A X U)
U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL----,, )<
7 X
CELLS(SEE FOOTING MONO SHOWN LU
LU
RR 0? x7x\ 7711 ��A 'AAA AAA U)
3A TETFI! ;w__ R 17/8"
00 #5 REINFORCING BAR
- !1I M , : ZF
FOUNDATION PLAN 6 MIL VAPOR B RRIEW I I - C, , - ,, .
FOR CLARITY
FOR LOCATIONS)
IYAPT AAqP KJAII PP P: x
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH C13
1 ME
IP 7
- I I M=T
T I 1=1 FE__
4"x4" INSPECTION -,IjI II ftJ i-/-%r' Or-LIUr- (2) # NT" 1 11. 11-
I I F�I I Ir ------ �s 36" MIN. LAP [36-1 MIN. LAP]
A �I I F, xx/
3 1/4" BASEBOARD PORT AT EACH NOTE: 7. ON T'CCOHAI S
*FOR BEARING WALL cc COMP. SOIL. (COMPACTED TO -lit 111 .111 . ... ... 10,1 (TYP.) 8" V-4" 8"
FILLED CELL TYPICAL I I F I I MIT- 1v �i �;�4 1 1:��
............
W/ UPLIFT ONLY t ............ 95% MODIFIED PROCTOR ASTM 7
MIN. 2500 PSI CONC. SLAB C0 AT GARAGE CONTRACTOR 11�E - I- I F��I D1 557) IT It 11 1 1 H_ -"--#6 REINFORCING BAR x/ #5 STD. 90 HOOK
MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I --=I IEI I 1=1 I 1=1 I F�I I I IEEI I I-- I I I 1=1 4" 11-41,
MUNICIPALITY. I I I I [ELI r�F, 11 1 r
Fj,I 1 r
CURB DUE TO SLOPE LI r�=,, Ll 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING
CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND F rz�
W1 4XW1 4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS r WALL w/ UPLIFT
"FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 SEE TYP. WALL SECTION FOR ADDITIONAL
BELOW GRADE
.a I M SLAB INFORMATION. SLAB INFORMATION.
E
Nr 6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
6 MIL VAPOR -IME". min.) 4"--,
=1 I z
BARRIER 4 A,
M-L" GRADE
''I
COMP. SOIL. =M
(COMPACTED TO 95% : 11
MODIFIED PROCTOR
ASTM D1557)
(2) #5 REBAR CONT._/ 3" MIN. CLR.
ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE
U.N.O. 14" 1 V-8" (2 STORY)l DETAIL)
TYPICAL WALL SECTION rA
SCALE: 3/4" = V-0" �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB---\ 14"
O.H.D, RECESS
PAVERS�
1 4.
4
0? A
4
A.
SEE A/S3 OR J/S6
FOR REINF. INFO. MIN. CLEARANCE
1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
V18" (2 STOR) )
GARAGE DOOR SLAB RECESS _J�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
1=1 I F�=Wi I F=I I EI I F-=I I IELLI=_., I I I==-jL17=
-11 11 F--I I P=I 11-111-11 I� I-i I I I I FLLI:rT I I -
45 REBAR w/ OPT.
11 11 ]-=-SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
4
OP
4'
F;;;l I F
SEEA/S30RJ/S6`_
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �S3
ADDITIONAL INFORMATION.
SCALE: 3/4"=1'-0" �3 SCALE: N.T.S. �,13� SCALE: 3/4"=V-0" 3
VARIES
EE PLAN 1 1/2" RECESS FOR --�7 r 6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ 13) 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.
x x CONNECTION INFO
SEE PLAN FOR
x x
& LAYOUT DESIGN
<
TOP OF BEAM `V
AN
(2) HTS20
FOR STRUCTURAL
. . . . . . .
BEAM SIZE &
C�! TU-
CONNECTION IKIFO
1/2" GYP. BD.
P.T. 2x
2" HOLD GYP. BD.
1/2" FROM SLAB
01-011 CONT. BEAD SEALANT
off
A A., INTERIOR 2X STU
4. 1/2" oL
'4 A GARAC
1/2" GY
CONCRETE NAILS W 1 1/2' W/ DR
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM INSU
PLATE TO CONCRETE ON FIL
(MIN. SHEAR 180# MIN. CONT.
TENSION 120#) CONCRETE SLAB
6x6W
WWF C
00 cl
71 1 1
17
ri
470 6 MIL VAPOR
BARRIER
4" 4"
INTERIOR WALL SLAB STEP NON-BRG. rK
SCALE: 314"=1'-0" 3
E
2x4 #2 SYP P.T. FRAMING w/
SEE A/S3/J/S6
MIN 7/16" O.S.B. SHEATHING
8"
CO
z
0
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
LU
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
w
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION.
Uj
COLUMN SIZE AND BASE
LU
W
CONNECTION INFO.
SLAB STEP & RECESS (@ S.G.D. rM
SCALE: 314"=1'-0" �3
DS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
MASONRYWALLAND
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS
E
COLUMN TO PORCH SILL
AT 8" O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
PSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
YWALL SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS
FOUNDATION PAD
LATION PER CHART
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL--\
MAT REINFORCING.
OOR PLAN
SIZE VARIES PER PLAN
BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
R
FILLED SOLID (SEE PLAN FOR
4
1.4 x W1.4
SIZE AND REINFORCEMENT)
LU
_j
40
R FIBERMESH
BRICK PAVERS or SLAB PER
1_ LU
0- Uj
LU U)
00
0
LU
0
0- 0 < z
4 - <
/-COMMUNITY SPECS
U_
U)
4 1 cr_
C"I <
V-U 1711M. rLI1./_j&
TV
0
0MI 11I
LU
--FOOTING
I El BEYOND
PAD REINFORCEMEN - 1 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL �N
SCALE: N.T.S.
cli
2!
x_L:vvk01
1,:. IN
P
lij
0%
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
LO
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JOB
NO:
21-4276
SCALE :
AS NOTED
SHEEr NO.
S3
jr I IF, I I".. l� 11 11, 1 '1 1 "1' -1 1 1
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE
SEE PLAN FOR HEADER //",-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION
CONNECTION SCREW OFF CAP
3" DIA
DOUBLE 2x TOP
PLATE
v
(
.)
FOR CLEAN -OUT
2x DEAD WOOD @ MID
POINT w/ (3) 12d
MIN. EXTENSION FROM
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
WALL IS 1 1/2" MAXIMUM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION WALL
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
CL_
TO DRAIN
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE EXTERIOR
WALL
TO BLOCKING WALL CLEAN -OUT
_�(2) 2x HEADER rA
PER PLAN SCALE: N.T.S.
2x BOTTOM PLATEW/(1) 10d @8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL ri
SCALE: N.T.S.
12 TYPICAL WALL SECTION
---,—SEE
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF, #2
TOP PLATE
2x S.P.F. STUDS @ 16" O,C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16"O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINTEVERYOTHER
STUD W/ (3) 1 Od NAI S
L'
CRICKET AS REQUIRED
SINGLE 2x CONT, BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC
SIMPSON SP1 W/ (10) 10d
EDGES & 8" OIC FIELD
va F
NAILS AT EACH STUD
2x P.T. PLATE
W/ 8" EMBEDMENT
5/8" x 10" "J" BOLT @ 24" O/C MAX
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W1
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTIES
SLOPE FORWARD
FOR DRAINAGE
BLOCKI G (TYP.)
�--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WIND
KNOCK -OUT
BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
STD. 9d'HOOK_/ 8',
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN, PLAN FOR LOCATION
- -
In
I
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 112" PLYWOOD BLOCK WALL ABOVE.
SCRAP M ATERIAL-�
I/ _j
LU
>
0
FORM CREATES CONCRETE RECESS TO
2X4 OM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE
SCALE: N.T,S.
8x8x16 C.M.U.
a
GARAGE DOOR T
...... 7, RACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
4
POURED CONCRETE BASE FOR 1BOTTOM OF MOI INTING R E
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGEFLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T,S.
7 5/81, 8" 7 5/81' 8" 7 5/8" 8"
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING --(t
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T,S.
0
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
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-
2x6 P.
J-BOLT
TRACK
BRACKET
FOP
iARAGE
oOOR
WIMOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVA
L SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T,S.
�4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
I
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
I
1'- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
SrQ I�E �8 JN�
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
Z�o
11
"�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
41
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
'Lavon
TRANSOM FRAMING
SEE SECTION AAISI AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
12
(TYP.) SEE ELEV.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER__-_,-_"0-_--_1
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
RUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FB'LOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BL CKING
Lu
O/C FIELD
.0
2x TOP PLAT E-/
W
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
alit
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 Odxl 112
NAILS AT EA. TRUSS VERTICAL WEB
71
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4" EMBE DM E N T
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
:
-
7
MAIN SPAN
2x P.T. PLATE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOFTRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
1 #5 VERT. IN CONC. FILLED CELL-` -i 1
W/ STD. 90' HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
4,9,, SPLICE STAGGERED
4 r'
��6CE NA
SP
10d @ 8" O/C
ATTACH ALL f
EXTERIOR STUDS
W/ Y�l 6d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
Ov
AT LEAST 4'-0" LONG. TYPICAL ER STUD
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
�4
F= 2240 LBS
SIMPSON
rc
P.T.
ATE
SP2
\-r/
SIMPSON
X
1 O
ST
J-1
M�
TRANSOM FRAMING
TRANSOM FRAMING
SEE SECTION AA/Sj
SEE SECTION AA/S1
AND BBIS1 FOR
AND BBIS1 FOR
ADDITIONAL DETAILS
ADDITIONAL DETAILS
RECESS
LINTEL
\-NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
1
SIMPSON
Spi
SIMPSON
SP4
IN,
2X8 P.T. BOT TOM Pr TE
SIMPSON SIMPSON
SP4 SP2 1
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SIMPSON SP4
SP4
\-518"X`10" "S' BOLT @ 24" 0,C. MAX.
(MIN. (2) PER BOTTOM PLATE)
SIMPSON
SP4
"
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL//"' j
SP4
2X TOP PLATE
OVERLAPPING
NAILS @ 6"
�GGERED
30LTS @ 24" O.C.
kX
2X P.T. PLATE
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
)S (9335# SPF)
N. 8"
PDXIEDA.T.R.
& NUT
'OXIED A.T.R.
t & NUT
OXIED A.T.R.
NUT
ROOFTRUSSABOVE
2X BLOCKING
- (2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ Z-0"O.C.
-MASONRY WALL
10d NAILS@ 4
10d NAILS @ 6" O.C,
STAGGERED A
STAGGERED
0 0 TRANSOM FRAMING
BEYOND.
� N
I y
PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
"�'_WITH 8d COMMON WIRE NAILS @ 4" F
OIC BOUNDARIES 6" O/C EDGES -,o SHEATHING
& 8" O/C FIELD
1\ �4
0 SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE
SP8 FOR 2X8 WALL) SHEATHING
—PLYWOOD
SIMPSON SP2 w/ (12) 10d NAILS MASONRY— I
SIMPSON SP1 wl (10) 10d NAILS WALL BELOW o_�-5/8"X10"JI-BOLTS@24"O.C.
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
5/8"xl 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'IDETAILS ABOVE ENTRY rR
SCALE: N.T.S. S4
7"
7
J,
%
C14
2!
LE
.0
P
Al'
s-,
-% - ru 4
0
To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
Tw ngs comp y wit the 2020
Rorida Building Code -
Residential 7th Edition, Engineers signature and seal is only for
the structural engineering portions of the drav&g pages bearing
Engineer's signature and seal.
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SHEET NO.
S4
it' �' jig[ Ilgil IV , I Iq "'I 111rilli 1, IIEL F 11
SIMPSON HGAM11
W/
(4)1/4"xl 112"SDS
SCREWS
TO BLOCKING & (I
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--,\\
2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5 BACKNAIL w.1 (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END,
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5
BACKNAIL W/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45'±
z
7_
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CROI
3 RACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAIL--/
2x4 KICKER
2x8 SYP#2 "L" BRACE TO
RIDGE FASTENED AT
@ 8'-0" O/C.
?ig
EXTEND AT LEAST 90% OF
EACHJOINTWI(3) 10d
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
S I M PSON H2.5A W/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 10d &
,---FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
V.*
BLOCKING
7/16" OSB SHEATHING
END
ATTACHED W/ 10d
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1
1 11
1
1
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
W1 10d NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
INTO 2" 6" 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, [ MAX, I"
IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
IF >9" SEE 10/S5
NAILING SCHEDULE FOR SHEATHING-i
DETAIL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
ZZ
FROM RIDGE FASTENED AT
RIDGEFASTENEDAT
BRACE TO EXTEND
EACH JOINTw/ (3) 10d & (2) 10d
EACH JO I NT w/ (3)
/
r"L"
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
10d & (2) 10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLETRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
,,,1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NA L
ATTACHED W/ 10d NAILS
W/ 1 Od NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
-"; _
(2) 16d NAILS
W/ (2) 16d TOENAILS
2x4'7" ON TOP OF PANEL
2x4 "T" ON TOP OF PANEL B KIN 2x CM BLOCKING, FASTEN WITH
(4) ROWS OF TRUSSES It 1 Odx3" @ 4" O/C
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
x
.
.
_ � 2x4 "T" ON TOP OF PANEL
LOC G' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR BLOCKING
WEEP SCREED THE FIRST
INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP, TOP & BOTTOM SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
6'-0"
SIMPSON META12 wl (7) 10dxl 1/2" NAILS ATT� INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
"
" "
"
"
"
MOISTURE BARRIER
I 10dx3" @ 4" O/C
1
1/2
x 8
J
BOLT @ 32
O.C. MINIMUM 6
FROM
C
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER L SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS MOISTURE BARRIER
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 O.C. MAX) w/ MIN. 4"
SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE SCALE: N.T.S.
2x4 #2 SYP BLK'G @ 16"O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS)
X-BRACING, AND TOP SEE STRUCTURAL—,,,
ON SHEET S5 FOR
CHORD BLOCKING NOTES AND NAILING
;o 00 x
INFORMATION SCHEDULE FOR
BACKNAIL w/'�:/
SHEATHING DETAIL
111, 2' (2) 16d NAILS
WOOD TRUSSES
00 00 2"X4" CROSS BRACE —
APPROX. 8" FROM
2X4 RAT RUN BRACING RIDGE FASTENED AT
AT 24" O.C. ON TOP OF N It
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSSSPANS NAILS @ EA. END
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT 2x4 PANEL BLOCKING ---
(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
@ 41" O/C FOR THE (2) 16d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
2X4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF
(D = 0.207", L = 4 1/2") OR EQUAL
O/C W/ (2) 16d TRUSSES FROM EA.
