HomeMy WebLinkAbout3111 Moulden Hollow DrALL WORK SHALL COMPLY WITH PPEVAILING
CODFS FLORIDA R010NO CODE,
NATIO-14AL ELECTr "
AND THE CITY OF 4lZPHYRHILL6
ORDINANCES
REVIEW D T / -�q q
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CITY OF ZEIPWAPLUL
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PLAN WMIN m �T
ABBREVIATIONS
A.B.
Anchor Bolt
F. P.
Fireplace
P.T.
Pressure Treated
Abv.
Above
F.O.M.
Face Of Masonry
Pwd.
PowderRoom
A/C
Air -Conditioner
Ft.
Footl Feet
Red.
Radius
ADJ.
Adjustable
Ftg.
Footing
Ref.
Refrigerator
A.F.F.
Above Finished Floor
A. H. U.
Air Handier Unit
FIX
Fixed
Req'd.
Required
ALT.
Alternate
GaIv.
Galvanized
Rm.
Room
B.A.
Base Cabinet
G.C.
General Contractor
Rnd.
Round
BF
Bifold Door
G. F. I.
Ground Fault Interrupter
R/S
Rod and Shelf
Bk Sh
BookShelf
G.T.
Girder Truss
SD.
Smoke Detector
Bm.
Beam
Hdr.
Header
S. F.
Square Ft.
Bot.
Bottom
Hgt.
Height
Sh.
Shelves
B.P.
Bypass door
HB
Hose Bibb
SHT
Sheet
BRG.
Bearing
Int.
Interior
S.L.
Side Lights
Cir.
CIg.
Circle
Ceiling
K/Wall
Kneewall
S. P. F.
Spruce Pine Fir
C.1
Control Joint
K.S.
Knee Space
Sq.
Square
Col.
Column
Laun.
Laundry
S.Y.P.
Southern Yellow Pine
Comm.
Community
Lay.
Lavatory
TB
Towel Bar
Comp.
Compressor
L. F.
Linear Ft.
Temp.
Tempered
C.T.
Ceramic Tile
LL
Lintel Length
Thik'n.
Thicken
D.
Dryer
LT.
Laundry Tub
T.O.B.
Top of Block
DB
Door Bell
Mas.
Masonry
T.O.M.
Top of Masonry
Dec.
Ded.
Decorative
Dedicated Outlet
Max
Maximum
T.O.P.
Top of Plate
Dbl.
Double
M.C.
Medicine Cabinet
TR
TOWEL RING
Dia.
Diameter
Mfgr.
Manufacturer
TP
TOILET PAPER
Disp.
Disposal
Micro.
Microwave
Trans.
Transom Window
Dist.
Distance
Min
Minimum
Typ-
Typical
D.S.
Drawer Stack
M.L.
Microlam
U.C.
Under Counter
D.V.
Dryer Vent
Mir.
Mirror
UCL
Under Cabinet Lighting
D.W.
Dishwasher
U. N. 0.
Unless Noted Otherwise
Ea.
Each
Mono
Monolithic
V.
Shower Valves
E.W.
Each Way
N.T.S.
Not to Scale
VB
Vanity Base
Elec.
Electrical
Opn'g.
Opening
van.
Vertical
Elev.
Elevation
Opt.
Optional
V.L.
Versalam
Ext.
Exterior
PC.
Piece
VTR
Vent through Roof
Exp.
Expansion
Ped.
Pedestal
w
Washer
FBC
Florida Building Code
PH
PHONE
w
With
Fin. FIr.
Finished Floor
P.L.
Parallam
WIC
Water Closet
F.G.
ixed Glass
PLF
Pounds per linear foot
W.A.
Wedge Anchor
FIr.
Floor
Pit. HI.
Plate Height
Wd
Wood
Fdn.
Foundation
Pit Sh.
Plant Shelf
WP
Water Proof
FIr Svs
Floor Svstem
PSF
Pounds per square foot
REVISIONS
08-20-15 1.00 NEW BASE PLAN
12-08-15 2.0
12-22-16 3.0
FRAME-WAL REVISIONS
A1B1 ELEV. REVISIONS
1Z I
IN, 1111
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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
7.1
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
STEM DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCT APPROVAL NUMBERS
PA1.1
PRODUCTAPPROVAL NUMBERS
PA1.2
PRODUCTAPPROVAL NUMBERS
PA1.3
PRODUCTAPPROVAL NUMBERS
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
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To the best of the Engineer's knowleU tl rmation, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MJAMES
VERSION NO 2x0
SHEET NO.
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BUILDER TO PROVIDE
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WH EN REQUIRED PER FBC
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16d TOENAILS
@ BASE
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TOENAILS @ BASE @
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 W1 1/2"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4' X 7 1/4"
LVL 2.OE Fb=2950
R.A.G. (2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for
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 AIND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25j
S.H.
13
20 X 38 j
18 j X 37 1
S.H.
14
20 X 501
18 4 X 50
S.H.
15
20 X 63
18JX 624
S.H.,
16
20 X 72
184 X 714
S.H.
J32
27 1/4 X 26
26 X 25 j
S.H.
433
27 1/4 X 38J
N/A
SH
j 34
27 4 X 501
N/A
S.H.
J33
N/A
26 x 37 1
S.H.
j 34
N/A
26 x 50
S.H.
435
27JX63
26 X 62 1/2
S.H.
J36
27JX72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S.H.
23
37JX38i
36 j X 37 3/4
S.H.
24
37JX501
36 4 X 50
S.H.
25
37 j X 63
36 4 X 62 1/2
S.H.
26
37 j X 72
36 j X 71 1/2
S.H.
DOUBLE 2
WIDE
75"TALL
73 j WIDE
S.H.
32
54 X 26
52JX254
S.H.
33
54 X 38J
52JX 371
S.H.
34
54 X 501
52 j X 50
S.H.
35
54 X 63
52JX 62J
S.H.
36
54 X 72
52 j X 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Open ing/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 13/8" thick, or 20-minute fire -rated doors.
• 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 have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
ap r rive w m ng oo, s, ec ion
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M 1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated 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.
see Sht. SN1 for installation detail.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
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\-Cl�
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
+23.0 -25.2
+23.0 / -28.9
SEE SN SHEET Ku SEE SN SHEET
MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALL LEGEND
[111111111111111
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 "All'
1 ST FLOOR LIVING AREA 1093
2ND FLOOR LIVING AREA
1491
LIVING TOTAL 2584
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3046
0
INSULATION REQ.
LOCATION I R-VALUE / TYPE
EXT CONC WALL
EXT FRAME 2 x 4
EXT FRAME 2 x 6
CONDITIONED CEILING
R-4.1 HIGH PERM
R-1 1/R-1 3 KRAFT FACED
R-19 KRAFT FACED
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION I R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
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FLITCH PLATE
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Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPIF #2
8'-0"
2x4
SYP #2
16" O.C.
SPF #2
91-011
2x4
SYP #2
16" O.C.
SPF #2
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2x6
SYP #2
16" O.C.
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18JX 254
S.H.
13
20 X 38J
184X 37J
S.H.
14
20 X 501
18 X 50
H.
15
20 X 63
18JX62j
S.H.
16
20 X 72
18JX 714
S.H.
J32
27 1/4 X 26
26 X 25 j
S.H.
j 33
27 1/4 X 38 j
N/A
S.H.
j 34
27 j X 501
N/A
S.H.
33
N/A
26 x 37
S.H,
j 34
N/A
26 x 50
S.H.
435
27 j X 63
26 X 62 1/2
S.H.
436
27 j X 72
26 X 71 1/2
S.H.
22
37 j X 26
36 j X 25 1/2
S.H.
23
37 J X 38 j
36 4 X 37 3/4
S.H.
24
37 j X 50 1
36 j X 50
S.H.
25
37JX63
36 j X 62 1/2
S.H.
26
37 j X 72
36 j X 71 1/2
S.H.
DOUBLE 2
WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 j X 254
S.H.
33
54 X 38 j
524X 37J
S.H.
34
54 X 501
52JX 50
S.H.
35
54 X 63
52JX 62J
S.H.
36
54 X 72
52JX 71 j
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39Xii]
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Opening/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 13/8" thick, or 20-minute fire -rated doors.
• 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 have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1. Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
t. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M 1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated 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.
see Sht. SN1 for installation detail.
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"
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
+23.0 -25.2
+23.0 / -28.9
SEE SN SHEET SEE SN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
IIST FLOOR LIVING AREA
1093
2ND FLOOR LIVING AREA
1491
LIVING TOTAL
2584
GARAGE
427
FRONT ENTRY
35
TOTALAREA
3046
0
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/13-13 KRAFTFACED
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEEr NO.