TOENAILS @ EA. END NOTES: END TYP. TOP &
4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
SIMPSON SP2 w/ (12) 1 Od
-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD
�
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
r4
SECTION SECTION
SCALE: N.T.S. SCALE: N.T.S.
MAX. 9"
UNSUPPORTED, 8d @ 6"O/C
IF >9" SEE 1 O/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C.
SIMPSON HGAM10KTA W/ (4)
NU 1 IELD
1/4"xl 1/2" SDS SCREWS TO
TRUSS
BLOCKING & (4) 1/4"X2 314"
//—JACK
PLAN FOR
TITEN TO CMU
_��SEE
_'(C'ONNECTION
2X47' ON TOP 0
EXT. WALL CONN. (C-)
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
BLOCKING, FASTEN WITH
10dx3" @ 4" O/C
L 2X4 BLOCKING W/
(2)12d TOENAILS
NON - LOAD BEARIffG LOCATION
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
r
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION
9
r8
IINIMUM 2x
;ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL �
(2) 16d PER (2) 16d NA
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S. S5
12
6.9 MAX.
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK`G @ 16" O.C.
(2) 1 Od x 0.131
TOENAILS EA, SIDE
CONT. 2X4 #2 SYP W1 1 Od
XO. 131 @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL
�0
SCALE: N.T.S.
�, �5
GABLE TRUSS
S5
1" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
S5
\-CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOODTRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SCALE: N.T.S.
-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1" BRACE W1 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24' O/C (TYP)
0
z
Uj
0-
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" OIC
\-MOISTURE BARRIER
BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-01'
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT W/ (4) 1/4"X1 112" SIDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
STUDS @ 16" O.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 W1 (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
E
S5
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING—,-, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS EB
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S. s5
2x47' BLOCKING
2X4 BLOCKING @
W
4�
48" O.C.
16d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAI L r6
SCALE: N.T.S.
DIAPHRAGM
BLOCKING
48" O/C
@ BLE TRUSS
GA
TRUSS VERTICAL
(2) 2"x8" "L" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S. \ �5
20'-0" MAX
CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
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) 1 Od 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 Engineers knowledge, information and belief,
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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
Engineers signature and seal,
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SHEE7 NO.
S5
ROOF FLASHING AND ROOF FLASHING COMPONENTS
TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL
12
INSULATION —
BAFFLE
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W1 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F, TOP PLATE - ATTACH 2x STUDS -
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W1 (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. W6 OR-3/8" PLYWOOD/ TYPE 2-M-W
OSIB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL,�
DIVIDE THE CONCEALED SPACE INTO APPROX. EQUY, I
AREAS.
FLOOR SYSTEM
\PIER PLAN
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"—
GYP, TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WEI
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WD FURRING @ 24" 0.1
BASEBOARD
MIN. 2500 PSI CONC. SLAI
MIN. PSI MAY VARY PER
MUNICIPALITY
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WWFORFIB OESH
41.
-�4 - - -
�A A 4
A
7-
4
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O,C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE w/ ASTM D7158-CLASS G or
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSHI - ON
FRAMING SHEET FOR
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W1 8d @ 4"
O.C., 2 ROWS
1x2 NAILER
_j LU PLYWOOD SHEATHING
_j
U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
LU
Uj
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
j I--
-1 LU
LAYER 1/8" THICK.
U_
IVJ INSULATION PER
CHART ON FLOOR PLAN
B R
SIS
fETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 NOOK (SEE DETAIL)
8"&'X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
U—) 0 4"x4" INSPECTION PORT AT
U_ f
cc o- EACH FILL CELL TYPICAL
il] W
CL AT GARAGE CONTRACTOR
LO TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
4"to 6" BELOW GRADE
GRADE
'--STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE 4"
TYP 2-STORY WALL SECTION -
REV. 03.16.21 SCALE: 3/4"=V-0" S6
SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/Z'NAILS TO
2nd FLO
BEAMIGI
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S.
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL------
BAND JOIST
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1 st FLOOR WALL
S I M PSON LSTA24 STRAP w/ (8) 1 Old x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD IIST FLR, SCALE: N.T.S.
UPLIFT CAP = 928 PLIF
SHEAR CAP = 355 PLIF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SPACER
BLOCKS
'END SHEATHING TO
IF BEAM OR GIRDER
TE W1
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: * USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S.
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING -�
ATTACHED WALL SHEATHING
TO BOTTOM PLATEICHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
�00
FLOOR TRUSS SEE FRAMING PLAN
I
FLOOR T RUSS
SEE FRAMING 1>< I ----WEEP SCREED
PLAN INSTALLED PER MANUF.
\\-SIMPSON
48-_T HETA20 W/ (8) 1 Odxl 1/2"
2"X4" CROSS BRACE @ 48
O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS
E N D WALL W1 (2)1 Odx3" @ EA. BLO KING& MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUS,1
FLOOR CONNECTION
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
U
U
WEEP SCREED 2
INSTALLED PER. MANUF.
C
U
S I M PSON H ETA20 wl (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=V-0"
FOR ADDITIONAL INFORMATION.
1 .4 111.100] ki
DETAIL (FLOOR TRUSS) (o
SCALE: 1 1/2"=V-0"
NOTE: SEE TYPICAL WALL
SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP. W.B. MIN. @
/_ GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT
5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 10'-0" (R302.11)
EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 10d
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C.
TYPICAL TENSION 2600#.)
2X P.T, PLATE
F6x6W1 .4 x W1.4 WWF OR FIBERMESH
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1�1=,4 lfcL�(3) #5 CONT. ON 31'
8" 11-81, CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
15/32" OSB
I,(/ -
I
EXPOSUREI
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
n SECTION X-X IF
LU
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(2)- 2x TOP PLATE
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EXPOSURE1
SHEATHING Ld
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SEE PLAN a
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8
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SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
3/8"
SPA
/4'
S
SINGLE NAIL EDGE SPACING
S j 3
DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
I
PLATE TO VERTICAL wl(4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
SECTION X-X
I
14 " �0/449vdv 41
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM
SPACE IS RECOMMENDED BETWEEN PANELSAT EDGESAND END
0
JOINTS TOALLOW FOR EXPANSION. FASTENERS SHALL NOT
Lu
PENETRATE SURFACE MORE THAN Y8",
<
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
@ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
LL
NAIL OPENING PERIMETER wl (2) ROWS @ 4� O.C. wl 8d COMMON NAIL.
0
@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
U)
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
wt Sd COMMON NAIL
0 LU
ED LL �- 0 Q�
CF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
r 0 F
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0 0 U)
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@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
K LL
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MEMBER IF GABLE END
LL LL
NOTE:
. 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2"
. Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
WALL SHEATHING INSTALL.
& NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
-ROWS 12d NAILS
FACE OR 3
STAGGERED@ 12" O/C FOR
2"x`10" OR GREATER HEADER
4
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
\-- INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
BOX HEADER
ONLY 12d TOENAILS
EXTERIOR HEADERS:
(1) 2x SILL PLATE W1 (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Old x 11/2" EACH SIDE
2x STUDS TYP,
P.T. BOT. PLATE
FLOOR TRUSS
SEE PLAN FOR REQUIRED --
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x BLOCKING HORIZONTALL*
@ INTERVALS NOT
EXCEEDING 10'-0" (R302.1 1)
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W1 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4xW1.4
WWF OR FIBERMESH
III
A!
Cl)
M
S6
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
EAEND
EA END
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(3)
(2)
(3)
(2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W1 (10) 1 Od NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
FINISH GRAD
00
ILI T_ 1
:9;�_ �ME
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
WIT' MIN. CLEARANCE
ALTERNATE FOOTING v
@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 314"=V-0" S6
ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers
signature and sea[ is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and sea].
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SCALE
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SHEEr NO.
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2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12
FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER
A MAINTAIN BETWEEN
AND J'GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
GLUED AND NAILED TO STRINGER STRAP GLUED TO
RISER AND TREAD
,,,�2x4 DRAFT
_1�
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
3YP CUT TO FIT
%RS IN WALL
—2x12 SYP
N
BEARS IN WALL 2x44 BLOCKING FOR 2x12
PT UNDER 2x12
—2x6 SYP E> ROVIDE MOISTURE
PROTEJCTION
G LZATTACH ALL COMPONENTS
2x4 SYP BLOCKING OF STAIR TO CONC. W/ X
T PCt
FOR STRAP 0 M "0. C.
2x4 PT NOTCHED INTO STRINGER\---v—/ (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" O.C.
AND NAILED TO FLOOR WITH GLUE N 11 1 " (, I I
.qj
AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAAI LS) ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W1 I" X NAILED TO STRINGER
2 J" TAPCONS @ MAX. 32" O.C. \
I EW "All
SCALE: 1 " = V-0"
E
SECTION VIEW 111311
SCALE: 1 V-0"
GN THIS STUD WITH FACE OF 2nd RISER
1:4 GLUED AND NAILED TO STRINGER
FT
�(S;07P
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
rSTRINGERS n
2X4 SYP BLOCKING
FOR STRAP
PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/
D NAILED TO FLOOR WITH GL (14) 1 Od x 1 1/2" NAILS)
STRINGER CONTACT POINTS /
SCALE: "' = 1'-0" Vvt-%L-L-
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS'
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
CTION VIEW "D11
SCALE: 1"= 1'-0"
PLYWOOD
BULLNOS
—2x SYP CUT TO FIT
BEARS IN WALL
_----2xl2 SYP
BEARS IN WALL
E DETAIL
SCALE: 1 " = V-0"
-2x4 GLUED
AND NAILED
SECTION D-D.
SCALE: 1 " = V-10"
—3/4 PLYWOOD
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
ON DECK
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
'--�x8
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x I
SYP GLUED
BOTTOM, GLUED AND
1/2" NAILS)
AND NAILED TO
NAILED TO STRINGER
FRAMING
22x4 DRAFT 2x12
STOP TREAD
2xl 2 TREAD
GLUED
GLUEDAND
AND
NAILED
NAILEC
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE-AT -
STRINGER CONTACT
POINTS
E---
I '712X8 SYP DRYWALL STOP MUST
LNOT TOUCH STRINGERS
/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
-1x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
/l% SECTION VIEW
�1_j_ SCALE: il, = v-0,;
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
12
H 2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 wl
(14) 1 Od x 1 1/2" NAILS)
H
L/�12x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW 11E 11
SCALE: 1 " = V-0.1
�E SECTION VIEW
I'll �_ SCALE: ?= 1 1-01;
-3/4 PLYWOOE
ON DECK
--2x8 SYP GLI
AND NAILEE
FRAMING
2x4 DRAFT
STOP
2x4 BLOCKING
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
G-1
TOP OF
STRINGER
—2x4 BLOCKING FOR 2x12 SIMPSON A135
-�- 2x4 PT UNDER 2x12 OR LSC EA , CH
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
SECTION VIEW 11CIIII
SCALE: 1 V-0"
FLOOR TRUSS OR
GIRDER, FIELD VERIFY
(2) LAYER J" EDGE GOLD
OSB OR PLYWOOD
OR 1 j"X16" LVL
ATTACHED W1 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "Gll
SCALE: 1 " = 1'-0"
SECTION VIEW
1
SCALE: f, = V-0"
CONN. TO BOTTi
OF NEWEL POSI
PER CONTRACT,
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
1 POST LET INTO
ILOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL P ST.
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 " = T-O"
JOINT
- TO
)ISTS)
NAILED AND
TOP PLATE
\ITO RIM BAND,
JD NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
2X STRING� R
2X B OCKING F
I
PSON MTS 2 w/
1 Od x 1 1/2" NAILS
' DORL�
3
2X BLOC/ING
RESIR ,
VARIES
ECTION VIEW "H11.
SCALE: 1 " = V-0"
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To the best of the Engineers knowledge, information and belief
the structural plans and specifirabons 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
Engineer's signature and seal.
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1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
11 X44 1/2" DRYWALL DOOR JAMB (REFER
I L F F
41## UNACCEPTABLE INSTALLTION 00
[—lx4
DOOR JAMB (REFER P. Til TO PRODUCT
TO PRODUCT P.T. TO PRODUCT
MAX. 8"
PROPER INSTALLATION DO NOT DO THIS
2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.
APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4
x4
#5 REBAR (TYP)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d 4"
1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING
3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2"
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O,C. EDGES AND 12" O.C. FIELD
@
O.C., 2 ROWS STAGGERED
TAPCON @ 16" O.C. & 4"
TAPCON. INTO 2X8
LL11X8
STAGGERED @ 16"
(TYP,)
*41** 000
BLOCK@ SPACING 1x8 P.T. FROM EACH ENDw/ MIN.
PER MANUFACTURE 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
41
90- HOOK
2x BAND JOIST W1 FACE NAIL 10d
MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NAL
S 3" DETAIL
(TYP.)
STD. 90' . t];�
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.0
FILL SOLID HOOK (TYP.)
BOTH CELLS *401.
FACE NAILS 1 Old @ TRUSS VERT.
V�N
WEB
/16" x 3 -1/2" 1x4 P3. DOOR JAMB (REFER
TAPCON @ 16" TO PRODUCT
4%
EIL:111 L :j/
ME-
O.C. & 4" FROM DOOR JAMB (REFER 112"DI
1/2" DRYWALL
C
NOTE:
N. 1X4
APPROVAL FOR CONN. 1x4
DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT
Lil Y/
LAP SHEATHING TO
bu
D0 N.4 6".
2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16'
TO PRODUCT �j
00
JOIST TYPICAL
x 3-1/2" TAPCON @ 16"
APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4
)OZ"ED(,3E
7
4%
TAPCON @ 16" O.C. & FURRING
END w/ MIN. 2" EDGE DIST.
IST
D /
4" FROM EACH END w/ L2x8 P.T. ATTACH SECOND PLY w/
PIP \— NOTCN FIRST COURSE
—±-2-L
\—SIMPSON HGAM1 OKTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2X8
77
INTO BAND JOIST & (4) 1/4"x2 3/4`
TITEN INTO
STAGGERED @ 12" O.C. 3-1/4" DETAIL
2x DETAIL 2 1/4" DETAIL
NOTCH WEB AT THE
±5-' FIRST 2 COURSES 000
—
K.O. BLOCK
0* 41k*
Al
BUILDOUT 0 OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC
FILLED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION KH
RETROFIT FOR MISSING
EMBEDDED STRAP-
SCALE: N.T.S.
�s
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
SCALE: N.T,S.
��S�
2x8 P.T. BUCK -CONNECT TO BLOCK — SECTION
A
-A
UPLIFT CAPACITY 805 # FOR 1 STRAP
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
W/ 1/4" x 31/4" TAPCON (111/4" MIN.
EMBEDMENT INTO BLK.) 1/4" MAX
1610 # FOR 2 STRAPS
SEE NOTE 1 BELOW
/—FILL 1st4 COURSES
SOLID WIGROUT
Ir 2- 81'
1 PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
1/2" DRYWALL
CREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2w/(�16)'16d
ALUM DRIP EDGE
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
BRG WALL TYPE
2 x 8 45-' DIAGONAL (4) 10d NAILS INTO
LEAVE A CUT OUT IN O.S,B. ON THE
PER PLAN 2x SUB FASCIA
PER PLAN
BRACE(S) 2 x 8 BRACE/ BLKG.
INSIDE TO ALLOW FOR INSULATION
7/16" OSB CUT HOLE IN O.S.B. FOR
TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
2x2 #2 P.T. MIN,
PT M
=n P�=R T
FASTENED PER NOTE IT
FOR OVERHANGS BETWEEN OVER 1 1/2" 1.
CONTACT ENGINEER OF RECORD FOR
BUILT UP PLWD. BUCK ARCH PANEL
POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
---2 x 8 45 DrAGONAL BRACE AT EA.
2 BELOW L CONT VENTED OR SOLID SOFFIT
L
FURTHER INSTRUCTIONS.
BACKSIDE TO FIT ARCH 1 (4) 1 Old NAILS INTO 2 x 8
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
RETROFIT TRUSS DETAIL
CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP
OVERHAN 4 .
CONNECT W/ 8d NAILS BRACE/ BLKG.
\_2
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
\—PROVIDE
N.T.&
w/ 3-12d NAILS, TYP.
INSTALL WDW. SCREW ANCHO x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL (NTS)
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
INTO ARCH BLKG. PER
INSTALLATION DETAILS A
4" MIN. OF BRACE
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
2X6 SYP #2 CONT, (MATCH TRUSS DEPTH
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED) W/ (3) #6 X 41/2" WOOD
2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D.
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
CMU w/ 3" LONG T-NAILS @ 24" O.C.
4'MAX. RAD.
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
ARCH DETAIL
MIN. 4" EMBEDMENT AT 16" O.C.
SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C.
1-011
1 51-011
SCALE: N.T.S.
SS
12
SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA wl 3/4" X 1/4"
L 6
JACK TRUSS PROVIDED BY SEE
CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
3. [F] CHANNEL APPLICATION:
MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR
A(--,f INISH FLOQ
2
x 8 BUCK - CONNECT TO BLOCK SECTION
STUB NAIL.097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL
I %
WITH
1/4" x 3 1/4" TAPCON (11/4" MIN. B-B
ROOF SHEATHING ATTACHED
WALL
0 K,)
EMBEDMENT INTO K.)
PER NAILING SCHEDULE LL
WOOD FRAMING; SECURE [F] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN
/4" MAX
21-0" 8"
2-4
STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL
1 #5 BAR
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS SIMPSON
SOFFIT PANEL ATTACHED AT 2X FASCIA w/ 3/4" X 1/4"
1.0"
V CENTERED W/ 2
BLKG. & BUCK
2X6 TO 2X4 H2. 5A w/ (10)
CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE
IN TOP C?
1 X 4 FURRING
8d NAILS
KNOCKOUT/ N
STRUCTURAL SOFFIT
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2x
SFO (—) FOR SOFFITS V-4" & GREATER
SCALE: 3/4" = V-0"
%
MONO FOOTING
PROVIDE 2 8 DIAG. BRACE BTW*-"
PROVIDE (2) MIN.
CONT. W/
REV. 03.22.2021 BLOCKING REQUIRED, FOR SOFFITS LESS
E
x
(3)
A
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
THAN V-4" MID BLOCKING NOT REQUIRED
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY—/
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
AND SECTION DETAILS
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
A
CLEAN FILL
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24"O.C.
2 X 4 #2 SYP SCAB TO SIDE OF
DIRT
TO BE INSTALLED
z
4'-0" MAX SEE PLAN
0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
STANDARD
BUILT UP PLWD. BUCK -
DOUBLE 2x4 SCAB FOR T-16" TO 4'-0" O.H.
SCRIBE (NOTCH) BACKSIDE
7/16"OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
+ 48A,__ (2) 10d NAILS @ 8" O.C.
+ +
#5 BAR IN 90r HOOK cli
TO FIT ARCH CONNECT W/
'1__2
START OF ARC
NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
+ TO TRUSS TOP CHORD
FILLED CEL
8d NAILS
x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD.
SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
+ +
L L L, V I.,
INSTALL WDW, SCREW-------------
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQU
GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
+ + PLYWOOD SHEATHING
L
V-1
:1
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
SHALL NOT BE FRAMED AS O.C.
+ +
211k
PER INSTALLATION DETAILS
B-B
ARCH DETAIL rK
HIP. SECTION @ ENTRY rL
DESIGNED ONLY FOR THE
+ BLOCKING AS
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
SCALE: N.T.S.
INSTALLATION OF SHINGLE —
SCALE: 3/4" V-0"
TRUSS + REQUIRED TO
%� + +
MONO TO STEMWALL FOOTING SECTION DETAILS
AND METAL ROOF FINISH �S
SUPPORT SOFFIT
+
2X4 SYP
SCALE: 3/4" = V-0"
EACH TRUSS
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
CONNECTOR
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
B) ADHERE EXPANSION STRIPS TOJAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
SEE LINTEL
7'
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
SCHED.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
IT
DRILL 3/4"x5" MIN. HOLE SET BAR IN
118". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
EPDXY CAP TO PREVENT LEAKAGE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
PRECAST LINTEL —J
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
Ilk
SEE ELEVATION
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W i W ' M ' AT PERIMETER
FOR OVER HANG
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
WHERE THIS CONDITION
(MAX, 4' _0")
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
(1) #5 BARS CONT. OCCURS
SECTION @ ROOF EXTENSION rM
z
#5x6'EMBEDDED INTO EXISTING BOND BEAM
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
TOP WITH MIN. 3"
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
COVER 6-01'
I
SCALE: 3/4" = V-0"
�,Ls�
Cn
<
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
/,,-F.
2
U_ LU
NON SHRINK GROUT.
SEE SHEET D2 AND
SIMPSON HTr4w/(18)10dxl
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
t>
0 2
LU
0
A
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT
I �_ I I Mr.
FLOOR PLAN FOR
1/2" NAILS TO STUDS & (1) - MORE INFO
PRESS PANEL REINFORCING INTO PLACE.
k EE EE
r
518" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
#5x6'EMBEDDED INTO
6" MIN. LAP SPLICE W/
EPDXY MIN. 6"EMBEDMENT &
EXISTING FOOTING (2) #5x6' IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
(n M
FILLED CELL
SMOOTH. DO NO FURROW.
�7,
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
GRADE
3" MIN. EDGE DISTANCE
C14
DRILL 3/4"x5" MIN. HOLE
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
7
C\1
REMAIN FREE OF MORTAR. NOTE:
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
C,4
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
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
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT
FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4" = V-0"
RETROFIT FOR MISSING
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
MSTAM STRAP
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
SCALE: 3/4" = V-0"
C14
E�!
�_Efto Cn
)15C
7p
C NO
0 F 12140
S.
%b
To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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NO:
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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/TPl-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 1
T LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED Wit (3) 12d
NAILS AT EACH TRUSS INTERSECTION. CB
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB_<�
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
VVI Q- f vu iw I I I 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 SIDE w/ (3) 12d NAILS
WHEN REQUIRED wl (2)
S I M PSON HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
-ENG.TRUSS
PRE
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
14 A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL
SCALE:NTS
DIAGONAL
AT 8'-0"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
ROOF
SEE 'lu
SHI
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
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
�;7A TRUSS
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
0. C. W/ (4)
#2 SPF 48"
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING el�
3
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
OIL VARIES
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d
TOENAILS TO TOP
PLATE & (2) 12d END
NAILS TO TRUSS
BOTTOM CHORD
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
COMMON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
VARIES SEE PLAN
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
OL SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN, 2X4 #2 SYP P.T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
ul"
SECTION
@ ENTRY
r8N�
SCALE:NTS
SIMPSON LSTA18
w/ (12) 1 Od NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE:NTS
)IMPSON HUC410 w/
6d INTO HEADER & (
Od INTO BEAM - SEE
�OOF PLAN FOR MOI
qFO
(2) 2x8 #2 SYP w)
O.S.B. FLITCH P1
TOP @TRUSSB
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN wl (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
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 wl (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
BEAM @ RAISED ENTRY
MASONRY WALL ir4
SCALE:NTS
SEE FLOOR PLAN FOR .......
COLUMN SIZE& BASE
CONNECTION INFO
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A
SCHEDLILE/PLAN OPTION B
.
.
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
--- A
A F
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
51 PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE:NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 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 r2 2'�
SCALE:NTS
SCALE: 3/4"=V-0"
SEE 1/S5 FOR
ADDITIONAL
INFO.
OUTLOOKER
GABL
TRUS
iWAtawliffiffielierx
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
�SEE PLAN
-
FOR CANTf
7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULEIPLAN
OPTION C.
BM. SPLICE OVER
CENTER OF POST
-MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
A
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
4
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_'�
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
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL
EACH TRUSS TO NAILER
W/ (3) 1 Od
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NA I LS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SCALE:NTS
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SIMPSON LUS26 W/ (8) 1 Od NAILS B B
H H
OR IF 2 PLY TRUSS SIMPSON
LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W1 (3)
1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION
(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 1_�_MASONRYWALL
(TYPICAL)
SCREWS EACH SIDE)
SECTION AT LOW ROOF � �q
SCALE: NTS
LOW ROOFIWALL---\
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W1 (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
STUD)
2x BASE PLATE Wit (2) 12d
NAILS @ 16" O.C. ALONG Wit
SIMPSON MTS1 2 W/ (14) 1 Od x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/----/
Z- (2) 2X6 BLOCKING UNDER� FLOOR G.T.
RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR 16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @ BUMP OUT( '39'�
SCALE:NTS 11.1_�
DETAILS & SECTIONS
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To the best of the Engineers knowledge, information,and belief,
the structural plans and spedificaltions contained with n 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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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
(USE SP6 FOR 2x6 WALL, USE SP8
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
FOR 2x8 WALL)
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STLIDS
@ 24" O.C.
EXT. SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
" O.C.
(2) 2x SPF TOP PLATE
FLUSH W/ TOP
><
BLOCKING INFO
(&
SEE PLAN FOR CONN.
W1 (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
S SEEFOR 2 OF MASONRY & 8d
EEFOR
BLOCKING NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
X
(2) 1 Od TO ENAI LS AT EA.
INTERIOR HEADER
DETAILS
DETAILS
F
LO
FLOOR
STUDS w/ 10d @
---(2) - 2x SPF TOP PLATE
1-17,
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
(v
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
I J*
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
IT
SURFACE A 2x4 #2 BLOCKING
4(�)
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
SYSTEM
—FLOOR SYSTEM
LAN
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
OR FLOOR TRUSS FOR
B 2x4 SIDE BRACE
AT 48" O.C.
BETWEEN JOISTS
D
2X CONT. RIBBON
EXCEEDING 6 FEET.
A SIMPSON LS30 w/ (6) 10d
x 1 1/2" CLIP IS TO BE
SILL PLATE W/ SIMPSON LS30 w/ (6)
1 Od x 1 1/2" CLIP EACH SIDE
MIN (3) 2x #2 SPF STUDS @ END OF
INSTALLED AT EA. END
CORRECT BLOCKING
w/ (3) 12d EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
L BLOCK
TYPICAL BLOCK
FLOOR DECK
INFO
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
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 SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W1 PLAN
8d NAILS @ 3" O.0
JOIST SEE PLAN
M
(2) SIMPSON MSTAM36 w/
I -JOIST SEE PLAN
PACK w/1 Od I'4AI LS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 10d
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 1 Od NAILS & (4) 1/4"x2
TIE BEAM
@ 8"o.c..
FLOOR TRUSS/ I -JOIST SEE PLAN
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
NAILS (G.C. TO INSURE SOLID BLOCKING IL
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
IS INSTALLED). SCALE: N.T.S.
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
GABLE END RIM JOIST-
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
SEE SS FOR RETROFIT
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 10d TOE NAILS
OTHERWISE DETAIL CAN BE IGNORED
SECTION CORNER CAN NOT BE INSTALLED
MASONRY WALL
EACH SIDE
FRAMING ATTACHMENT le' �j
BLOCKING DETAIL
GIRDER/COL. CONN.
@ 2nd FLOOR ('3_'�
HEADER CONN. @ 2nd
FLOORK�T�
SCALE: N T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR S I M PSON SP2 W/ (12) 1 Od NAI LS
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.
(2) 2x8 0 R (2) 2x6 TOP
JAMB STUD
NOTCHED AT HEADER LOCATION
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
OF CRIPPLES IF LONGER THAN 8"
PLATE SEE PLAN
1'.. 1
2 - 2 x 4 SPF SIMPSON CS16 W/ MIN. 12" END
SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
WALL, USE SP8 FOR 2x8 WALL) 24" O.C.
SEE PLAN FOR CONN.
T
(2) 2x HEADER TO SIT
TOP PLATES
(1) S I M PSO N LSTA30 W/ (22) 1 Od
2x6 @
To
CLIPS) NAIL BACK LEG OF CIPPLE TO
A. LENGTH ON STUDS W/ (11) 1 Od
NAILS BENT OVER TOP PLATE
HEADER W/ (2) 12 TOENAILS
FLUSH W/ THE OUTSIDE
NAILS TO STUDS ABOVE & (11) 1 Od
(2) - 2X SPF TOP PLATE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THEN DOWN THE FACE OF
HEADER/STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
31DE
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN FOR
COL. SIZE
CONNECTION
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
EXTERIOR HEADERS
(2) SIMPSON MST37
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 F OR
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STRAPS W/ (42) 16d NAILS
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
PLATE SEE PLAN
MORE INFORMATION
XSP
L2 F EMBEDMENT PAST STEP.
SILL PLATE W/ SIMPSON LS30 W/ (6)
FLOOR SYSTEM OR
6
12d NAILS AT 6"
'T
r ASE PLATE
r
2x CRIPPLES @ 16" O.C.
1 Od x 1 1/2" EACH S I DE
2 -STY. FRAMING
B
O.C. TYP T & B
SIMPSON SP6 W/ (6) 1 Od x
IED qF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
W/ (2) 12d TOENAILS T/B
BAND JOIST & BLKG.
x
C H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
SILL (MAX. OPENING WIDTH 4 FEET).
OR LVL GIRDER
SYP U.N.O.
WALL) @ 24" O.C.
17<�)
EWALL OR BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
JAMB CONDITION OR IF BUILT-UP
2 -2x4SPF
(72)
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
STUDS ARE W/I N WALL SYSTEM A.B. TO
To,
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
SEE PLAN F
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"O.C.—
TO BE INSTALLED AT EACH END.