MIN, (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
STANDARD (3) 2x12
STRINGERS w/ SIMPSON
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the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEET NO.
2.0
OWNER'S BATH
07
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KITCHEN ISLAND
PLY SHEATHING OVER
OWNER'S BATH
07
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KITCHEN ISLAND
PLY SHEATHING OVER
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GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
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GENERAL LANDING FRAMING INFO.
SCALE: N.T.S.
V-101" MAX LANDING LENGTH
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2x8 #2 SYP JOISTS @ LANDING
@ 16" O.C. w/ SIMPSON A35
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STANDARD (3) 2X12
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CLIP TO HDR.__\
1x TREADS (TYP-)
CONT.
HANDRAIL
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@ 16" O.C.
KITCHEN
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KITCHEN
INTERIOR ELEVATIONS
STAIR CALCUTIONS:
TOTAL RISE - 10' -0 3/4"
(16) RISERS AT 7 9/16-
10"TREADS w/ 1" NOSING
to conform to
Residential section R311.7
SCALE: 1/2"=V-0"
Riser height:
The maximum riser height shall be 7Y4". The greatest riser height within any
flight of stairs shall not exceed the smallest by more than %".
Tread depth.
The minimum tread depth shall be 10". The greatest tread depth within any
flight of stairs shall not exceed the smallest by more than Y8".
The radius of the nosing shall be no greater that 9/16". Solid riser nosings shall
not be less than 3/4" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than X". Beveling of nosings shall not exceed
y2"
Handralls shall be provided on at least 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" and not more than 38". Handrails adjacent to a
wall shall have a space of not less than %"between the wall and the handrails.
Handrails with a circular cross section shall have an outside diameter of at
least 1 1/4" and not greater than 2" or provide equivalent graspavility in
compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3.
Guards.
Guards shall be located along open -sided walking surfaces, including stairs,
ramps and landings, that are located more then 30" and shall be not less than
36". Required guards shall not have openings from the walking surface to the
required guard height which allow passage of a sphere 4" in diameter.
Winders.
Winder treads shall have a minimum tread depth of 6" at the narrow end and
shall have a minimum tread depth of 10" at the intersections with the walkline
(112" from the narrower side).
7 Under -Stair Protection.
3ed accessible space under a stairway shall be protected with Y." gyp.
SCALE: 1/2"=V-0"
I SEE PLAN FOR LANDING DEPTH I
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
* PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or w1re lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier'. The individual layers
shall be installed Independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water-resIstive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be Installed at the following locations.
• Exterior winclow/cloor openings.
• Intersecfion of chimneys or other masonry contructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings;
and sills.
• Continuously above all projecting wood trim.
0, Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood-fra me construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) 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)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 - (Sq. In, Needed) / 72 = Amount of O'Hagin Vents Needed
• LOMANCO DECK -Al R (Shingle Rool) - 9 SO. IN. OF NET FREE AREA/ FT,
Formula: (Sq. Ft. SoMt Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Dock -Air Needa4
• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA/ VENT
"Formula: (Sq. Ft. SoMt Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
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Code Sth Edition (2014) Residential. 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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TECH: MJAMES
VERSION NO - 10
SHEET NO.
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SCALE: 1/4"=V-0"
RIGHT ELEVATION - Al
SCALE: 1/4"=V-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
.G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be In compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTIM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The Individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier Is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
pprmo
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
6 Exterior winclow/cloor openings.
4, Intersection of chimneys or other masonry contructions with
frame walls.
41 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 intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) 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)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed
• LOMANCO DECK -AIR (Shingle Roo� - 9 SO. IN. OF NET FREE AREA / FT.
-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deek-Air Needed)
9 O'HAGIN (Tile R000 - 86.25 SO. IN. OF NET FREE AREA/ VENT
'*Formula: (Sq, Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
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and seal Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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TECH: MJAMES
VERSION No' 10
SHEET NO.
3.2
2„
1"
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1'
VARIES
*NOTE:
FOAM TO BE USED
ONLY WHEN =
REQUIRED BY
COMMUNITY
SPECS. IF NOT, 1" 2" OPENING VARIES 2" �2"�-
DETAIL TO BE 'r-'I
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1"
2j"
1 1/2" RADIUS
2 1/2" RADIUS
4"
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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 Florida Building
Code Sth Edition (2014) Residential. 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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DATE : 2/24/2014
TECH: MJAM ES
VERSION NO. 10
SHEET NO.
F1
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.
200A INDOOR PANEL
NEMA I
2DO AMP
#14 copper to lights& outlets
012 copper to 20 amp cirts
#10.2 copper to WH
#10-3 copper to Dryer
200amp
Y2'Oor4'0'ER"u
150 amp
Di nne
POWER CO. FEED
_Tct
INTERSYSTEM
4 Bare Cu Ground
BONDING
04EGROUNDING WIRE
TERMINATION PER
5P WITH CODE APPROVED
NEC 08,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 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 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & 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 code, latest edition, 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 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station cc 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 soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rafing of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' if the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill
the requirement for 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 the 12" for straight counter
tops and 18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
L 4=4
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DUPLEX CONVENIENCE OUTLET
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
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HALF -SWITCHED DUPLEX OUTLET
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SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
& .
2_4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/ILIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
@
SMOKE DETECTOR
@
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
K
TELEPHONE (OPTIONAL)
[Tq
TELEVISION (OPTIONAL)
Fr� 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
NMI
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
<1/ \>
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
HOOD PER SPECS
WP
GFI
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GFI
DISC
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0
VERIFY METER
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OPT. ELECTRICAL PANEL F _&FI W_4T'_A - - — — — —
F.F.
REF.
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PER SPECS
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LIGHT PRE -WIRE 17P\'%
61 \S / =E
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MY
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MAIN FLOOR ELECTRICAL PLAN
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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 Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and sea] Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEEr NO.
4.0
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & 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 code, latest edition, 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 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. 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 soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' if the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill
the requirement for 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 the 12" for straight counter
tops and 18" for sinks and ranges installed in corner counters.
I ELECTRICAL KEY I
I.Z=S
FEF
DUPLEX CONVENIENCE OUTLET
I e±,
FTF
DUPLEX OUTLET ABOVE COUNTER
L=%_
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WEATHERPROOF DUPLEX OUTLET
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HALF -SWITCHED DUPLEX OUTLET
F't�-V
SPECIAL PURPOSE OUTLET
171n
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
RCH
CHIMES (OPTIONAL)
ID
PUSHBUTTON SWITCH (OPTIONAL)
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
NMI
ELECTRIC PANEL
_11111IF-i
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
1>
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</
OPT. CEILING FAN
69
(1) PHONE LINE, (1) DATA PORT
200A INDOOR PANEL
#14 copper to lights & outlets
NEMA 1
200 AMP #12 copper to 20 amp ckts
#10.2 copper to WH
#10-3 copper to Dryer
M_A,I N
0
2/0 or 4/0 SER AJu
200 amp
150 amp
IDDlaconnectl
POWER CO. FEED-1
INTERSYSTEM
4 Bare Cu Ground
BONDING
#4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
RECEPT.
FC
— — — — — — 51
UPPER ELECTRICAL PLAN
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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 Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and sea[ Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seat.
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DATE 2/24/2014"
TECH: MIAMES
VERSION NO - 10
SHEET NO.
4.1
VENTED SO
40 SQ. FT.
N
%1MK1-rC:n Cn=ll-r An
V L_ 1 11 1 L_ L..# %J %_1 I I I I _r I
SQ. FT.
ATTIC VENTILATION CALCULATIONS - Al
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
SO. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN. of of vented
IN. of
of
ventilation to
SQ. IN. of
SQ* IN of
Ventilators
ventilation
soffit
ventilation
vented
be provided
Ventilation
'
Ventilation
(See Elev)
required
needed
required
soffit
by upper
needed
ventilators
Main
0.000000
0.000000
Floor
0
0
0
0
0
0
0.0
0.0
- ----- —
0.0
(Zone 1)
Upper
9
2.000000
Floor
1535
1474
211
737
53
368
411.0
� 27 6.0
(zone 2)
1
1
1
1 135.0
**NOTE —
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT LEGEND
71
IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED
AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF
LABELED AS"VENTED", NO FIRE PROTECTION WILL BE REQUIRED,
............
VENTED SOFFIT
OFFIT
'ENTED SOFFIT
SQ. FT.
ZONE-1
ATTIC SPACE
35 SQ. FT.
ENTED SOFFIT
SQ. FT.