COL. SIZE
LE 2 x 4 �i SPF S�6DS �B INTERIOR HEADER
2x SILL PLATE W/ (2) 12dTOENAILS.
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 w/ (18)
16d NAILS & 5/8"
BOX HEADER
AT 16" O.C. U.N.O. (2) 2x HEADER (1)
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
.1.1
V
ANCHOR BOLT W/
(2) 2x TOP PLATE
SEE PLAN
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYP. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
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
NAILS WRAPPED UP AND
2x CRIPPLES @ 16" O.C. w/
�J. � �l. :�=BASE PLATE W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE
TAPCONS
PROVIDE BLOCKING
OVER TOP PLATE
SIMPSON SP2 W/ (12) 1 Od NAILS AT
16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
..T .1.
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
'PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS W/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL
FOR FTG. REQ.
2x CRIPPLES TO
SITUATION. CONNECT G.T. TO
PROVIDE EXTERIOR SHEATHING
MATCHJACK
STUDS W/ (2) SIMPSON HTS20 W/
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR
HEADER CONN.
2nd FLOOR � �6
STUDS BELOW
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
FOR EXTERIOR 2 STORY WALLS ONLY.
2 STORY COL.
GIRDER
SHEATHING CAN STOP ONCE UNDER
(IF CRIPPLES ARE LESS THAN 8"
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
A.'A. . 1-'A -
�—ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
SEE SS FOR RETROFIT
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
MORE INFORMATION
HEADER STRAPS
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
/—(2) SIMPSON LSTA24w/(18) 10d NAILS __ (2)2xHEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
(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
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PER PLAN
oo SEE Q/S4 FOR REQ'D JAMB INFO
OTHERWISE DETAIL CAN BE IGNORED
SIMPSON LS30 W/ (6) 10d x 1
1/2" NAILS AT EACH END TYP.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
FACE OF HEADER/STLIDS
DOUBLE 2X4
ATTACHED W/ (2) 16d TOENAILS AT EACH END
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
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
2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
3 110/
2x CRIPPLES @ 16" O.C. (2)
@END OF HEADER. SEE
2x LATE W/ 12d TOE NAI LS.
2x STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) S I LL P (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 10d TOENAILS AT EACH 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
OPENING NAILED TO STUD
r8
IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 1 Od 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) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2 ON
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT N OT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 W/ (22) 1 Od NAILS
SIMPSON (2) MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"X2 1/4"
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
it
W/ (2) 10d NAILS
<
NAILED TO STUD PACK FLOOR DECK
'XI
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8"o.c.—
AGAINST 2x8
2X8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ WOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM
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 r9
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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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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AS NOTED
SHEET NO.
D2
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
WINDOWBUCKTO
E
OUTSIDE EDG 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
--------- P R CODE
6) TOOLED SEA[ ANT
REQ UIREMENTS
BEAD BRIDGING
)WINDOW",,,
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
STRUCTALA,TH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
"V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 0602 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESISITIVE
BARRIER
TAPE
(A$SEMBLED NNDOW)
HEAD FLASHING TIE-IN INSTRUXTIC
1. Cut, fold up & temporarily secure 1
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and 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 # in each detail that corresponds to the
numbered items in the list Rinstructions below:
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (13" 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
WEATHER
�E BARRIER &
�ARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHIh
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOI,1
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1 " BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
L'" L111UN,'1111j1 I 11IN11
THRESHOLD OF DOOR AND RETU IN
R
UP JAMB 6". USE LIQUID NAIL BRAND
L
OR EQUAL WEATHER PROOF CAL LKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING -
--�4
1 Q
2 SEAL TOPS OF JOISTS
0 UNDER DECKING
0 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
M
20
1'4" PER PLAN
1'-0" PER PLAN
SHOWER SEAT
4
4
4
4
IMM
SELF-ADHEF
fj <
A Z- i
In
SELF -ADHERED FLASHING
OUTSIDE CORNER
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DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS
SLOPE
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
I
(0.6 cm : 30.5 cm) include flashing as described in Section R703.4.
- 3/4"-l"BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
EXTERIOR
NAIL BRAND OR EQUAL WEATHER
PROOF CAULKING A CEIVIT. 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
draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
TH
WIRE LA 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
SUBFLOOR
approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other
approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt
V,
RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
V 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
A A V I A individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
Q accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
Imm substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED ASPHALT ADHESIVE
FLASHING JAMB & HEAD THROUGH SELF -ADHERED
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHING, SEE FLASHING SELF -ADHERED FLASHING
shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
FLANGEDWINDOW
(SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SELF -ADHERED FLASHING, (BEFORE FQLDING, SCORE
RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
ADHESIVE AS SHOWN)
EXTEND A MINIMUM 6" contraction, ASTMCI 28 1, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
4
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
7
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
ism
stucco copings.
<>- 1
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections,
utters.
Water Resistant Barrier 7.7.At built-in q
:LF-ADHERED FLASHING
TCH
HERED FLASHING
1
2
4
5
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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
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB) - - -
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING,'OSB', PLYWOOD, DENSGLASS
---STRUCTURAL FRAMING
---STRUCTURAL SHEATHING
_--STRIP OF SAF
- DRAINAGE PLANE WRB
\,
I �-BOND BREAK WRB
--SF LATH
ERSTOP
A
NUOUS BACKER ROD
LANT
qTITIOUS 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,
011
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
-
Felt backed metal
lathe in accordance
with ASTMC1063
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
'00
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/'�*N WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
uk bottom
ca
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
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020
Flodda Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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SHEET NO.
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February 12, 2021
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PFXWUUCT APPROVAL S'APEC"IFICATION SHEET(2021)
Florida ljoportment of Business & Professional Regulation Patel cr�l
Building Codes and Standards 10=21
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As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prolilide the inibanation and approval numbers on the building components listed below if
Code Fiddry or we al Date ftl Dah.
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they will be utilized on the construction project for which you are applying for a
cot.": 2mlor Do- (800) 843-708 PE.Z409 wii)767-9555
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CategorytSubcategory
Manufacturer
Descripti,on
Product n
Approval Numbe
Test Pressures
Exp. Date
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Quailly Assyrathil Ammoyodfal Apornued for Use lffl Dirsun,
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I . EXTERIOR DOORS
a"# Froolgot MdK hilarberm Name lal 0"clitylil In KYHZ Ol HVHZ Itallstart prasure
I Thermai Filbor-Cial and Smol Nonninsil ft"9;6 &cpm;InVact&cpal Opal M112121 Yes Yes Yes NIA
E 2
Composite Edge Fiberglass efli Dow
A. SWINGING
ThermaTru
Fiber and Smooth -Star (NON -IMPACT)
FL20461.1
+67.,CV -67.0 psf
12/31/2021
80115
2 Sm.,Ah4br opi IM112021 Yes Y06 Yes N/A
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(TYP)
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sk Zdg=- S.
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Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2021
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ThermaTru
Fibrier-Classic and Smooth -Star (IMPACT)
FL20470
+80.,01-80.0 psf
12131/2021
C ubk, lJoervidth or
,�ththul Sidelon, ilrawinwoutswingi kX or OXKO
14 W-Drilling
genfig.nit mn�
4 el. Tharl Nerrin.1 a`4*39,0dWdLknpil Opaq- 1=142021 Yes Yea Y. NtA
Cmnip.dee EdleFibercilb. Sirigto Dom
B. SLIDING
MI Windows and Doors
Series 420
FL1 5332.1 - FL15332.5
+40.0/-40.0 psf
12/31/2024
5, gl� Thi,rnna-Tru 1`10�:,Clasl i3mooth-etaf Norrilrad a&#n.,o &1unt3mm"cucaii0paque 1i Yes Yes Yes NA
Ctmilioshe Edl Ilifli SIntle Poor �Idh
PGT
Series 5570
FL251.9
4/14/2021
Sideflill (In-IrR40-Ing; XO. OX., OXO
katom Ed ge
confliturai
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0
1213112023.
6 f. Tremna-Tfu Fillber-Chossic andSmocthstar Nenninal 88#39,0Aquud;hT0ct" Opa4u& 125112021 Yes Yes Yes NIA
cornposito Edge FIlliorgial Dotilol- Dcorl or
aypimt 3 In front)
with but a dellbas tInswinglouts0hiji XX a OXX0
0011prat Ons)
7 ii-Thwiml Fiber-Oliessic and Smootil Nomin , 8161t#,19�8 &O40tjl qiot OIAZej =112021 Y� Yee Yes NIA,
61ri
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248. 10
+30.,01-33.5
122/3112023
W4
wirpoet. Edge Fitergia" Do.
fIrswinslOut" ing;XOmigurl
Fro Crms Support
D. METAL LOUVERED DRS
Curries 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
0 h. TinvarraTru FlbsrCl she Smooth -Star Nominal 69#3914 Ginned 120112021 Y. Y" Yes NZA
SelRockh0ul �May be cut to W)
Composite Edge Fiberglass Sirl Dow with
Sklollka(v (Ji,swInglOutswirill; XO. OX 0, OXO
Left Braicket'(16 Ga
# 14 Self-DrIling Screvilits1bru Bilacill
0 .rhi SOnwl Norl 08439:8 &q..tArrioncl Oil i2t3112021 yes Y. yet NIA
C-V.!dtb Edg. Rbargla. Double Dow fth or
rhoutStalto, lInswingic"i XX Or OXXO
2. WINDOWS
SackCross Support Into A/C Unit Ocoom Side
1,0 J, Thmnal Fib-Clillowt.rd.Sul Norninel a&439;0 olacel 12,3112021 Yes Y- Y. NIA,
L _l Edge Z,641%
Z
(T �Plcalltlioach ilde for hurricane use)
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL1 7499.2
+60.ro/ -6�0. 0 psf
10/8/2023,
(Irawthgloutl corilauratfil
INSTALLATION INFOHMAIJON
11 11. Theri Fitor-Classe and Smooth-6har hadnal 86".0AquotIrripachi.,quot olazecl iMV02i Yes Y4,5; yes WA
Ca%,osfto Edge Door VRh
XO, OXO
PGT
Series 5500
FI 939�2
NIA
7/30/2025
el
Sli (I-Ing�O.t-InQ: OX.
donfiguriltiM ,
12 L Tlr�'rru F-m-0.0.-d Smocal NomfintillO 12131no2i Yes Yes vas NIA
Commits, Edg.'FlItim%�0% ZDble Do-10th or
,,About sic,16. In. l.w. XA Or OXXO
B. HORIZONTAL SLIDER
MI Windows and Doors
S eries 188
FL15351.1
+55.0/-55.0 psf
2/16/2024
C. FIXED
MI Windows and Doors
Series 185
FL1 5349.1
+60.0/-60.0 pisf
4/3/2M3
_fqation.)
13 m.Meal Fib-Clasgic.nd Sinneth-Si Nl 6':8 "Jmpad&qutOpaq IM1f2021 Y_ Y.. Y_ WX
Z
Comil Edge FlItarsda. Single Worwith
PGT
S eries, 5520
FL243.5
N/A
4/30/2025
acroatiNwilml
(" ., h g . X, t w. 0- X( �Q' 0 On % U. t 10 n 6)
14 11ho-q-T. Fillb-clessi.-dSmooth-Sair N-eno 6laiKal i=InUdll Yes Yes Yes WA
qt'h"
D. MULLION
MI Windows and Doors
S efles 5764
FL1 5353.2
N/A
12/31/2024
Florida Department of Bul professional Reguill Flag. 1 wl
Cumpeade Edge Double Dow
�.bLNwImp&q&qdot Sidellms, 0nwAnWOutWw
Building Cochal and Standards
OXKO conflawlation)
15 .."In.arne-Ti. Nominal e&"@;O Ativadmiliacl Opaque lZe'larpi Yen Yes Yes NIA
Cori he go g agivOom.1th
PGT
Series 5500
FL261.1
N/A
5/26/2026
Product Approval Application Detall
8lqU
(h,Wng1OutswI.g;X0,OXmOXOe.JI9 rodon.)
18 p.Tha-T.Ffl:ar-CI.,I..rdSrl lOrrinal 8&1M.o &,Vt;jnnP..t&ql Op... 12J31)2021 Yes Y. Yes WAL
convoh. Edge Double Dow
E. OTHE R
Code rimily Of ma, we Date Poinding cl
TVPA vorofill marulufaeure, Eradnam & U.n. Validated ft vadeRt.d Submitted FlilicApi Aprarmil. status
Attinin.tica '2020 Smadit, Vent Products, Inc. MiqlasnoiGnat" Herman; F. Nonerc. P.E. Locke Bowden RE- 12rial 12tf&M2D 12P2&2020 Approuad
Hill with
&q-.I;Nwrimp.44.qat Vidalia. Onswing,40lutal
ql condkionill
�17 q_'Mbam. O-Tru Fibbi-Claaso and Sur0oolln-Slar Moral 6&*39,gA�ubf.14m-lrnpact&wctOpaque IM112021 Yl Yes No WA
Composite Edge Fituarglass Single Dow
3. PANEL WALL
Cabollody:81irm"AdOomponilrds (117�) 141-a3B6 PE-73778 (3341300-1800
(Inswinglout"IRII.,?(corilgidial
ass
Iliubpartorrol Piwivill Intpoduced Rl
Nal Towurl
-------
-Claeol-rul S. -St.,
18 r. Tharri Ill -th Hol siall Opaque iM112G21 Yea Yea Ne WA
C,,,ol Edg.Fflb.0.1,SI.gfi.O-r.dh
A. SIDING
N/A
12131/2023
Comph'i Methodl� E�aluation Rol from a
Fl veradArthfil ore I-lowlaod Florida
James Hardie Building Prod.
Cern plank Lap Siding and HardiePlank Lap Siding
FL13192.1-FL13192.2
81dolite(�)(InswljV6ut�Ving:XD.OXwOXO
configurations)
'Y-
proreaelli
19 5. Therms-Tru Filber-Claul and Sni-th-Sair ocirdied IZI3112021 No WA
B. SOFFITS
Alside
Solid and Vented Soffit
FL1 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2021
Carl Eta Fib,,gla" Double D-wth or
witti e4k. flhS%qnWOutsw1ng:X� a OXXO
Widely Asnaurance AbDrndforUse ApprodforUsa, IMINki Amw
S Firnatualffill ill,ndiar-INg- PrOduct 0 ... lot],, Contract Erurml 0,10 Iri HIM Outside 1,h*IZ Real pressi
p%ftgurationot
20 1. Tbema).Tnu FtherClassic and Smooth,8bill' Norri,no 8&038.'0 Opaque 1W3112021 Y. Yes No NIA
C-loodt., Edge Fiburg...sirl Dom
'
C. OTHER
I innal Mode � #1540-510 DWI ftnol F . and Ventilation Vent 1213 n020 Yea Y MIA �10DAICO
2 S.MtVant Mod, #1840,511 DWI Function F=d'snd Verbil Vert 1 213 ni Y.. Yea NAA
ilrawinaput-Ing . I Xbonjiluredmili
21 u- The-Tril Fibi and Smooth-Sthir Neninat 8Ƈ.0 "tlon-Imill,cilliquol; Opaque IM1121021 Yes Y. No WA
3 SmartVart Model #1540-520 tied Flood Val I w1f2 0 Yea Y_ NIA �10D,1100
ln
smartVant M
4 ods 91540421 nsuall Flood Vent I 7J3 1 f1020 Y Y- NSA .10)"Go
Sidedithan) fl-MroDulrafing; XO, Mail- OKO
5 Sml Mod 1 #1540424 1E&q..tG.rl O.OrFoodVarit 12/31/2 20 Yes Yom N$A N/A
a SmanVartM.da!#154 570 WwJ Wall Inl Flood Vent 1 213 1 nD20 Yen Y- NIA .1001.100
22 Y.Thorma,-Tru Flom,,cassloatidStwall Opaque 1w,1=1 Yes Yes NO MAL
ocirm."! a Edge Rhircii Doubt* )WwRil or
4. ROOFING PRODUCTS
7 amervent Made 01540L.574 14 51luquot; Giina go Dom FloOd Vent 1213t/2020 Y., Yes, 14AA NIA
With Out Sidellbas (Ins�drtlllOul AX or OXXO
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
configual
23 Thearl Fdbw-Cl.-IO and Sm-11,Shl, Ne-111-1 09439;el &W.LN-4ni, atl Gered 1=112021 Yea Y_ No NIA
Coringlanifte Ill Rhergi.. Sh.gl. Dom
configuration)
14 Th.rarl Fliter-dool and'Ondool Nerl &'.8 ZqadNbft-IrNp.,e&q..l 01-6 123112021 Y" 'Yes, NO WA
corrinculto Gdg; ribierglass, 9
B. UNDERLAYMENTS
Tamko
151b Felt UnderlayMent
FL12328
N/A
10/18/2021
Florida Department of Business Professional Regullation page 1W 1
a m0e.Doorwith
Sidedws) (Inmr000lutineing; XO. Ol OX0
C. ROOFING FASTENERS
NOTUSED
Building Codas and Standards rt4tA21
comfourations)
26 y. Thermal-Tru F11>w-Clill and eunoodl Nonanal I1P#39,8 "OrNopi-Impeal Olal iMI12021 Yes Yes No WA
Own site Edge Fl D.ullt Doorwith Or
D. ROOF VENTLATORS
Thompson Arch Metal Corn p.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Product Approval Application Dotal]
,.,Ahzt Sl�.Idta� (Ine.kInWOl X�k or OXXO
configurations)
26 z. Therml Fiber-Cla"l and Enholah-Sev Ncdnal $8#39.0'8oNoLNcn-Imp=&ciuoI; Glazed 12alr2021 Yes Yes No WA
CanpoelteEdg
Flodda Metal Products, Inc
Vent RV10
FL21W,0.3
N/A
12131/2024
Ol Shifity or Ilarhil 090
Tvil vI_ lifimulacturair Contalot Erfill & licane. Vffdw By Widall submitted FEC, Alibi Approve at-i
27 Za. ThomW-TrU Ftbilrr�Classlcaud."hl Karl 89#39:0 . othlon-IMPRO&ql 0142ad 1.MIR021 Y. Yes No Nlp�
Lomanco, Inc
DA4 Exahust Vent
FL17202A
+97�51 -97.5 psf
12/10/2025
Rl 2OW Drexel Mal Inot Jel ShUmere �Zftqhdatry R. Pflea Locke Bowdon RE, aft(Iti OUSQ020 0012(W2020 IW13=20 Apmcl
Frooling fl!102,=�Jall PE-74021 300-1 Zoo
Comp.ale Edge Fiberglass S1006 Do. With
ad.11tea) q;XO.OXwOX0
category: (M4)
"Clabegoinn. Well Rowing
C.wu.-. llmhod, &.I, Report fihm, 4
-filInnationed,
28 b. Th-4. Fib.,4M.oalill Srnnotl�salr Norl 89#30:0 8.qum;NdnIl &quc(:Olued 12131)7021 Yes Yes No WA
Qwnposi Eck as F1bwg1 Double Dow with or
E. ROOFING T11 ES
Boral Tile
Villa 900
FI_7849�27 FL7849.28
N/A
-
12131/YO25
R.M. Registered Al i are Licensed Rollo,
P-1-sion.) Eagres,
Boral Tile
Saxony 900
FL7849.16 F L784 9.20
N/A
12/31/2025
WN�
DMC 10ONS, DMC 15OSS, DMC 175S, DMC
Ancir,"d1orUs Approvedfal-Vial impact Deal
-0 Pri Modd. rildrall or Nay" Produd Describlory Conlither iiiihilifiradlon Dabo In 14VHZ outild, HYM Resistant Pressure,
I Dr1 Metal Rtl Sptma, DMC I DDNS� DMC 15088, 13MC 1155, DMC 2005, 1MV2025 Y" Me NIA -01-189
DIM05V
F. METAL ROOF
Drexel Metals, Inc.
200S, DMC 5V
FL17679.1
+0/-180
12131/2025
5. SHUTTERS
Florida Departiment of Business & Professional Regulation Panel o(3
n
Florida Department of Busi oss Professional Regulation page i 2
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL1 5076.1 - F Ll 5076.2
N/A
12131/2021
Building Codes and Standards IW21021
. Or
Huilding Codes and Standards i 0=21
All American Shutters & Glass
Galvanized Steel Storm Panels
FL1 7869.1
N/A
12/31/2021
Product
Approval Application Cietall
Product Approval Applic al Detail
lig ii
Code Entity o Data Data Data bell Dole
lyge Version Mannufacturer "'n"' fi-Inow & I-Irom vaodat.d 8, Vallial Swaittod EEC Ann.,.[ Abbbro-d $tat..
Ili:! i u
Entil "t Data Iland,
6. STRUCTURAL
Fil,valka, 2020 Itimms-Tru Corporation Sl Joil Lyndon F. SC[l P.E. Ryon J, Il P.E. DT/2312020 0711?J2020 Gi 11 Appr-d
Catilig-i Extd., D- (a00) 843-7626 PE-43405 lici3p767-65,56
T Va.,-- Norrufal I laffidallad M validated Subalittect FBC Awri Approw MaL
P.0
ReAi 2M Thorrae-TruConrionatkin ateva Jap.,.Pn I-rd. F.Shral Ill Rl J lGri 10M=02) 07112n020 07PW020 IOM312020 Approoed
codogl Rico. D (zoo) 043771Z4 PE-Q4D9 (al 3) 7ST16515 5
COMPONENTS
5.1,Ciabogi S.Irl twor Dow Asomi
Conniption.. Method: ruill-ftr Raped from. an
SLAnCilimpory: SWingl= Due, Asaami Shisperson.Ctherril
coal - '14tithilid: Report hem. in
A WOOD CONNECTORS/
USP Structural Conn.
see chart
FlondaRal eredArchutoot Or a Licensed Florida
Profecatnelidnillneor
11crid.""gatafeclArchilectme Uil Florid.
Re
Prfasaiwal El
Simpson Strong -Tie
see c hart
QualftV Assurance Approved for Use Approved tat Vale Impact Postal
San 9 or Nam Prodluset Desedrilk, col 0,01ratim, Data In HYRZ Outside HW lit"Ist.st prusure
ANCHORS
Anal yod but Use Ini Daniel
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
NIA
12/31/2024
,r.="NudbIr
1 ilb-Ce.aic.ind Shnoel Nerl 6'8 4q.u*I.p%d&q..tL Opaque 120,2021 No Y_ yab NA
Col Fberdeas
Ban" Plod product Doswidi 111111k. in Outside NvNZ R.,ndanit Prainium
t a. Therme-Tru Fiber-011 arid Smouth,81ar 8�quaNw-InjpacI8.,quw:Opaql
Neurons! 6&4l 1MI12021 NO Yes NA
Edge Single Dom
dflawng60utsl X coaftufaltol
2 Th..O-T,. Flit-Quealc
. No
control Edge Fib".. Sh& Door
Qns,.Ong/Outswing; X
It. and Sirnooth-51l Nominal S&ft39;B &qu.I;mpbct&qu.1L Orl 12J31 rM21 No Yea Yes WA
Comptaide Edg. Fitmilli Single Dow .1fin
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FI 2197.5
N/A
6/30/2021
Sidelfti I drew IngiOutsoing! XO. OX or OXO
configuration )
I n. Therni Flb-Cla5sla andSmoothi �_ina]6'8&qucttmpct&quat:Dpewn 12�31 a0211 No Y. ye, WA
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board'. LVL, PSL, LSL
FL6527.1 - FL6521.5
N/A
3/31/2021
composite Edge Fibmul... Double Do. -.In �
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL1 5& 1
N/A
5121/2022
wilthoct Sii fln-Ing(Cutol XX or OXXO
Owlig.r.tions)
4 d. Thernna-llu Fillier-Classic and Smooth -Star Norninal 8&1 Atu&,Irnipactl Opaque 12/31 =1 No Yes Yes WA
Coinposita Edge liborglins Single Dow
(lning,0ute,,4'g: X bonflisuotion)
Commercial Concrete Products, Inc.
High Strength Concrete Untels
FL1774
N/A
5/2512024
5 Th,no-Tru Fiber-Clas5ic and SmOoth-Slar Norl 8'0 &qcl;I.p2bl Opaque 12n11MI No yes Yes WA
C,oinipal Edge Fiberglass Single Dom with
Sil Onswing/Outswim XO. OX or OXO
configuration')
6 f Thmirral Mal and S...th-Shlir Nominal Uli dquoij.pall Opaque 12131 n0211 No Yes Yes N/A
Composite Edge FlIberill... Double Dom with or
wilhmt SIderld' iin"ingroutswing XX w OXXO
conligiurall
Florida Departirrient of Business Professional Regulation &2
7 g.rhaTru HlbarC4�tbaund Smooth -Star hill SM9;5 Glaead 12t3lr102I No ya� yes NIA
Composite Edge Merge. Sh* Dow
i
f
Building Codes and Sta ndards IrAO21
(I.-Millout-Ing; X.-figr.H.1
8 h. ThTru FIhC:a.Ird1 Suncoch-Sti NmInal 64039 tl Glaaad 1261 n021 No Yes Yes NfA
Cornpoulte Eall Flit.l Single Dow with
�B&Q=Imp
The products listed below did not demonstrate product appmval at plan review. I understand that at the time of inspection of these products, the following information must be
Product Approval Application Detail
co
>
0
Cold. Data Reni
note
SiWhta(�) (In_ Inglouni XO. OX or OXO
bonfig.r.tion.)
9 L Thamne-Tril FLOr-Cloade and Smooth -Star Nominal 6':8 iiriuniti.pcMquel Gle..dl 1213if262I No Yes, Yea NfA
Composite Edge Fiberglass Double Dow with or
available to the inspector on the jobsite; 1) copy of the product approval, 2)
'Ithwt Sideltes (Inswing(Outowling: )V or cl
enftguraflwls�
T". varol Manuralpturer carg-Ol A 1.1condso validated Ek Submitted Fat Alab,l Aluturenve
'to
R.,nmon 2020 M1 VVInd and Doas 2tsditfirl Luis Robe Lomas Sl M. Unch, PE 10,013=211 10106�2020 tall 1 ?J1 5M 20 Approed
Cadericul Ell Dome (T17) Ill C7173317-6454
S.Illcat. q.T. adding Exterior Dow Ale.emble.
QualltyAssurance Ancroyed for Use Ardarovedforthiti IGM91 call
,San A Name Product vasuirlotion in Hl Outside R.l raa.-
I
COMPIlarnue hiathod. ri Report tora a
Florida Regillabs,;d, Arhiloo, ore Uemr-d Florida
En er
12 and Snaothi Nwil &Wtlrtve�quat: Glased 12131=1 N. Y.a Yes N/A
Cd.pill EdgeTtergia. Double 341, or
- - - - - - .... .
Arbur .. dWUS, Anno-odfrU, banal coll
WHI XX crOXXO
.onfilip6n.tion.)
San# Product rowerinflon a in Daniel WHZ R.si Pnonsaur,
I SERIES 42QALUMINU M SOD SERIES 420 ALU MINUM SOD OXO M-112624 No, Y. No N�A
145-3j4&quol;x80&.ql NON -REINFORCED
0
2 SERIES 420ALUMINUM SOD SERIES 42a ALUMINUM SOD OX XO, XX 17J31�024 No Y. No WA
S.-
96&qud;x8G&qubt NON -REINFORCED
3 SERIES 420ALLJMINUM SOD REINFORCED SERIES 420 ALUMINUM Soo REINFORCED OX0 12r3lf2BZ4 No yes WA
No
4 SERIES 420ALUMNUM SOD REINFORCED ERIE.11IJ 1.1'1'�SQD REINFORCED OK IZ311/2024 rho yes No NIA
n
SERIES 420ALUMINUM6OD REINFORCEDXXX
5 SERIES 420ALUMINUM Si REINFORCED 1M112024 No Yes No WA
(D
143":%9l
------------- ----- - ----------- ------ ---
APPLICANT SIGNATURE DATE
- - --------- ---------
al
-------
Florida Department of Business, Profeesional Regulation Page 1 a I
alicling Codes and Standards 1=021
. ...... ------- ------- -- ------ - --- - --- -------- --- . ......
Florida Dapatitmord of Business Professional Rogidation pall i ef2
Building CodeS Standards
and 102D21
0-
Product Approval Appillicadon Detail
Z
Product Approval Application Detail
IiI ijilig; i,iiiiiiiiiiiiiiiiiiikilillilirm iiiil�j in
NNW
C-0 Wily o ome Oat, lboudinei Will
Version 114antitaclohir contact I a ulcorl Va0kraled BV validated *Lftl F5C Abloaj AIDWO. OWNS
=:L.