ROOF PLAN
SCALE: Y4"=1'-O"
General Notes
ROOF CRITERIA:
41 12" OVERHANG U.N.O.
40 PLUMB CUT FASCIA ROOF
40 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
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be Installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any fleshing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry contructions 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 intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) 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 13ASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 - Amount of O'Hagin Vents Needed
• LOMANCO DECK -AIR (Shingle Roofi - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
e O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT
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VERSION No' 10
SHEET NO.
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FOUNDATION PLAN
SCALE: Y4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
W.W.M. PLACED IN
SAWCUT x 1/4 SLAB
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BAR ONE FOR EA.
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U.N.O.
*Alternate:
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Code 5th Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEET NO.
6.0
an61-01
N
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UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
LISP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C—
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
1 455
320
18 - 8d
RT3
610
525
18 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
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1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
G
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1340
1015
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1380
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i
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3740
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3130
3050
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TDX2-TZ
2345
—
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4505
3785
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6645
5650
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7845
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1165/1070
1()05/915
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JUS26
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—
8 - 10d
P
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1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -1 6d x 3-1/2"
R
MTS12
1000
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
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S;
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1000
860
14 - 1 Od x 1 1/2"
MTW16
1195
1005
14-1 Od x 1-1 /2"
T
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1000
860
1 14 - 1 Od x 1 1/2"
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1195
1005
14-1 Od x 1-1 /2"
U
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3140
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V
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1850
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1810
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BOLTS
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645
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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 USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP
DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(+ +)
A 11
A I I I I\N
A
(A)
(+
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CARRIER
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POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 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 49'OC. (+)
<iv
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
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SPLICING
2
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TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
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MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
STRUCTURAL
SHEATHING (SEE TB1 3
FOR NAILING INFO.)-
2x CONT. W/ (2)-12d
NAILS @ EA. TRUSS
2X4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END
8d NAILS @ 24" O.C.
TO BLOCKING —
STRUCTURAL
SHEATHING
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
I ik SEE PLAN
. '-f TRUSS BRG.
CONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
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SCALE: 314" = V-0"
MAIN FRAMING PLAN
SCALE: Y4"=V-0"
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Code Sth Edition (2014) Residential. 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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TECH: MIAMES
VERSION NO - 10
SHEET NO.
7.0
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Ulm
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UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
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1810
9 - 10d x 1 1/2"
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1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
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670
565
10 - 8d X 1 1/2"
D
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1 455
320
8 - 8d
RT3
610
525
18 - 8d X 1 1/2"
E
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1450
7 - 10d x 1 1/2"
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1400
1400
10 - 1 d X 1 1/2"
F
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2235
10 - 10d x 1 1/2"
G
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1340
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1380
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4505
3785
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5320
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2 - 7/8"DIA. BOLTS
M
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6645
5650
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TDX10
7845
—
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N
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1165/1070
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8 - 10d x 3"
JUS26
1115/1060**
—
8 - 10d
P,
HUS26
1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -1 6d x 3-1/2"
R
MTS12
1000
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/21,
S
MTS16
1000
860
14 - 10d x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 1 Od x 1 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 10d X (1) 5/8- ATIR W/ 5- EMBED W/ SIMPSON 'SET-
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810 _
(16)10d NAILS AND
(5) 1/4"x 3" WEDGE
BOLTS
"X"
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
24-1 Od X 1 1/2'
spi
585
535
10 - 10d
SPT22
685
8 - 10d
SP2
1065
605
12 - 10d
SPT24
1030
12 - 10d
I HCP2
645
555
12-1 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 USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA!S
DROP HIP
DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
A I I I I X\
(6)
\—(B)
A
(A)
I+
OR 2 PLY
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128"x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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
1 R2PLY AA� —J —(A)
INTERSECTIONS. SPLICING
2x CCINT�
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
ROOF FRAMING PLAN
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To the best of the Engineer's knowledge, information, and
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within these drawings comply with the Florida Building
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
SHEETNO.
7.1
GENERAL INSTALLATION N TES
1 . Provide full mortar head and bed joints.
2, Shore filled lintels as required.
3, Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical call 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 L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity,
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T
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TYPE DESIGNATION
5 REBAR
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F = FILLED WITH
GROUT / U = UNFILLED
R = RECESSED
-1r2"
CLEAR
STEEL LINTEL
4 A
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MATERIALS
1. re precast lintals = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 361 aggregate and T'to 11 " slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
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)
USP MSTAM36 STRAPS EACH STUD
((1) STRAPS EACH SIDE) CENTERED
W/ (13) 10d NAILS & (8) Y4" TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16" O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
W/ Y2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturees specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturees specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plentcletails for bottom steel required.
5. A bonding agent must be applied to the Steel Box Ilmels prior to
applying the cementItiuos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
OL SEE PLAN
`F TMALL
T�1-8- KNOCKOUT COURSE
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SEE PLAN FOR FILLED CELL
SPACING
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SCALE: 1" = 1'-0"
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belief, the structural plans and specifications contained
n t ese raw ngs comp V w t t a F or a u ng
Code 5th Edition (2014) Residential. Engineer's signature
and seal Is only or the structural engineering portions o
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DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEET NO.
8.0
- - I
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 PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C. ACQ-D, CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC 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 CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
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, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
SPECIFICATIONS
1.
CONSTRUCTION:
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN-, BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA, REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7PSF
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 W1 LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3,1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014),
AND CONDUCTED BASED ON A140 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 7-10
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
a 0 R .1 7: r; MW
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTIM A615 I A1185M-04A 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): ASTM A-185 / A 185M-07
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-11 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C+P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRE E (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-1-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.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
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 C90-06011, 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 = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4,4.1,1.
INTERIOR LOAD BEARING7ALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI
ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2,
STUD QUALITY OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16' STRUCTURAL 1, U.N.O.
4.4,3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.0,
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
ANSI1TPI 1-2007, 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 118" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R706.6.1
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS,
4.5.7.
CONCRETE EMBEDDED'J'BOLTS 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 7' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6-1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc: 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORT] NG". 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 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), 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. FRC R318. 1 -"A permanent sign which identifies the termite treatment provider
and need for re-i6spection and-treartment 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. IrriArtiorVs
Tdnld, stems includin%all risers and
sp y hea s she I n t be installed w hin V-0" of the building side wall.
4. FRC R3118.7- To provide for inspection for termite infestation between
wall covering and final earth grade shall not be less than 6 inbhes.
Exception: Paint or decorative cementitious finish less than 5t8"
thick adhered directly to the foundation wall.
5. FRC R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FPC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FRC1918.1.5;9%?,reteove our and mortar along the foundation perimeter
must remov ore extepc r soil treatment.
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FIRC R318.1.6 - An exteripir vertical chemical barrier must be installecI a�er
I
construction is complete, including landscaping and irrigation. Any soil isturbed
after the vertical barrier is applied, shall be retreated,
12. FRC R318.1 - All buildings are required to have pre -construction treatment.
13. FIRC R318.1 - A certificate of compliance must be issued to the building department
b a licensed pest control company before a certificate of occupancy will ba issued.
Tge 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. FRC R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-17' 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" (FRC R301)
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 V-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
TYPE: 5B GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.3 PSF / -29.8 PSF
DOUBLE 160 +25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM 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 ofthe Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential, Engineer's signature
and seal Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION NO 10
SHEET NO.
SN
101-011
TANK -LESS W/H
CORNEROF /7
H C G
HOME
GARAGE SIDE 0 0 0
51-011
STUB -OUT FOR 7� =
b
GAS METER 01 0 u.)
0
C,4
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.
71-511
(2) 16d TOENAILS
21t X 6" @ 16" O.0
101-811
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2- X 10" @ 16" O.C.
16-5-1
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
191-311
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
61-1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-01.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-011
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
151-411
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
_J
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
. .
. . . . . . . . . .
+ + + + 4 +
+
+
+ + +
9-
+ . . . .
+ +
+ +
+ + + + + + +
+ + + + + 4 4 + + + +
+
+ +
+ +
+
+
+
4- (TYP.)
+ +
V-0"
------ —7
+/
6'-0"
+ f
+
+ + +
4 + +
+ +
+ +
+
+
N
+
+
+ +
+ +
+
+ + +
/++
+ + +
+ +
+ +
1+
+
+ + + +
+ + + + + . . . . . .
+ +
+ + 9
. . . . .
.
+
. . . . +
.
. . . . . . . . . . .
. .
+
+ +N+
I. + + + 4. 4. 4-
+
15/32" CDX
PLYWOOD OR
7/16" OSB
'RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" D.C. EDGES &
+ + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER
0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
NOTE: r FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BC18JOist
Backer Block
Thickness
Filler Block Thickness
Series
-
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler 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 Old 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.
FILL CELL-\ STD. 900 HOOK F BOND BEAM
1
LU
CONT. #5
STD. 900
CONT. #5 > HOOK BAR
BAR F-7— I
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
FLOOR
SEE PLAN FOR REQ'D SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJ I TO BE CUT TO ALLOW
FOR BLOCKINGITJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
ST LIDS
above to bearing below,
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min
2" ' ) Small gap 2" min.
max. 4" max. Web Stiffener Fastener Schedule
Joist aring Location
Series End I Intermediate
epth
-1/2"_� 2-8d I
BCI 5000sa
2-8d
2i-ad
11-7/8" 2-8d
14" 2-8d
5.8d
Clinch nails - 9-1/2" 2-8d
2-8d
when BC16000se 11-70'_ 2-8d
3-8d
possible BCI 6500se— 14" 2-8d
't-M
16 2-8d
6-8d
77 1 1-7/8" 2-8d
3-8d
---------- BCI 60s@ W 2--8d
5-8d
Tight fit 11 2-8d
6-8d
�11-7La!_ 3-1 6d
3_-._1 6d
2x4/PIywood/OSB web stiffener 2" min- BC190se 14" 5-16d
5-16d
required when indicated or 4" max. _16" 6-16d
6- _-1 6-d
Hangers with side nailing.
Hangers with sides not containing
WEB STIFFENER
top flange of joist.
Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
higher than 15001b.
U�
M
5/8,11
THF
BOL
R TRUSS
'OP PLATE
I.0
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
UPLIFT = 1030#
TYPICAL RT16 INSTALLATION
TYPICAL HTA 20-18 HTA 20
BLOCKING PANEL, INTERIOR INSTALLATION TYPICAL MTW INSTALLATION
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall
BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing
Load aring walls when load beefing - for lateral support when joists
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack meet over wall, or wall stacks directly over wall or LJ
beam below
Load bearing wall must stack over
over squash=20 blocks and
*Non -stacking walls wall or beam below.* blocking and wall or beam below.*
require additional
Joist
When joists meet over wall, provide
consideration. Check
k
L'
0
w
'Jou
he
local building W I -Joist can be offset
13/4" minimum bearing for each.
code for appropriate. PLUMBING LINE
up to 3" to avoid
details in One 10d box
vertical plumbing
areas=20 of high or--20 sinker TOP (2) #5's x 4' 011
lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE
PENETRATION
at bearing. A/C CHASE 4" PVC
JOISTS OFFSET
SLEEVE THRU STEM
N.T.S. WALL 11r.
4
rovi e a equate bearing Use 1 Odx3" nal Is at 6"o.c. for all joist A 4. .4
for each lapped joist.
blocking panel *Non -stacking walls
00
Squash block Od nails require additional consideration.
SECTION INT. BRIG. WALL FINI.(�H GRADE
(2x4 minimum)
N.T.S.
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
D DIMENSION OF LARGEST HOLE
IN BEARING ZONES
NOCKOUT EXEMPTS)
(see table below) D
it (see table below)
DO NOT cut, notch
I I
or drill flanges 1
maim 01*17'.7-
A ROUND HOLE MAY q
CANT, LEVER
BE CUT ANYWHERE IN
THE WEB. PROVIDE AT
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
DO NOT CUT HOLES
LARGER THAN %"
ROUND IN
CANTILEVERS.
8
1 -0.
-1.
1 �-2"
1 �-2"
11-37
1 '-3-
1 �-1 1"
2 '4"
7-9"
y 16" joist 12
V-0"
V-1 "
1 �-2"
V-2"
V-3"
1!-9"
2�4 1"
3�-7"
4'-2"
n (ft) 16
V-0"
V-11"
V-2"
1 �-2"
V-7"
2!-5"
3'-10"
4'-9"
5'-7"
20
V-10i"
V-1 "
V-2"
V-2"
2'-0"
3'-0"
4'-10"
5!-11"
W-11'
7!-11"18'-11"1
24
V-0" ,
V-11"F
17
_2"
V-3"
2'-5-
3'-7-
4!-9-
5'-10"
7!-2"
1 8'-4"
W-113" 11
O�-9"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %2" 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.
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
Joist hanger
Filler block.
Nail with
10-1 Od nails.
QI
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
1/4"-2" gap_�__�
zZI/
cker Block
Be
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
depth
I -JOISTS BUCKETS
N.T.S,
SLEEVE THRU STEM—/,
9 t - , .
SEE PLAN FOR--'
FOUNDATION INFO
STEM FOUNDATION
GRADE
a A
A
REINF. SEE PLAN
A
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
N
SEE FND. PLN I
SIZE & R
PIPE VERTICAL THRU FND.
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION PLUMBING LINE
—4— L
4
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
A
SEE FND. PLN.
SIZE & REINF.
PVC OR SCH40 SLEEVE
PLUMBING LINE
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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 Florida Building
Code Sth Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MJAMES
VERSION NO
10
SHEE7 NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
I - 1
12
7TTYP') VARIES
INSU
5/8" OR 1/2" HIGH -`
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTALJ
NAILER
STD. 90-HOOK (SEE DETAIL
v (1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS HGT. FOR WALL HGT. !� 8,-6,,. (2)
@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
161 TOENAILS T & B 'OR WALL HGT. > V-13".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
(1) LAYER TYPE 11 (#30) (2) #5 CONT ON 3-
6 x 6 W1.4 x W1.4
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl)
PITCH >4:12 L 1 1, . . v
(2) LAYERS TYPE I OR TYPE 11 Y A V
(#15 OR #30) UNDERLAYMENT IIA .. .
. . I>
FOR ROOF PITCH 4:12 OR LESS.
'AfM-
PRE ENGINEERED WOOD Ir
TRUSS @ 24" O.C. U.N.O.
VS
HURRICANE ANCHOR @ EACH ov,
;:TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER TYPICAL INTERIOR BEARING
,,_SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT G�
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=:1'-0" � �3
SN1 ELEV, VARIES FOR ADDITIONAL SLAB
INFORMATION.
'jALUMINUM DRIP
EDGE
,,ALUMINUM FASCIA
2x SUB FASCIA
5/8"OR 1/2" HIGH STRENGTH
�-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
5/8"OR 1/2" HIGH STRENGTH -
(U.N.O.) (OR %" GYP. TYPE "X" @
V
W/ 2-16d TOE NAILS @ EACH END
(U.N.O.) (OR %" GYP. TYPE "X'@
GARAGE W/A HABITABLE ROOM
ABOVE)
S EE UPLIFT SCHEDULE FOR UPLIFT
GARAGE W/A HABITABLE ROOM
S.P.F. DOUBLE
CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
ABOVE)
TOP PLATE
TRUSS ALIGNED WITH STUD BELOW
S.P.F. DOUBLE
8"x8"x16" NOMINAL BLOCK WITH
TOP PLATE
3/8" MORTAR BETWEEN COURSES
USP SPT24
4L
CONNECTOR
"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
USP SPT24
1/2" CDX PLYWOOD OR 7/16" O.S.B.
CONNECTOR
-A
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
1) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS
E-JE
INDICATED ON THE PLAN. ATTACH
FOR WALL HGT. > 8'-6".
SHEATHING W1 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
INSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN
EDGES, AND @ 12" O.C. @ FIELD
TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
2-16d TOE NAILS @ EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20
WHEN TRUSS ALIGNED WITH STUD BELOW
-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
---(1) ROW 2x BLOCKING @ MID HGT. FOR
WALI�-HGT. < T-13". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > T-16".
--4NSULATION PER CHART ON FLOOR PLAN
OLMID Ck DLUkjr\ 5/8 x 10" "J" BOLT @ 24" O.C. W/ or or 122 1 vr% 5/8" x 10" "J" BOLT @ 24" O.C. W/- or or 11,22 CONNEC I OR
2"0016" PLATE WASHER (TYP.) 704/16" PLATE WASHER (TYP.)
ELEV. 0'-0" (ALT- 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE (ALT: 1/2"xl 2" TITEN HD @ 2411 x P.T. BOTTOM PLATE
IE AK O.C.'OR 5/8"x10'WEDGE ANCHOR O.C. OR 5/8"x10'WEDGE ANCHOR
4 kF.F. @ 24" O.C.) 2@1 x 6 W1.4 x W1.4 @ 24" O.C.) 21 6 x 6 W1.4 x W1.4
, . I - :::�L 31/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH
4
4 4 4 \4_L ELEV, 4-3 1/211
4
4 A F . . V�
4 4 A.F.F. 0; 1 L -F J L -7
4 2x4 CON ILL T3"
T� 1 �/2 (nn 4 2"
4 1 A 4 4 4� z 3 M in.)
c\1 A 00
4
4 4 w (311/21"(rnin),-4.1. (31/2"(min.).