QUM Entity pr Dials, onto Poneina
TYD& version flunifiallerl cl Birdri & Lltl Validated BY validated Sulliminnid Fli Approval Approy
Revision 2020 PGTIrduakles Jons Rcual BC00 CER Ml�Dade scoo - VAL 1-114SM20 1 >ril=20 11124tN20 Alill
catl E41arior D.- (941)41tii (786) 315-2S90
Ravaletri 2D20 W.Yro-Di . d1lill of Oh..d Door D"ontnia Karl John E, Scoles, Jefirray P. A.-O. P.E. JDM2rA20 Willi 10123n02O 1WI512020 Aopr"d
LU
SubCall Sliding E.Inal Assambille
Corporation (33D) 793-8121 PE-61737 (W4) 821-Sii!00
Call. R�al D- dkorrisf*wjyne�daftonc
Courl U.0i Certification Marh or Usting
SubCatl Sectional Exterior 0-1 Als-rhildhas
corriplienbarmati Evaluation, Report from a
reclAtchlbeetoraLficanSedill
professional Engineer
Quality Asoul Amoved for use Aggroll for use ftow oltdon
bar Or No- product D .. Dill Curl E�oll Date In, HVHZ Outtlels HVRZ R,slodual
VNSfid'iaLGI- Do. 04114M21 Yes
till sato yes Yea NIA
41�
S"R Modal. Nunbeil Name, Pnodi Description, Acau-0fia-Uss; Impact Damon
In HVH outside H Resistant Prionatire
_j
3 W(1200#1105 S&M; Mo. width. 14&439, M. helight. Ql"rg 1V3l=3 No Yes Yes
mallibil to
10 164*39: Meg I'A'1'11h'� 11%Z.'M:Vhb`1nht, 3101 121=2023 No yes Yes �0.00,'53.50
tvallable,in top w)AInmi section.
SHEET NO.
PA 1.0
G., 14,
Florida 09partrrent of Business &Pfofessiprilal Regulation
Sulldllrb4Codis and Standards
Product Approval Application Detail
9�10 rwittr cir
Pails I orl
jqWl
=0 De"s P" penong fte,
Code
Florida Department of Business & Pr4essiongil Regulation
Ibulldln�ciidss and Standards
Ptodact Appromel Application Detail
anfity
we we tronorpendbilm
92L.
PO 1 f,2
Floeldo Dapartillent of business & Pirofessianal Re ulat
q ton
Bulldln6 06d6sand.Starndards
product: ApprbVW Aliplication'Dotall
of
14#21
IN=
U. 9�4tkndjbnej Mile
JiRi !N4k labaoularojone cel-t fiilribr�,_,A Uok Veffididd8hi
validate 8Lbonittod FRO ArkimM Aubberie Afti
Contest & Lloigne yAbdaigg! By
V311thatold ri*miw 58CAomerwal
fidenerw4d
allet-
morkiin whanutakwiar
Cwt 2nalinwor-6 1.164n9b Volidded W Vailda(ed amalmd
FQC A00TOVal Ainki
Statu.
Tiras
SheM.i.ri '2m Curries 310sion of AAQG. Im, Tom Raw UL LLC 7ro Bishop, P.E.
12MV2029 12,UI/2= '121214102Q APOInJod
Reivialon Me MI VV!ibd�eeid b6ore,
grert �qffrnler kn6ioini Aielftetarrei stiefi w union, PE
1MMD20 I i M 701-20
1'11271iox
Njore&rod
Alffirmadlor, 4,20 PGTIndotirbeo
mletrill'NoI4 ECCO - CFR MI-1-0.d, 9=0 - VAL i w$r2ox) lloqozo
1111Q�Ozo
Appr�d
RO... 2029 MI WlirdmP hod Unniril
oxogair Everbor'Dilore (954)S�7-68 0
M7)365.3�40 M11�1ters Asiswaron 4717017-S4�4
ciewpw wrrd�-qs
�941148&0100'
catergay: windo-
sliaoidiagibiln 6bPol�r beer Components ternilaftello—biw.s.
6o4iiet1w. 6140 Hung
terbingelgrniend..M
Slld�
VthW. CMdeii.P heerk e, Lib.9
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Florida Department of Business & Pmfessiorial Regulation
page 164`1
Florida Department of Business & Professional ReqhAlation
P_ I orl
Flo ricla Department of Business S Profmfonal, Regulation,
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115,12621
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FL#n58-RT FL#40446-116 F 11 HU$,. HUSC series hangers Face-mourithgingiers available inwidths,ranging from w,��
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JW. PrAductModel, NULInbarorName Product D 'At Product Model, NumkKdr Name Product Doscdgki2a version (I-IJISClavailablia for models having width equalto or 0
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,I Titan $Uinlsss Steel Concrete a MasonrySprew (TTN-S 1/4" diameter TALn latafirle$S�stael Masonry screw .1 A21.A��,A3aA�4,*3 'L ' 'a L greaterthiary 3-9116",
5, A44 Angles I ETI BtB� 5TH hok Ties 0 L_
.2 APA2i, APA4,,APAO.APVA21. APVA4, APVA8 Outdoor Accents Angles 2 CM$1712, CM6T14 CMSTdi 8 ZoIlled ttrap 12 IUS series hangers Face -mount hangers available In widths ranging from IMV'to CL C -0
APB44'. AIPB4411� APVBOO� AP06OR, APB88, APB88R, APEA 010, AOBI OlaR'L APVB44, Outdoor Accents Post Bases t C51 4, CSI 6, cs�i �. Qsw,,0822 Coiled Straps 5iff" and heights ranging from 9-1/4" to 161; 0 LL.
APVEA,4R,,APVBbO,, APVB(i6R, AP�B% AP�B85R,APLV81 010, APVBI'01 OR 4 CSHPi6_CSkP2cf Coiled Straps 13 LGUS.25-SDS. _GU5,ZC,-SDS Face�rnount hangers 0
4 APDJT��4, APDJT2R-4, APDJT2-6,,APDiT2R-O, kPVDJT2-4, APVDJT2R4, APVE)JT2.e, Outdoor Accents Deck Joist Ties 6 CTS�I 81 CompressiodiTensionStrap 14 LU24, LU26, LWS, LU210 Face -mount hangers b >
19g_# Piroduct Modal, Number or'Name, product Oaa6dbilon APVDJT2R-8, 0 DSP, 8SP% TSP Stud to Plat. Via 15 11-1.1667, LUC210Z� Face-moiint Halloirs 0
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I SDIO112DBB MtdoorAccents Comiactw,Sorew 5 APHH46, APHHZ6R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 Hl� H10A, H2.5A, H3 HO, 117Z� H161,068j HIO-2, H16-25, Hurricane Ties IS LUS series hangers Face-mounthaingersavallablein width jangingfromi-9/16"toill- U) (3) L_
2� 601011,1. 8DJO212 15 API-4, APL6, LAPT41 APT15, APVL4j APVL6, APVT4 APVT8 Outdoor Accerits L and T Searn-to-Column Ties 8 HGT-,2,,HGT�5, HqT-� Hea�iy Girder Tiedown 5/8" and heights ranging from 3Pth 10-1,5K6, U) CU CL
Strong�Drlv.aSD (�onne�itor Screw
S $D91 128$, Z00212SS S1rohg-Drjv6,SD Connector Ss Screw 7 APLH24, APLH24R; APLH26, APLH26R"APLH2I Qi APLH21 OR OqtdoclrAooentI§�L[qht Hang" 9 1`1624 Hurricane Tie: 17 MQU$V�SD$, MGQ5.2&SQ$4 MQU5,60-SD�5, MQU5,62-SO5, MGUl7XQ-SDS Faoe�rrount hanigals Co -I.-a CDL
S -224$,4,SbCF22-512,_. SDCP22614, SDCF22700, SDCF,22a51&\SDCF2210K ftoh9,DriVaSDPP Timber-Cl' Screw 8 HVILZ BfitK Veneer Ledger Connector 10 HSS2-SDS1.5. HS82�2�SIMI ASS2-3�SDS3�,HSS4-SDS3 Hea�vy Stud Shoo 18 MIU, Series, hIangers Face -mount hangers available in Widths�ranginp from to 5-
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$DCF221134, $DcF2zJ za4, sacF27195O,. SE)CF2 CaT,2Z: CBT4Z Concealed Beim Ties 11 HST2. HST3, HST8, HOT6 Straight Straps Iff" afrd heights ranging t_tQrn 6-'15116" to,19-1/Z'.
5. SDCP22434, SDCP2251,24 SDCP22014�, SDCn2700� SECP2?8�8,, SDQPM91 Z -DLriv0,9IJCPTImbot7CP Screw 10 CJ3Z,.CJT4Z_CJT5Z, CJT6Z Concealed Joist Ties 12 HTSK HT$20,. HTS, 4� HTS2$�, HTM. HIS300 Haa4y Twist Str9p 19 MUS26z MU,5Z6 Faciiammount hangers
SDCP22110QSDCP2211a4, SDCP271400 2
11 DOT14 Dei:* Joist TL- 13 HTSQI QKTZ� HTS.QMKTZ HeOV Twist Strap 20 SUR,,"SUL, SURC SULC series hangars SRewgil f4ce-mourif hangersja�ailablialn widths ranging Corn I -
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�O SDHR2740Q SDHR27614, 81)HR$'40'. SDHR31r614 51on9-DrivoSDHR Cqmho-Haa� Screw 12 PS Dry,well Stop 14 LFTA Light Floor Tio Anchor 9116'tc) and heights ranging from 3-1116'to 13-314".
82U00 f541,2 -Drive:SGS vy-DutyConnectbr Screw 13 FC-4,FC0 Frarrin CI 15 LSTAR 1-45TA12, I-STAIS, LSTAI8, LSTA�11, L$TA24,,LSTA-_�10, LSTA36, Straight Stra s Concealed Can gel Version (SURC, SUCCY available f6r alldfoubio
7 SDS251 12. 90825134, SO Strong Had
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S255 60 S2 14 FWAW Fovrydatloh Wall Angles JqL LIST141g, LST]17� SlraigilitSitapg 9)� and 4Xmodols; piry:ebute fangisis concoated,
8 Spk5i i,2SO� SD§25290SS� 81),S25212SS; SDS25300S.S: SDS26�1 �SS Sir ng-prive PIPS, Heavy-DulyCr;nneGtcr SS Screw 15 All _ss Ole
P G GA2 Gu at Angles 17 LT820, LTB40 13fidgli% 21 IJ series haqqen�� Face-moqnt hangers avoila in widths ranging from 1-9116" to
9 $DVVF271 q, 91D.VVI'MO, SbWFV24, SDWF27�6, $DWF2-(30 Sirong-P;]vp.S0WF F loormto-Floor Screw 16 H�A, 112.�5T, H8, H10A.2, Hi.0S, H14, HGA10 HurricanoTles, 18, 1-TS12, LTSIO, LTSI�,, LTS20 Lght7wist Str�ap Wand heights ranging from �-5/8" to
17 HCJTZ Heavy Concealed Joist Tie 10 MGT MediviriGirderTieclown
18 HH4, HHe Header Hangers 20 WT27.M:ST�7, MST46. M$1`60, fyl[ST7� Straight8traps
Ig KBSIZ Knee-Btace Stabilizer 21 MSTA14, MSTA12. MSTMEi, MgTA�8,, MgTA21, MSTA�4j MSTA�dj MqTA36 MSTA49 Stra!9 Lht Straps FL*10661-96
�0 L30, WO, LT� LO Angles. 12 MSTQ1& MSTCZIO� MSTC6Z' MSTC66 MSTC71 Stra- nt $traps
Product Mattel, Nu m ber,or Na Product Description 21 LCE4 Post Cap �S MSTC4�M, MsTaegs Pre -Sent Straps Sea4 ProductMod , a[, N um bar or� Nam Product DescddLk
ATR31'5, ATRin, ATR618, Threaded Rods 22 LS�6, L550, LS70, LW SkembleAngles 24 MST12e, MST136, MSTt48, M8TI60, M8TI72 Straight Straps I EA Farm hangers TopflargIa hangers available in widths rangingLiforr 1,9118" to 7-
2, Atum; ATuosz, ATucib, ATUoq-�, ATU044, ATUD1 4, ATUD14-2 Aluminum Take-Up.Device 25 Lstz Adjustable 8teir Stringer Connector 25 MTS1`2, M7818, MTS18, MTS26, MTS2.40, MTS30, MTS�_%Ot lylediumTwistS , trap 118" and heights ranging from 7-IM!'Ic. 59'.
2$ CICA��,C_i2i 4r
, _A2X12_IL2� Bridgi
EPW8-2, BPI12� BPI�ZS7 BIPS/8-2. BP6�12-3, 1311?514� SM/4-3, SPRTUIJ34 Bearing Plates 24 LM261.Zi L65,12614Z, LS$J28LZ, LSW28RZ, LSSJ21OLZ, L$SJ21 ORZ field Adjustable Jack Hanger NcA2xe-i)O, NcAzac-ir:� NcA2xt�io 19 2 DGBF safies hangars Top flange hangers available in widths ranging from 3-&ato,T-
4, CNW116, CNWfa CNVM8, CNW.3�4, CNW5/6-1/2,,0NWW4-5J8, 'Coupler Nuts 2r� LSSR1.81, LSSR21, LSSR2.37, LSSIR2L56, LSSP..2'1022, LSSR410 Field Adluatable S16peabtelSkeAeble Hangar 27' RCWSIZ RCW914 VV611 arading 1 /8" and heights ran ging from RAX'lo,,24".
Coupling Takp�Up'Device Repair Plate Wag Top fldng6 hargiereAvallabls in widths ranging from 1-1 12'to 3-
CTUM, C�TUDSB, CTUD.W. CTUOM, CTQDZ6j CTUD77, OTU,087. CTUID$8JCTU0P7, 26, LTP4,LTP5 Tis Plates 26 RP$Ia. RP=, RP.$2$ �3, DGF series hangars,
Q.TUD96,.CTUQ99 27 ML23Z, ML24Z� ML262, ML28Zt ML2IGZ Angles 29 RSP4 Swd 10,13late Connector 5JS" and, heightaLreogift 9 from 7-114" to 24".
,e NZI, N4, N5,, NO Heavy Hiaxljuts 25 MMH8 Roof-Flia-Down �O ;�Pl. SP2, ��,P4j SKSPS Stud Plate Tie 4 DGHFWas; hangars Top flange liprigers available in width$ ranging from 1 -�IX46, 3-
7 RTLJq5c, RTUPM, RTQP4, RTIUDilEi� RTUD5., RTUDJ8,,RTUD7., RTUQ6 Ratchiefing Take_�lpiDevoa: 29 MMHC, Hwigeq Root Connector 31 5PH4, SPHIS, 5PHaL Hadvy.Stud Plate Tid 518" and heights,ranglPQ fram 9-11W'to 24'.
8 TUD9�. TUD1 0 Take -Up Device 30 MML626, MMLU26�2. MMLU28, MMLU28-2, MMLU210, MMLVI211, MMLUI:,59, MMLU1311 Face -Mount Hangers $2 $S,,S� SS2.§1 SS3, SS4.5 Stud Shoo E.05, EG7, EG9 series hanprs Top flange hangers available in wq1ths ranging from 5.1 X" to S.