GARAGE DEPTH VARIES I I L
7 4" w`�
44 (2) #5 CON
(2) #5 CO T. 4" 1'4" 8" T.
U.N.O. MIN. U.N.O.
GARAGE SLAB AT STEP rB-"� TYPICAL BEARING WALL (ED STEP I@ SHEARWALL ("-C� TYPICAL BEARING WALL @ STEP K`Cc�
SCALE: 3/4"=V-0" \, S3 _) "SHEAR WALL" SCALE: 3/4"=V-101" 1\ S3,) SCALE: 3/4"=V-0" '\_S3.,,)
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
NAILED W/ 8d COMMON NAILS @ 4- O/C
Iz U. /,-2x S.P,F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
EE SOFFIT d = -. --u - -- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
SHEET LOAD BEARING OR - 1-11
10s,
v0s.
8"x8"X16" KNOCK -OUT 8" C M U kt) r%vvvo Ur 4X DLV%.,r\11'4%J I$W x STUDS @ 16" O/C NOTE:
BLOCK W/ 1 #5 CONT. TUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR
r2, ADDITIONAL INFORMATION
FILLED SOLID W/GROUT EXTERIOR WALL THIRD POINTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
1"XPT S
#5 VERT. IN FILLED CELL
7/8" OVER
MI
OT L
J\'
SEE CC/S3 OR A E �� W
G/S3 FOR ANCHOR 3 ETA A H, F�R T 2 AYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL QDAr1C AKIPUAN
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" LL T S L USP SPT22 CONNECTOR
M
8" C.M.U. TYPICAL BOLTINFO. 5/8'14" "J" BOLTS BOLT PLATE WASHER TYPICAL P3RD LAYER /8 THICK. K.O. BLOCK
(IF NO UP LIFT ON @ 24" O.C. VERT. OR //_USP SPT22 @ EA. STUD 2x P.T. PLATE
"S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
11 11 MIN. 2500 PSI CONCRETE SLAB W/
FINISH
1x2 PT WD FURRING @ 24" O.C.--//
H
I
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1/2"GYPSUM WALLBOARD-��
(1) #5 VERT. IN FILL
U.N.O.
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. LAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/-NOTE:EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
;0
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6 MI VAPOR
z
BARRIER
I>
4
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
MIN. CLR.
(2) #5 REBAR CONT.--//
ON 3" CHAIRS TYP.
4"
V-4"
STD. 90 HOOK (SEE
U.N.O.
DETAIL)
-TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-01"
��3�
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO
RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND
CONCRETE SLAB
14" O.H.D. RECESS
ERS� T K
PAV
L k�
M
41'
SEE A/S3 OR J/S6
FOR REINF. INFO, MIN. CLEARANCE
1'�" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1 'j8" (2 STOR )
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3
ADDITIONAL INFORMATION.
(6) 1/4 xj 1/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20- MIN. LAP [24' MIN. LAP] #5 REINFORCING X
*USP SPT22 TYP. SPACED EVENLY FIBERMESH A -j BOLTS 6" MAX FROM
WEEP SCREED INSTALLED BAR X END OF 2- x PLATE
2x P.T. PLATE 1 0
d I PER MANUF. OR #4 REINFORCING BAR W P
2 6M
TE
ASSUMED FINISHED E
A
MONO OR STEMWALL--111 rT. X A
)< W
I> 1< W - -
FOOTING MONO SHOWN GRADE 40 MIN. Fyz; 40ks! x U) 11 . wo
�GRADE
1> #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= WWI X
Ll j I FINISH GRADE ;0 25- MIN. LAP PO" MIN, LAP]
00 6 MIL VAPOR BARRIE I> 'AA,
FOR CLARITY R 17/811
x
C-4 Z
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. 15 8'-6". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"- EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#) s
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
z jo, - - - 1 (2) #5 CONT.- I- :- II-
I I I I -- K .. . - 1 1 #5 LAP SPLICE jf�.
NOTE: I> C14
*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
W/ UPLIFT ONLY F ti -7 -1 95% MODIFIED PROCTOR ASTM
I ILEI I lEl I 1E, LF -- D1557)
I I 1==l I Eid I FI 41'
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION. SLAB INFORMATION.
I
6 x 6 W1.4 x W1A I
WWF OR FIBERMESH
GRADE
igi gt ji.:3 Ir.
I 1:--q- I I # 0 11 �-.# I I Him
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" � S3
BLOCK WALL BEYOND
EXPANSION JOINT
1311
O.H.D. RECESS
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FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STC RY)
V-8" (2 ST RY)
GARAGE DOOR SLAB RECESS K�j
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
MM
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEALANT
INTERIOR 2X STUDS @ 24" O.C. U.N.O.
4 4 3 1/2"
GARAGE
CONCRETE NAILS W 1 1/2 ��-�1/2" GYPSUM WALLBOARD U.N.O.
EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
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SCALE: 3/4"=V-0" ��S 3
E
S3
2 Ills
ON 3" CHAIRS
36' MIN. LAP (36- MIN. LAP]
XX/xx
10.
(TYP.) 8- 1141 8'.
2-
-"'-#6 REINFORCING BAR
#5 STD. 90 HGOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF
WALL W/ UPLIFT
rG
SCALE: N.T.S.
SCALE: 3/4"=V-0"
'\. �3
SEE PLAN
11/2" RECESS FOR RIES
x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH Q.S
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
E
AT 24" O.C. MAX. x
CONNECTION INFO
4
SEE PLAN FOR x
& LAYOUT DESIGN
TOP OF BEAM
SEE ROOF PLAN
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S I RUC I UKAL UULUMN Zill-t
& BASE CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3"TAPCONS AT 8"
O.C.
Cn
0'-0" FIN. FLR.jh
I VAI :1 :1 ;lMil 11111"
TRIM PER PLAN
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
MASONRY WALL AND
PAD FOOTING
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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 Florida Building
Code Sth Edition (2014) Residential, 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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DATE 2/24/2014
TECH: MJAMES
VERSION NO 10
SHEET NO.
S3
(MONO)
I
0
(TYP) SEE ELEV.
USP SPT24 @ EA. STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
CONNECTION
-----2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE
2x BLOCKING @ EACH END W/ 1 Od @
W4
T
4"O.C. FROM EACH HEADER FACE
TO BLOCKING
--(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
SEE TYPICAL WALL SECTION
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/
(3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAILS
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6- O/C IN
EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD IL
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
EXTERIOR FACE OF BLOCK
MIN. EXTENSION FROM
WALLIS 11/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
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
TO DRAIN
WALL CLEAN -OUT
rA
SCALE: N.T.S.
�4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK OUT
BLOCK _W/ (11 NOTCH LINTEL WHERE REQUIRED
)#5 FOR CONCRETE PLACEMENT 7
0 0.
- 0 4
?IN
0
me
HIM
III
III
_0
IN
IIN
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.
Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6-0- IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN,
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
112"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
G
S4
\ _j
_j
0
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR
*1111-N
GARAGE DOOR ROLLER
GARAGEFLOOR CONNECTION ASSEMBLY -
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
-"'POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 7 5/81, 8" 7 5/8" 8"
INTERIOR
WALL
(t,
E
XTERIOR
WALL
1
1ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT D�
SCALE: N.T.S.
��S4�
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING --0t
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)
BOTTOM CHORD OR 2x4
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
LOC
B KING W/ 2-16d TOE NAILS
r(TRUSS
NOT TRANSFER LOAD.
EA H END
C
WALL
4
4
DOOR STOP
1
Uj
0
MO DING
2E <
4 �l!!
2x TOP PLATE
GARAGE
2-16d NAILS @ 24" O.C. OR
DOOR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2 x 6 P.T.
2x STUD @ 2 4
O.C. MAX. .
''1
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
SEE A/S3 FOR
I \
STAGGERED FROM BOT.
DOOR TRACK—/
REINF. INFO.
PLATE TO CONCRETE
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL � �J
TYPICAL GARAGE DOOR BUCK I/ �K
SCALE: N.T.S.
�4
SCALE: N.T.S.
� �4
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 w/ (6)
1 Od x 1 Y2" @ 24"
O.C.