9 TUVV38 Take -Up Washer RBC RBCF` T2
51 RoofBoundary Pips 33 STB,STIZSTIB,,ST22,,ST29ZS.T2122�,ST2115.S 215,ST6215,STO224��,STI!iM6 SITtightstraps 718" and heights ranglnghom 1 1"to 32�IJZ
10 URS�3, �f�" Uplift Rod Ru n TiedavAn System 32 RST�3 Rpoffia-Qown 34 TP20, TE327, TB30, TB36, TB42, TR48� TB,54j T856 TB81) Tension Brid Ing S EGQ sense hen ars Topflangiahongorsavail0blain widthsianging from 3,518`1167-
11 UR$4 112",Uplift Pod Run TledoWn System 33 RTC227, RTC42_ RT02Z, RTC44 RIgM Tie Connectors 35 TW840, T.WSIZ, TWB,14 Well BraC�ln 114" and heights ranging from 11 AIX' tc)M".
12 URS6, 15M" Uplift Rod Rim Tiadown, System 34 STC� STQT. OTC� HTC4 Tiruss,,Clips S& VGT, VGTR,,YGTL Variable PitphGirder Tledown 7 GLSsiaries hangers SaddWirangetse X'to 6-70'
vailable zn,vAdths ranging from Z
13 IURSO 314"�U plft Rod Run Tledlown System 35 TJQ57, TJO57 TrussiackPipa 37 W�143C Wall Bracing and heights ranging fro m 8 1 12. to 2&!_
Z2, Z4, Z-44 Panel Stiffener Clips Z, GLTV series hangers Top Flange hangers available in widths ranging from 3-1 4'to T-
118" and heights ranging from 11 ` io,3'2". j
FL*tO441-K6 FL#1 0631-RO 9 HS serleshanger.- Topflange hangers available in widths ranging from 1-91TV) to 7-
FL#10447- 112" and 4ights ranging from 8" to 30r'.
Alt" Orod udt M6dol. N urn ber dr Nii PrOdijidt 04s0rilption Product fill NUM bar or Nam :Pmauct Desoribtion 10 HGLS series hangers Saddle hang�iatsavailable in iiildths ranging from 5-ilO to
I r)TT2 Hold-dowri Sect * Product Model, Num bar or� Nam Product Description I CBH2.37x5.8,C8H2,37x7,631 0814�.374.75 Concealed hangers and heights rainging from 10-117'to 28"_
Z HOCID14, HOCIO�22 Hold-down I AHEP Adjustable 2 IYU, DHIU, DH UTF series hangers Face -mount (DU, 0HUY'and tiopi-ffarige (DH UTF) hangars 11 HGLT series hangers Topf4rige,hangers evailable-in widths ranging from 3-114'to 8-
�3 H008i HHDQI;l. HHD014 Hold7down 2 DSC2R-SOS3. 1)SC2L-'SDt3, DSC5PtSDS3, DSC5L-8DSS Dreg StrutCotinectiors avallarblelr 6 widths ranging from I -9/1Wto and heights 718" and freights ranging from 7-,IiZ�116 n'.
4 HDUZ HDIJ4, HDU5, HOUi$, HDU11, HDU14 HOld-down 08a Gable Brace Conneqtor ranging from 9'11 12 HOMserieshangeis Topflange hangers available-Inwdths ranging from .3-114'to 7-
5, HPA25, HPA35 Strso�stylo purin anchor 4 HQP1,81, HCP2 HCP4 Hip Cornet Plate .3 HGU�3163-SDS; HGU5,,25-SQS, HGU5�50-80S, HOU5.62-KiS, HQU7,00-SDS. HGiU7:26- Faca-mounthiariparsi 118" and heliphis ranging from 14'to,37'.
6 LSTHD8, LSTHD8RJ Strap-sity(o hold-down 5 HHRG2�2� HFIRC4,2, HHRC,42--2. HHRQ411.81, HHR.C44, HHRCS.2=.25. HHRC5.37/312, Heavy Wo to Ridge 00nnectora Sp$, HGU9.0O_SDS 13 HIT series hargers Top flange hangers av'�ilable in wicift r2ngihg from 2-5116'to 3-
7 MASA, MASAP Foundation arlichdr straipe HHRC66 4 HGUS series hangers Face-moUnt hang ars available, in widths rarillipili'from i-51e'to 7- 9118" and heights ranging from 15" to 26".
,�3 MPA13% MPA144 Strnp�style purfirt anchor )6 HRCI..Ol, HRO22 Hip Ridge Connector WS" and heights ranging from 5-5h 61 to 12-10'. 14 HUSTFs&neshangem Topflangelcigi: hangers available inrwidths ranging from
9 PA18, PA23, PA2fi.PAZ15; PA51, PASa ancKdr 7 LRU?6, LRU2,i8, LRU21 0. LRU212 Raft6rHiallger HHGU5.25�SDS, HHQU55_0-PDS HHGV,5,02.SDS, HHGU7,00-SDS, HHPUT25oSDS, I'apa-mb-ont hangars. 3-9116" and heights rangino,from 5-318" to
19 PA018, PAJ�q�. PA12B: FAt3,5 Straip-stylia-purlin anchor 4 LSLI26, L,5§1J28z I-SSU210 U Hangar HHGU9,00-SdS 15 HUTF; HUCTF series hangars Top flange hangetsaviailable in widths ranging from I _911 6"Lto 5
I I STHDILOL, STHDI.O.RJ Stria"ityle, hold-down TBE4, TBE6 Truss,'Bearing Enhancer 6 ir!HUS�(O�,.HHLIS28-2, HHUS210-2, HHU846., HHUSL4O_'HHUS41 0, HHU85-5010, FaCo.rcolfnt hangars 11Z' andhelghts ranging from Z-711.6'to 16', Concealed flange
12 1 STHD1 4�.STHQI 4RJ1 Slrapstyle hold-down 10 Tq24t TC26,.Tq28 Tfusscip HHUS7.25ild version (HUCTF) availabla for all models having vidth equal to or
11 THA29 THA�i a THA21 0 THA2113,2 THA222-2, THA41 TkA41 8, TM0418, THA422. Adjusta bo Truss Hanger 7 H8Uk, HSUL, HSUAC, HSUL0 series hangers -Skiewed face -mount hangers. avilla L tLe in width$ ran g frum 3� greater than 2-Wi 6".
tH;1�26! TH426-2' gin
TH�C 118"to 5-10and heighli ranging from 4-SM" to I5r'W4'_ 16 HVVP series hangers Topfisrige hangers availaba in vAdths rairging from 1 -911 &'lo 7-
12 THAII.Olf22, THAl2.661V, THAI THA1222>, THAi�t. THA136 THAf4)? Adjustable Truss Hanger8ilzed for I -Joists Concealed flangaverston,(1-18URC, HSVLQ-,I:evai[Ai* for oil If8" and heights tanging from
13 THAL422, THAW2 Skewed[ Truss Hanger double 2K,and 4X mo,dels, only acutfa flange is:concaaad. 17 HWPH series hangar. Topflange hangers available in widths ranging from 1-Stit" to 7-
14 THJA26, LTHJA2$. LTHMA Mo I Wiple Truss Hangers '8 HTWOi HTU28, HTU216, HTU20L�2, HTU25-2, 1111.121t;12 Face -mount hangars 112" and boaJght�;ahqinO from 5-3X' to 32",
15 THJIV2�4-SbSS, THJ M2-5-8DS3, THJU264 TH JU26-W 'Multiple Truss Hangers 9, HIJ, H60'saries hangerSL Face�rnount hangers available in widtfisianging from 1-9116" to 7� 18 ITS series hangers Top flange hangers available in Widths ranging from 1 -WV'to 3-
15 TSIJR�-24, Truss Spacer-Resifaint 112" end heights ranging from 2-7/8" to 19-14'_ Ocriceoletl Congo 518" and heights nanglL ng from 9-1 �8"
Varr'Ibn t'HOC)Layailatle modaishavifrg widthi equal'to or
17 VPA2, VPA�5, VPA3, VPA35, VPA4 Variable Pitch Connectors L 19 JI3 series hangers Top flange hangers available in vAdth Lot I �9116'arrd heights
15 VTGR ValleyTruss Clip greater than 2-965--. ranging 7.1114",
10 HUCOI�6119-SDL8� HIJCQt81f11-SDS, HUCO210-2-SOS, HUCQ210-,$-8DS: HLIC0310- Face-mounthnngers 20 J2A series hangers Top flange hangers avoilable.in width of and heights
SDS� HUM41'0,SDS, HiUCLQ412-SDS; HUCQ5.25,M.81,)$, HLIC0010- ranging from g,�Jl 61D 13-118".
SDS, H6
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21 LB series hangers. Top flange lh.acrgew, availoble in -\Midth of 1 -9/1 (Y'and heights EL0100-R5 16 SILBV1 55, SILBVI Z1, %5V-2,QO, 5il.BV2.37, StLBV2,56, SIL BV2.,56. SILBV�11 2i Top Flaqg�;JoristHangffirs 5 SET�XP Adhesk, Anrhiprfor,conefete
ranging from 64/8"to 15-Iffi";, SILSV&td, StLJSV3Z62. SLBV4,06z §11-flV4,12, VLBY4_29, S�LRV4_76, SILSVE;:61),
6 Siong-B0 2ISTB2, STB24SS, ST B2-6496) Sbronil-Soft-2 Wedge Anchor for in carbon
�2 LgAz series hangers Top �Iairga hangers avaisiblelin width of 1-911 IT'anxi belgh I is Sea X Product Model, Numboror Name Pmduct DesorIpM 10 Vurt2o, OwTzz, siHTT�14, HTT4, HTT5 HQldowns me I a no Typos 304 an d, 1 316 stainless' steel
ranging from 6" to 13-10'� 1 HHOS216,3, HHUS21 OA JoistHanger 20 8/108TOO, t1MST72 Straps, 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, TH0,114GS, THD-HOSS, THDjCS, THD�CS88S) Titan HD Heavy Duty Screw Anchorfor concrete and masonry
Z LEW. LEW, LEG7 series hanger5 Top flange hangeraiavailable In vkMs ranging from 3-114" to Q,- 2 HRS6, HRS8i'HRS'I2 ��tiap Ties, 21 8P4: SPO; 'Stud Plate, T Is$ avallab, 10,4fth bax headin carbon steel and Types 304 and,516 cu
_�18_ 6d ig
CQ 0-2-60S. HUCC210,S,§DS, HUdQ�10-8Dt 22 8§0,� bSi T,§P` Stud Plate T 1. stool, or with countersunk head in oat n steel and
a 6 Me ran ing from Q," to 33 HU ��! Joist Hanger P stainlesa
24 MEG5, M E07 series hangars Top flange harng4reavailabls itrwidths ranging from 5-1 M" to a- THOk, THG93, THGBH2, THGBH& THGBH4 JoistHanger 23 STC, OTC Truss Clip Type 816 stainless steel
'7J8`ar,idIheIiJh1s; ranging from 9" to 32-117'. �5 THGQ2-SD85, THGQ3_SI�S4,5,,THGQH2,SDS3, THG0H8-SDS4.5, THGQH4_SDS8 Joist Hanger 24 TBO22 , ouplar (THD37034FZ0,THD50934RC,) Titan HD Threaded Rod Coupler for concrato
Truss Brace Diagonal 8, Tillan HD Rod C
25 MIT series harig!ars Top flange hangers in widlibs rarging from 1-.911,6'to 5- THOW54, THGW3-4, TAGW4-5,THGW4r4 JoistHanoor 25 TXV Trust Jack Connector 9� Tite 1i HD Thr4aded Rod, Hanger qHD5-25158RH, THE)B371,58RH, TI10w,212RH� Titan HOThreadedLRod Hanger for concrete
11�"and heights FR�girrg from 9-114Pt6 2W. THD5P214RH, THD102t2IRH�
26 PF, PF8, PFD5, PFQS3 siaries'harigers, Top, floge, hangers available in width of 11016" and heights 10 Wiadge,-All (WA) WeAge7AII Anchor for masonry
ranging from"YS' to 7-118,", FL*11473.RS FL*13904-RS
27 FIR Ridge raffe'r con necto r
28 WP series hiengers T'dp�flango hangets 0ailablain widths ranging from I �WjfY toL,7- Sea 0 PrDductlilcidel Numbgrorflame Product Descd= 1221 Product Model, N u mber orNanie Proidact Description FL#16230-R
Iia"aftdhe hits tgkngI
12 ing 9-1/4" to 32'. 1 DETAL2D DoubaEmbadded Truss Anchor I CCQW,62-,SQSHDG; OCCIM4_8r2-SD5HDG, QCQM5.50�SDSHDq, CCTQM3_62-SDiSG, Masonryplarcaps
2 FGTR; FGTRHL, F(�TRHR Girder Retrofit Anchor OCTOM4�82-96§(3.6CT6�iS.50-'$DS'�3
Sea # Product Radial. Number or Nam Product Description
Z H1%H1,15S, H1O-2-:M&2$ HuirricanaTit AT�XP AT-XPHigh-Streh,gthAt�rylicAdhes,ivefbrceriQrttear,masenry
FL#I 0890-115 4 Hr--TA12, HETAI6, HETA20, HETA24, HiiTA40 rmmbadded Truss Anchor 2 EQCL0M3_62G4(T, ECCLQM4_62G-KT, F_Crl_QW_50G-KT, ECCLLQMD3.62G-KT, Mseorry Pier Caps 2 ET -HP Er -HP Epoxy Adhesive for masonry
,5 HE-TAIL12, HETAL16. H5TAL20 Embedded Truss Anch, r E&Q_LQMD4.52G-KT, ECCLLQMO5b6OG-KT. E6CLRQMDa;04-KT, ECCLRQMD4;O:G - :3 SET4�p SET-YP Higli-Shength Eppq Adhesive far masonry,
Sea # or Marne �6 0 MD5.15CK3,KT
HMO Masonry retrofit con nectars KT, ECCLRIP 4 btmq-Bqlt2,I(ST62) sonny
richorforma,
I AA44, ABA4'i AsA46,1ABA'46R, MAW-, ABA66R Adjustable Post Bose 7 HHETAI 6, HHETAX HHETA24, HHETAQ Heavy Em bedded Truss Anchor -Zi HGU�M525: HGUM5.5q, 14GUM7,00 HGUL�Tirr25, HGUMb Q0 Heavy Masonry Hangers 5 Ttlien 2 TTN2) Titen 2 Screw Anchor for Concrete
8 L�T�, LGT�.80 4 LOU M28.2, LGIJM2e-�, LGUW", LGUM2O-2 LGUM28-3 1_GUM2k;4.LGU[ IG2, Masonry Beam Hangers 6 Titan HD (THD.H45S THD-HOSS, TH D-CSOSS) rew
2 'ABU 44� ABJU44R, ABUIkI, ABU413R. ABUl5-5,A,8U5-6,ABU65,ABU�6 ABU66R, AgUI38, Adjustable Post Base S2,5. LOT4,SD83 i3[rderTiedown M2
TftenHD Heavy Dut Sc Anchor for concrete, avzilable in 304
AUU88R, AI3U101C:ABW:0IDR, AE302'12,ABU12120 9 LTA� Lateral truss Anchor LOUM2168, LGUM21Q4, LQUM48i. LGUM48, LGLIM41,0 'or 316 stainess steel with frex head, and .116 stainless steelwth
ABW44z� AIW44R7_�A5W46Z. ABW46RZ, A9W66z,,,A9VV66R7_A8W7,7 Adjustable Pbrt�gaso 10 mETAi2, METM6, mETAis,META20. META24, META40 Embedded Truss Anchor 6 MBHA3_1 2&25, MBHAa'IL2Il 1,25, mgHmay.�25, MBHA3�5151g.25, MBHA3.5O[1I_2$, MasonryTolpFlango, Beam Hangers, countersunKL head.