10d NAILS @ 8'—
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
11-41
(2)
(1)
(2)
(1) USP LSTA30
4'-91
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
(3)+
(4)
(2)
(�4)
+(2)
USP LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
1\ �4
\—INTERIOR HEADER
(1) 2x SILL PLATE W/ (2)
BOX HEADER
12d TOENAILS.
ONLY EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
'-2X STUDS TYP.
USP HTT16 TYP. U.N.O. SEE N/!
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLI1
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S. � �4
USP SPT4 SPT24
2X STUDS @ 24" O.C.
0,
��81"X C'
_ �4!0 J." M11OLT
0. AX.
MIN. (2) PER
BOTTOM PLATE
SECTION X-2X P.T.
PLATE
SPT4
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
(TYP.) SEE ELEV.
UPLIFT CONNECTOR (SEE SCHEDULE)
�Y
-Z(T
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.
/-CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6"O/C EDGES & 8"
BLOCKING
LOCKING
O/C FIELD
2X4 PT STUDS @ 16- O.C.
NB
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
USP HTA20 @ EA. STUD
L
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —/U(SEE
SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---- H I
W/ STD. 900 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 SPLICE
2 ROWS 1 Od @ 3" O.C. (14
NAILS TOTAL) EA. SIDE OF
%9 SPLICE STAGGERED
'14,
1 Od @ 8" O/C
ATTACH ALL -j
EXTERIOR STUDS
W/ 14116d TOENAILS
TO Y60 PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC)
OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL
L11--1
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S.
S4
F= 2240 LBS
USP
USP SPT4� SPT241 SP SPT4
2X TOP PLATE
OVERLAPPING
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
/-RECESS
LINTEL
C
USP
USP S PT4�
SPT241
1
\-NAILED INTO
TRANSOM
FRAMING
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
4
USP
SPT22
SID
//-USPT4
NAILED
INTO
TRANSOM
FRAMING
� I [USP SPT22
SPT4
USP SPT4
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
2X8 P.T. BOTTOM P TE
\-5/8"x10J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE) C
--USP SPT4
1
NAI
S
1' T
ROOFTRUSSABOVE
F 2X BLOCKING
---(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
BLOCK W/(1)
#5 CONT. &
VK.O.
FILLED
5/8"X10" J-BOLTS
@ 2-4- O.C.
MASONRY WALL
@
10d NAILS @ 6"O.C.
STAGGERED
0 0 TRANSOM FRAMING
N BEYOND.
Kit -
L PLYWOOD
r
PLYWOOD FASTENED TO TRUSSES 0 rE SHEATHING
WITH 8d COMMON WIRE NAILS @ 4-
O/C BOUNDARIES 6" O/C EDGES KE7 1
& 8" O/C FIELD
SPT4
2X8 P.T. BOTTOM
PLATE
I
0- "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
—PLYWOOD
SHEATHING
MASONRY
WALL BELOW o-:— 5/8"X10" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8"DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24' O.C.
FRAMING DETAILS ABOVE ENTRY
K"R
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO.
10
SHEET NO.
S4
r
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOP CHORD
OR
BLOCKING F
FIRST FOUR
ROWSOF
TRUSSES @
EDGES OF 2x4 CROSS BRACE
SHEATHING APPROX. 8" FROM
TYPICAL@ RIDGEFASTENEDAT
48" O.C. EACHJOINTW/(3) 10d
MAX. & (2)1 Od TOE NAILS @
EA. END @ 48" O.C.
TOENAIL W/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS
TW" OUTLOOKER NAILING SCHEDULE FOR
USP RT16 OR EQUAL @
@ 24" O.C.
7 SHEATHING DETAIL 2"x4"
EA. OUTLOOKER
OUTLOOKER
@ 24" O.C.
45'
24" MAX.
41*1
TOP CORD BLOCKING 45*t
2X4 CONT'L" BRACE
71
USP RT16 OR
US
FOR FIRST FOUR
FASTENED W/ (2) 1 Od
EQUAL@ EA.
Q L@
ROWS OF TRUSSES @
11 3"@ 24" O/C. CMID
OUTLOOKI
OUTLOOKER
EDGESOF
HEIGHT
1" BRACE TO EXTEND
X4 K KERN
SHEATHING TYP. 2X4 KICKER
2x8 SYP#2 1" BRACE TO
EXTEND @ LEAST 90% OF
AT LEAST 90% OF WEB
@ _O�FO/C
@ 8,-011 O/C.
8
2x4 CROSS BRACE
e WEB LENGTH & NOTCH @
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
EACH JOINT W/ (2) 1 Od
USP RT3A WITH 8-8d
7/16" OSB SHEATHING
& (2)1 Od TOE NAILS @
91t:/
FROM LEDGER TP
ATTACHED W/ 10d
EA. END I
BLOCKING
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
1 OdX3" @ 3" O/C
THROUGH CHORD
INTO 2"x6" P.T. PLATE
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CORD ATTACHED W/ (2) 16-d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
7/16" OSB SHEATHING
ATTACHED W/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O
2x4 "T" ON TOP OF PANEL BLOCKING
FASTENWITH 10dx3" @4"O/C SPACED
WEEPSCREED
SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD
INSTALLED PER MANUF
2"x6" P.T. SILL NOTCH 1" BRACE HERE
@ 48" O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED
5/8"x 10""J" BOLT @ 32" O.C. MINIMUM 6" FROM
USP HTA20 OR EQ. @ 6-4- O.C. TYPICAL. INSTALLED PER MANUF.
PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER
USP HTA20 EA TRUSS
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER
@
.
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
VERT. WEB (24" O/C MAX.)
W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
NOTE: IF EMBEDDED TAPCONS.
STRAP MISSED VERTICAL SECTION SECTION
WEB; USE
SCALE: N.T.S.
MSTAM36 ON OUTSIDE SCALE: N.T.S.
SEE STRUCTURAL
NOTES AND NAILING
IG
BACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR
SHEATHING DETAIL
L
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
ELEVATIONS)
7'
SEE STRUCTURAL -
TOP CORD BLOCkING
)CKING
USP RT16 OR EQUAL @
NOTES AND NAILING
JR ROWS
FOR FIRST FOUR ROWS
124" MAX. EA. OUTLOOKER
SCHEDULEFOR
OF TRUSSES @ EDGES
EDGES
SHEATHING DETAIL
OF SHEATHING TYPICAL
PICAL
DOUBI.
DOUBLE TOP PLATE
2"x4" CROSS BRACE
&1",
2 4 Ci
ROSS BRACE APPROX.
APPROX. 8" FROM
.0 USP
8" FROM RIDGE FASTENED AT
F
RIDGE FASTENED AT
SPT4 @ EA.
EACH JOINT W/ (2) 1 Od & (2)
EACH JOINT W/ (2)
STUD
1 Od TOE NAILS @ EA. END
10d & (2) 10d TOE
_2X6 FRAMED WALL - SEE
NAILS @ EA. END
WALL SECTION FOR SPACING
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W1 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
END TYP. TOP &
(2) 16d NAILS
BOTTOM ATTACHED
W/ (2)
-
TOENAILS
8"A 2x4 BLOCKING
2x4 PANEL BLOCKING @ 4
O.C. FOR THE FIRST (4) ROWS
OF TRUSSES FROM EA. END _�2x4'7" ON TOP OF PANEL
TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH
W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C
— 2x4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
SCALE: N.T.S.
REFER TO DETAIL J
BACKNAIL W/ (2)
2x4 OUTLOOKER
W
ON SHEET S5 FOR
SEE STRUCTURAL—-,,.
16d NAILS
@ 24" O/C
X-BRACING, AND TOP
NOTES AND NAILING
I
TOPCORD
CHORD BLOCKING
SCHEDULE FOR
_171
j2
BLOCKING FOR
SP HGAM1 0 W/ (4)
INFORMATION
go
;o
SHEATHING DETAIL
USP RT16 OR
FIRST FOUR ROWS
4"xl-3/4" WEDGE
EQUAL @ EA.
OF TRUSSES @
OLTS & (4) SDS 1/4"
2
ti 1
2"X4" CROSS BRACE
OUTLOOKER
X.
M4A
24" MAX.
EDGES OF
1 1/2" SCREWS
f1i
A
-TWOODTRUSSES
go
90
APPROX. 8" FROM
SHEATHING TYP.