4 AC4, A&K; AC154,� kl!),�ACOR, ACb3 PostCap� it MsTAw�4, Ms�tAWO; M5TCM40, MSTOM60 81rap Tie for Masonry M8HA&861IIZ8, MBHA3.5&14, Mlil-ILA3,66VIS, M8HA3,&s)I,$,. M13HA6.5W,.25, 7 Titan turbo (TNT) Then Turbo Screvv Anchor for concrete or masonry
6 OQ4, BC46, BC411� BCO� BOOR; BCS, SCS2-214, BCS2-a/0 Post cap 12 MTSM16, MlSM20, HTSINif1b, HTSM20 Twist Stilap for Masonry MEHA545 19� . MBHA t�5, MBHAS.50/11,88, ME3HA5,50114, MBHA5,WIO,
P
0 C844,,C-8,(6.'P548, Embedded Column Base
7 CB904"DS2"L CBSCi46-SDSZ Cl3SQ8O-SDS2. CIDS088-SD62, CB5088-SDS2 Embedded Column Base !e" MsHu8.56&'25, M61,103,56/11,26, M8HU3,5eA MBHU�,Wl 4, MIDH0511501% Masonry Beam HartIrairs FL#16%7,-R3 0 (D
a CC, 5001� ECCU Series Bofted coliumnoaps vft W1 ranging from 3-114"to 9-112" and, FL*_1 140-96 MBHUqW8. MBHU5,E5019.25, MBHU6.Mll.25�, MBHU5-80111,88 MBHi)5.OJY14,
W2 ran ng from to 7-1&, tABHU5,5005, MBHU�O,50116
, , I gi Setl X PlroduOt ft-deL Number Product Diatcrlvtlojn
9 Scire*,ed column capswith W1 ranging from 3-1/4" to 9-IfZ'and Sea # Produgt M6dial, Number or Namis
W2 ranging f I mim 3-51VI to 7-112 1 " Pricid0cit Description 1 X342101@.�J(�X'S'01611"X' 81 01'64['� XQJ$JD'$, XQ1 61016-41K 4 1 IOL-18 Strortg-DCii�-X'MetalSelf-Drilling, Tapping 8crews,14ith #3
I DTTIZ QecRTehs1cfl Tie Drill Point
10 CPT44Z, CPT6eZL, M,887, Concealed Post Tie ease L 2 HqI?,HD1g1 Bolted 1-16(downs FL#13976-RS Z XL011 4T12R4_iKLQ1 14BI224-24<
#12-24 Strong-Drivo, X_ Lairge�rHead Metal Self -Drilling, Tapping
11 EP1344)k EPI344, EPB45, EP865 Embedded Post Base 3 HQ54..: HD&I3, H075.. HQ,9B Bolted Hotd1owns Screws with #5 Drill Point and Large Die ' meter H" Washer Head
HTT
1,2 EPS47 Erribadded! Post Base 4 HTT4, HTTSi, _ 5�3j`l Tension Ties JW Product Model, Number or Nam PrOdIU51 Resoelptio 3 XMQ1 1461,224, XMQ1 1481,224-214, 412-24, Strong -Drive W Medium-Heod Metal Seif-Dii1ling,
2r
,jQQL SDV�22eW SDV=
Is LCB44, LC666L Embedded Column I�arsa ib LTTI 9� LTT20B, LTTIZ1 LightTension Ties I SDVY22P00, SIDW2438, $I)W=*�%, SDW22468'L SDW2 �5�e! Strong -Drive, SDW EWP-PLY and TRV,5sLPLY Screws Tappin Screws with #5 Drill Point and Mad urn Diem, ater Hex >
14 LPC44� 1_PC6Z Light Post Cop ODW226:�4 4 XQ114SI224, XQII 4erl,2,24-2,�K. X,1 ASI 44,xclil 2SI2�4, AQ11 2RI224-* #12-24, Strang-Dilve X Mqtial,;�,&-Drillinq, Tapping Screvves with #5 0
1,$ MPI 3447,,MP966Z, MPB818Z Moment Post eala� :2 SDWC[ 5450. SM01 5$00 %-ong-Dirive SlYWC TR Q8S Screw Drill Point
10 Pe44. PS44R, P5,40 PW6, P8O8R Embedded Post Bass FL#1 36LO-Rd -3. SDVVH19360 1@400D8,SDWHI0000DIB. SE)WHI9806012. S[)WH1D1qP0D8 Snror�g-DriveSE)WHTIMBER-H�iX�,,rek-i s XUMSIQIO,,XU34SIG16�5K TappingScrowsverth
g�
on, TI B
1,'( PBS44A PBS4d:,P8,96a Embedded Post Base 4 'SQWHV4C06': SbW'H:��,600G, SDWH27800G,'SDVVH2710MG, SbwH1-/12wG Sir g_DTiva '96WH m ER-HEXHbGsdrew #I Drill Point
is PM� Plavi C) Round post gaSe Sea # P - roduct Model, Num bar or Nam Product Description SCYW$1,021Z sOMI ' 0 - �Q ' Q's ' DV ' Vq 16? " 1��,SDWS`10400- strong-brive SDWS FRAMING Sorew,
S
19 F7044-1 8� Pb,46_1L8 I P0464�4 PC64-16, PC66-T6. EPC44-1 8. EPC46:-IB, EOG4&1 a, post cap -1 SS&8k�4, S971L&Al, S131x30 S8 Anchor Bolts 5 8DWS1sie00,SbVQSiR712,L �bI.A�2401),Sl)�VS��OO,SDW822512,8DWS2F2BOD, Strong_DrvaLSbWSTIM]3ER Screw tinterlor , Vrade), CU
EPC64-1,6; EFCSO'ILS
SSTSh§ SSTB2Vi,SST824, SST828, 8STS34, SSTSW, S ST81 6L, SSTB20L,SST8Q4L. SSTS Anchor Bolts SDW$22800,,SC),WS22906,Si),WS221000,,��DWS?21100 S0WS22I200jSDWS22I5Qp FL#3530-RO
20L PC44Z� PC41ZZ� P=� PGORZ, P08Z, PQ81RZ� EPC4Z-, EPC4RZ, EPCBZ� FZPCBRZ, EPC8Z Postcap SSTB2sL
7 SDW822300E)8� MW8224001)13: SOWSM500D13- SOWS2260008, SOWS22800ba, stroog-Dirive, SOWsTIMBERScrew, (Exterior Giarel
EPC8RZ, SDW,92210�01DB §ga P[2duct Model, Num ber or Name pmduct Deqca2kLqa U)
21 PPB44,4Z; IFFIB"riV post Base, 6 8DWS12312DS8, SOWS225120BE Outdoor Accents Structural Wood SCr ' "W 1 D$SCB4��_S; 088C846 DSSC848, 0SHS Bypass Framing Drift-StnitConnectot
22 RPBZ Retrofit Post Base FL#13872-R4 9' SOWS2730OSS, SDWS27400% SDWS275008S, SDWS2760CISS�, SDWS2780OSSi Storg-Drive SIDWSTIMBER 2 FICS43-5. FC845-5 FC;47,,5, FCM9-5, FCB4115 Bypass Framing Fued�Clip Connector
SDWS271 00 DS-S, SDWS271,2WSS
3� IPH8034SIC116, FPHSD:A,4B1Q10. FPHSQ3481Qf5-5K. FPHSD34SIL214, #10-16 and,#12-14 81rong-Dri9b FPHSD Framin_g-to7CFS,,Seff
O;aq,X Product Model, Uumbarpr Name Pmduct 0690flotloin ID SE)WV13400 SlJWVSOl_ETQ-RIM Sprew FFHSD3481�14. FPHSP34B1214..5,K Qrilling� Tapping So rews 0
FL#I0866.P5 1 CMST121,C.M$T14� CMSTC1 6, CS14,, CS10, M8; CS20, CS22 Coiled Straps 11 STN22 OutdoorA;cMtisH*1-Ie dWashe ,25� LSFQ 2:N L_
a 4L LSFC2 _4,2�, LSFC&251 SPC225.$FC4,25, SFC6.23 Steal Framing 06n nector
2 HFZE%� HRSS� HR$17, FHAO, FHA,9, FHA1% FHA18� FHA24, FHA30, MST126, MSTI$6, Straps g7 mill (I� ga) LSSC4,2�, LSSP3_25, SSC2_28� SSCW25 MSSP2.25, M15SP4,25� MSSQ6.25, Stsel 5tud Connectors n
Sed N
Prdduct Model. Number or Narrno Product Description MSTIA�, 108TIO0. MSTII 72 SiMSTV S;,MST37, SIMST48 MSSC4,25KVV, MESC6,25KW
I FJA. FSA FoundatiorrArIPhor �3 HTS161 HT82GHTS24, HTS28', HTS�q, HTS30C' HgavyTW,stStraps FLA15363- A RCIKW3, RCKW5�6,,RCKW7.5. RCXW3S RCMNI5��S Rigid Knee Wall Connector
,2 FRFP Flat Retrofit Foundation Plate 4 I-STA30, LSTASO, L$rf`140, L,$T173, MSTA9,, MSTA12, MSTA15, MSTA-16, MSTA21, MSTA24 Straps 43 mil (18,9a) 7 $C843,5, W845:5 SCS47.5,S(,Sill).S� StB411.5, MSCR45.5. MSCB475 Bypass Frarning Slide4lip Connector
:3 CH0-6,G 4O,8,rGH4",Q U)
1148,8, OH41 0_6! Q)1410-8.,GH66�6 G H68-8, GH6.3-6 GHO8_ Girder Hanger 5 LsTA9, _$TA`12� LSTA16, LSTAI8, LgTA21, TA�24,$T,292� Straps 33 mil (20 go) erorName Product Description 6, SCS32�J597, SQSOZ-8107, SCSq2-5h 18. SCS82-5h 18,
Lsi ST21 22, 517211 G., ST2215 Seg 9 f2rogM!g Model, NUMD Bypass Froming Con rector
SIL dHdi U43 GH 610-8 1_61,1.181,13M, SUBH3,25 ; MSUBI-1,1.4 E�ridgiqg Cannoctor I AS I 6i AS 118$5, AS I 9W 18, ga� Tfuss Plates 9 SGVV3.,�5� SGW5,A Head-ofmWall SlidewPip Qonrrec�tay
4 GL46A, 01-WE G71-137A. GLE7B. GLI37C, GL970 Glulam Bea Ing Plate 7 VP$ Lateral Tie Plate 2 AS 20HS 20 ga. HighStrongth Truss Plate 10 SiC825, SiPIM5, MSJC8L25. MSJCI0.25 Staef 'bist Connectors,
00
GLI�TSIZ GBILT812, di-ST816, ��BLT616, OLST520, GBLT62D Glularn Roaring Plate '6 LTSJ �, LTS1 6, LTS�l A, LT620 lghi Twist Straps AS-20 211 ga� TT055 Plate 11 SSB3.51 6 Bypass Framing Sliiie-Clp StriAt Oorinector
HGLOA, HG LBB, HGLBC,� HGLBD Heavy Glutam Bearing Plate g MSfA36, M8TASOj tT0215,, STS�24, 5Tq, STIZ ST18z ST22, MsTG28 M5TC40, M$TC52 Straps 54 mil (18 Qa) 4 ASHP Hin Plate Connector 12 XLSH34BI 414i XLSHT88I 414 #1 4-114'Stro rig -Drive, XL$H Shouldefect Seff-Drilling, Tapping
7 HGT-2, met_s, HGT.4 Heavy Girder Tiedovin io mSTC66, mstd7a: ST623e Straps 68 mil (14gii) Scram LU
6 Upplo_8D83, Universe I Foundation Plate 11 MTSI[t, MTSIS, IVITS18, MT§�O, MTS30, M-17824Q, MTS30C Medium Twist Straps 13 XQ1 0101 6,LXQ1 B1 01 6-4K Lko,181�14. kQIlJI2,J 4�3,51K. XQ7891224, XQ7813 I V4-31<� 410-16, 412-1'4; and #12-24Strong-DriveX Metal Self -Drilling, mi
9 URFP Universal Retrofit Foun dation Plate 12 8)01,56, S181.81, 382.66,LS16247�, _S1B2.5O,-S1k68,SM.12, SIB3,5-6i SIB3,62, 61134.06i Top Flangs. Joist Hangers FL*18730-P,4 X0114,SI224.,:XQ111401,�i��?�5KX01'12$1224,XQIIZS1224-2K, X34131016-5K. Tapping Screw's
&B4.12,'S184.218, S/L'4�TO,,'455,50 X1S1DI'6,X1EIQI6-4K, XJIS1214,X181214-1�K <
I'� EVSAZ`12�81, SFQA212/,iC� SA�AZIXI'2� WUA2.121114, S/BA4.1m, sSA4.18/1% Top Flange JoistHangers �Seg # Product Model, Number or Name Prod uot Desioliptio , n z
SIBA4,1811Z Sf5A4,1W14 I ET-14PL AdhesiveAnohorl�rt:onorate
14 VHIA Hurficars Tie 2 GACi GDP, GDPM-,%� GOPM-75, QDPM-10.0� GDPS, CW�50, 0045; OW40.0, GTH Gas-aotvatod z
z
z
15 SfHD8S1 8/1-0ala,81HID1,08! SM DIOB, a/HD1$$,LS1HD153 Holdowris POPA, PDPA7K, PDP&-,MQ, PDPA -le, PINW, PI , R PINWP_ , PDPAVVL. Powder -actuated fastenerk threaded studs, and assemblies
T, PDPAT NW W
16 SfHQU14, SIHDW $11-11PUP, 81HOW I Holdownt PDPAWL4A PSVLS
01 PSYU�KJPCLIDPA,�PECLDP�A, PTRHAZI MHAA
17 SIJCT, SfHJQT doist Hangers 4 SEF-�,3G Adhataive Anchor for concrete
SHEET NO.
PA 1.2