RIDGE FASTENED AT
1" BRACE TO EXTEND
RAT RUN BRACING
EACH JOINT W/ (2)
AT LEAST 90% OF WEB
,,,,--2x4
AT 24" O.C. ON TOP OF
J/
10d & (2) 10d TOE
LENGTH EE TABLE)
BOTT. CHORD FOR 4
TRUSS SPANS
NAILS @ EA. END
AL TRUSS
ATTACHEDW/2-16d
2X4 PANEL BLOCKING
or-112" CDX PLYWOOD OR 7/16"
AT EA. TRUSS JOINT
(2) 2" x 4" LAM I NATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE
FIRST (4) ROWS OF
(2)16d NAILS
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6- O.C.
2X4 BLOCKING @ 24"
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
E
-
ES AND 12" O.C. FIELD
O/C W/ 2 - 16d
(D = 0.148', L = 3-) OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
END TYP, TOP &
- --------
/-JACK TRUSS
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
SEE PLAN FOR
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
W/ (2) 16-d TOENAILS
XONNECTION
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
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
2X47" ON TOP OF PANEL-/
L
OF THE LAST LAMINATION
(SPACE AS SHOWN FOR 3-PLY)
BLOCKING, FASTEN WITH
2X4 BLOCKING W/
1 Odx3" @ 4" O/C
(2) 12d TOENAILS
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN.
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
NON - LOAD BEARIN LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8
���5
ADDITIONAL INFORMATION.
SCALE: N.T.S.
'\.._S5_,)
1INIMUM 2x
'ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S. � S5
12
6.9 MAX. ----
S5
GABLE END BRACING DETAIL
2"X4" OUTLOOKER @ 24"
O.C. W/ (2) 1 Od PER JOINT
ILI 10dXY O/C
TOENA 6" O/C
6d
W/ (2) 1 TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
1" BRACE W/ 1 Od @ 4" O.C.
---Z(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
CONT. BEARING
MEAN WALL HEIGHT UP TO 30*-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
"Al _IZ-
SCALE: N.T.S.
8d @ 6"O/C
WOOD TRUSSES
USP HGAM10 W/(4)-3/16"x1-3/4" -
WEDGE BOLTS & (4) SDS 1/4" x 1
1/2" SCREWS
-BACKNAIL W/ (2) 2x4 OUTLOOKER
16d NAILS @ 24' O/C
TOP CORD
BLOCKING FOR
USP RT1 Ii 6R FIRST FOUR ROWS
EDGES OF
EQUAL @ EA. OF TRUSSES @
OUTLOOKER MAX.
SHEATHING TYP.
0 EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
ABLE TRUSS
1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED W/ 10d NAILS
@ 6" O.C. EDGES AND 12"
I
O.C. FIELD
--(2) 16d NAILS
_Q 2x4 "T" ON TOP OF PANEL
i i i I I
W
X.
2 M7A
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
USP HGA10 @ 36"
O.C.
DBL. TOP STUD WALL
PLATE (SEE TYP
SEC
)
2X4 BLOCKING-,,,,,,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WE
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S.
2x4'T'BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED - 16d NAIL
W/ 1 Od NAILS @ 4" 0.
TYPICAL
W
:4�
GABLE TRUSS WEB
SINGLE 1" BRACING DETAILt/_6
� S5
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
�-7 GABLE TRUSS
TRUSS VERTICAL
.
.
(2) 2"x8" 1" BRACE
USP SPT24 @ EACH STUD FASTENED WITH (3
16d PER SIDE
SECTION
4
SCISSOR GABLE 1171 BRACE r7
SCALE: N.T.S.
AS PER HIB 91 SCALE: N.T.S. �, �5
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 10dx3"@
NEACH CONN. @ 24" O/C
-MOISTURE BARRIER
\_BONDBEAM
MASONRY WALL
RCHITECTURAL FINISH
�A
EXT. WALL CONN. NON - LOAD
BEARING LOCATIO (UNEVEN CLG.) rE
—
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
k\_ S5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"X4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
240'
01011- 3-4-
T-0" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"W' #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.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SECTION r9
SCALE: N.T.S. � �5
'--MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1- BRACE W/ 10d @ 4- O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
@ EACH STUD
GABLE END BRACING DETAIL SCALE:34"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
ENDJACK
1 V-0" MAX.
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NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
R
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
CL
ITOP & BOTTOM CHORD
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SCALE: N.T.S.
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TO FIXED LOCATION ATTACHED W/
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MAY BE PLACED ON EITHER TOP OR
BOTTOM OF THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
Ithin these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEET NO.
S5
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412
(2) LAYERS TYPE I
OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
12 PRE ENGINEERED
WOOD TRUSS @ 24"
HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX.
—SHINGLE ROOF
FOR UNDERLAYMENT
SHINGLE ROOF
REQUIREMENTS SEE R905.
INSULATION—
15/32" CDX PLYWOOD OR 7/16"
BAFFLE
O.S.B. (SEE ROOF NAILING
INSULATION P
SCHEDULE ON SHT SNII)
CHART ON FLOO
PLAN
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STREN
GTH CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
SEE SOFFIT SHEET
CEILING & 8" O/C WALLS
ATTACHED WALL SHEATHING TO
1/2" GYP WB
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
DOUBLE 2X S.P.F. TOP PLATE
1X2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
5j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
U) FOR MORE INFO
16" O.C. 2X S.P.F. STUDS
0 UJ
0
W1 (4) 16d TOENAILS TO TOP PLATE
0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2X BOT. PLATE W/ (2) 10d @ 6" O.C.
_j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID
3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od
_j
=) t@ LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12- O.C. FIELD
U_ INSULATION PER
1/2" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SQ.
B R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
ETAL SEAT
ER PLAN
0
R FELT
<
PAPER FOR
MOISTURE
BARRIER
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
STD. 90 HOOK (SEE DETAIL)
1/2" GYP WB
8"x8"X16" CONC. KNOCKOUT
INSTALLATION PER
BLK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
,,,,�ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
co
I.Ij
4"x4" INSPECTION PORT AT
cr_
a. EACH FILL CELL TYPICAL
1x WD FURRING @ 24"O.C.
LU
a.
CO
AT GARAGE CONTRACTOR
BASEBOARD
TO CUT BLOCK OR POUR
MIN. 2500 PSI CONIC. SLAB
CURB DUE TO SLOPE
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY
410 6" BELOW GRADE
04
FINISH GRADE ;0
cl)
A 4
A
6x6 W1.4xW1.4
WWF OR FIBERMES
Val
STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR
4
(SEE DETAIL)
W/3" MIN. CLEARANCE
,TYP 2-STORY WALL SECTION �j
SCALE:
3/4"=1'-0" S6
USP LSTA24 STRAP W/ 8-1 Old x 11/2" NAILS TO STUD
2nd FLO
BEAM/GI
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S.
USP LSTA24 STRAP W/ 8-1 Old x 1-1 /2"
NAILS TO STUD & 8-1 Od x 1-1/2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL-----
BAND JOIST
'USP MP4F @ 24"
ox. w/ 12-8d NAILS
1 st FLOOR WALL
USP LSTA24 STRAP w/ 8-1 Old x 1 1/2" NAILS
TO STUD & 8-10d x 1 1/2" TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR. SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
2"x4" PANEL BLOCKING @ 48" O/C
FOR THE FIRST V-101" OF END
WALL FROM EA. END. (TYP.) TOP &
'END SHEATHING TO
)F BEAM OR GIRDER
XE W/
I O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 10d @ 6" O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
SPACER
BLOCKS
E
S6
117 CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S. � �6
BOTTOM CHORD ATTACHED W/ (2)
2ND FLOOR FRAMING - SEE
16d TOE NAILS
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
BOTTOM PLATE/CHORD W/ 8d
1TO
@ 4" 012 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
SEE FRAMING
WEEPSCREED
PLAN
INSTALLED PER MANUF.
2"1 CROSS BRACE @ 48"
USP HTA20 @ 24" O.C. W/
O/C FOR THE 1 ST 2'-0" OF
10-1 Od X 1 1/2" NAILS INTO
END WALL W/ (2)1 Odx3" @ EA.
BLOCKING TRUSS & MIN. 4"
END INTO 2"1 BLOCKING
EMBEDMENT IN CONC.
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
'ex -)I U U,) p I
2"x BOT. PLATI
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSIc
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W1 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
USP HTA20 @ EA. TRUSS
W/ 10 - 1 Old x 1 1/2" NAILS INTO FLOOR
TRUSS & MIN. 4"EMBEDMENT IN
KO BLOCK
FLOOR CONNECTION ( B
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(4) 1/4" X 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION,
,-- B.U.C.
8 - 1 Od NAILS TO
STUD PER STRAP
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS.) i(�O �
SCALE: 1 1/2"=V-1)" "6,)
NOTE: 1�1 ",/— SEE SHEATHING
SEE TYPICAL WALL SECTION SPECS ON FLOOR
C/S3 FOR ADDITIONAL
INFORMATION ,�-1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
(1) ROW OF 2x BLOCKING @ MID — I
HGT. FOR WALL HGT. < V-15". (2) 5/8"DIA x 10" "J" BOLT W/ 8"
ROWS OF 2x BLOCKIWG_ @ 3rd PTS EMBED-MENT @ 24" O.C. W/
FOR WALL HGT. > V-13" 2"DIA.X 3/16" PLATE WASHER
USP SPT22 @ EA. STUD F(MIN. SHEAR 3500#. MIN. TYPICAL
2 x STUDS @ 16" O.C. TENSION 2600#.)
2X P.T. PLATE 6 x 6 W1.4 x W1.4
FWWF OR FIBERMESH
;r
-A.
4�.
,'A
FI I � � �;;I I I I I . (3) #5 CONT. ON T
8 V-8" 8" CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rs
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0"
ADDITIONAL SLAB INFORMATION.
S6
15/32- OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
SECTION X_X IF
NOT FULL
HEIGHT SHEET
(2)- 2x TOP PLATE
BEYOND I
=-15/32"OSB
EXPOSUREI
SHEATHING Lu
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SHEATHING
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OPENING
SECTION X-X)
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SEE PLAN
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FLOOR SYST M 11 -1 -JU
77 \-2x'4 P.T. BASE
2x RIBBON OR VERTICAL PLATE BEYOND
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
4 FT.
4 FT.
2
2
5 FT. 4 FT.
5 FT. 4 FT.
2
FT.
4 FT. 4 FT. \
ROOF NAILING ZONE DIAGRAM
ROOF NAILING SCHEDULE:
NAILING ZONES (SHINGLEAN TILE
D�
ZONE 1: 8d RING SHANK NAILS 6"O.C. ON EDGE AND 6" OC IN FIELD
ZONE 2: 8d RING SHANK NAILS 6" O-C. ON EDGE AND 6" OC IN FIELD
z
ZONE 3 8d RING SHANK NAILS 4" O.C. ON EDGE AND 4" OC IN FIELD
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0
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a u i
Lu
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co
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
U. cr
STUD AND OR BLOCKING AT ALL EDGES.
C11 uj 0
A MINIMUM I/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN 1/8"
318" "S"= NAIL 3/8'
SPACING
41t"3144"
S 1/2' S 1/2"
S 112-
4S,
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ W O.C. W18d COMMON NAIL
@ NAIL INT. AT T' O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
W/8d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W1 8d COMMON NAILS @ 4" D.C.
@ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR a VERTICAL
MEMBER IF GABLE END
[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 118".
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W/ 7/16-
OSB FLITCH PLATE TO W/ (2)
12d TOENAILS EA. END, NAIL
FLITCH PLATE To VERTICAL
W1 (4) 8d NAILS
", — "'o v , ""
WALL SHEATHING INSTALL. STAGGERED
&NAILING SCHED. SECTION X-X
r
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS; 12d NAILS
STAGGERED@ 12" O/C FOR
2x CRIPPLES @
2"x10" OR GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
"--INTERIOR
HEADER
10d NAILS @
8" O/C TYP.
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS.
DOUBLE 2x
EXTERIOR HEADERS
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
Nt
EACH SIDE
'IA'
0
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS /
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24- O.C. W/
2"DIA.X 3/16" PLATE WASHE7R
(MIN. SHEAR 3500#. MIN. TYPICA\L
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/6x6 W1.4xW1-4
WWF OR FIBERMESH
4.
E 4 4
7 I=
— 1 _'[="T 4
Cl) =I I MI I I—= 4-.
7 11 r=__ t 11 E.
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
SIZE
EA END
EA END
EA END
EA END
1-4
(1)
(2)
(1)
(2)
(1) USP LSTA30
4`4
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
(3)
(3)
(2)
(3)
1 (2) USP 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.
I USP SPT22 @ EA. STUD
-2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
(3)#5REBARON3"CHAIR--/j 4" 1 """' 1 1-81'
W/3" MIN. CLEARANCE
ALTERNATE FOOTING v
@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" � �S6
FOR 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 Florida Building
Code Sth Edition (2014) Residential. 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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5
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SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION No' 2nO
SHEEr NO.
S6
ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4xll
VL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2X4 UNDER STRINGER GLUED AN
NAI LED TO LAN DI NG BLOCKI NG
— D
2X4 PT NOTCH-4 I I I I
INTO STRINGER I
D
-,-2x8 BLOCKING FOR STRAP
L-1x4 blocking
20" FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD (USP
MTW12)
PLAN VIEW
SCAL-E-T" l'-O;'
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
C:n[:) DICE= AKIM DI IKI IKII=nDRAATInKI
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
JOIST
REHIM7%
SYP
2X8 SYP
2x8
SYP
STRINGER MUST M/
CONTACT WITH LAN
2x4 CUT C..
DOES NOT BEAR IN
WALL GLUED TO
2x8
4(t.) SE
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
41
1V
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
CTION VIEW "All
SCALE: 1 V-1)"
2X4 PT NOTCHED Ih
AND NAILED TO FL(
2X4 CUT ON BEVEL
AT STRINGER CON'
DOES NOT BEAR IN
WALL
SECTION VIEW "D11
SCALE: 1 V-0"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
-2x SYP CUT TO FIT
BEARS IN WALL
-------2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0"
-2x4 GLUED
AND NAILED
SECTION D-D
SCALE: 1 V-0"
2x12 SYP
ALIGN THIS STUD WITH
STRINGER
FACE OF 2ND RISER 314" RISER CUT TO FIT
MAINTAIN BETWEEN J"
AND �'GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
,,�—`Ix4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
RAFT
RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
C
2x4 SYP BLOCKING
FOR STRAP
(USP MTW12) BEHIND
RISER ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" x
2 TAPCONS @ MAX. 32" O.C.
SECTION VIEW 111311
SCALE: 1 V-1)"
R
SECTION VIEW "Ell
SCALE: 1 V-0"
GLUED AND NAILED TO STRINGER
DRAFT
P
SYP DRYWALL STOP
ST NOT TOUCH
IINGERS
G
4 BLOCKING FOR 2x12
4 PT UNDER 2x12
TOP OF
STRINGER
SCAB 2x4 GLUED AND NAILED (EACH
SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
--L---PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ 4" x
2 J" TAPCONS @ MAX. 32" O.C.
) C
_1x4 GLUED AND
NAILED TO STRINGER
VIC11
SECTION VIEW
SCALE: 1 V-10"
CONN. TO BOTT
OF NEWEL POS7
PER CONTRACT
PROVIDE SOLID BLOCKING
LFLOORGIRDER
BELOW ALL NEWEL POST
2X4 CUT ON OR 1 x 16" VL
BEVEL GLUED�� FROM JOIST TO JOIST. USE
AND NAILED TO 2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
LVL
NEWEL POST
it if BLOCKING
SECTION VIEW G
SCALE: 1 1 1-01, SCALE:
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
ID NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
!L POST LET INTO
�LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
JTJ L —
El M
i
I NIIJF
WA
FA
=101011
9 OMEN
MEMO,
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
\/-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
X4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
yAH� SECTION VIEW
SCALE:
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
0
.1
17L2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
xffGLUED AND NAILED TO STRINGER
-.#rOR DRYWALL SPACING
SECTION VIEW 6TAIR C;UN%51 RUG I IUN UE I AlLb
SCALE: 1,-0,; (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED
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*9,
ESS\
To the best of the Engineer's knowledge, Information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION NO.
10
SHEET NO.
ST
Z
?
DOOR JAMB (REFC:D r--11X44 r-1/2" DRYWALL
DOOR JAMB (REFER 11 X 4 11112" DRYWALL DOOR JAMB (REFER
1 X 4 Fl/2" DRYWALL
MAX. 8"
UNACCEPTABLE INSTALLTION
TO SHT. SDW2-Kl"'l P.T.
TO SHT. SDW2-Kl TO SHT. SDW2-Kl
FOR CONN. DETAILS
PROPER INSTALLATION
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
FOR CONN. DETAILS,)tN\_l
FOR CONN. DETAILS
1 X 4
-1 X 4
#5 REBAR
(TYP,) 400
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
X 4
3-1/4" LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LO NG
TAPCONS
f
FURRING
#5 REBAR
*404
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCON. INTO
IG
TAPCONS STAG ERED
STAGGERED @ 16"
X
2X8
(TYPI)
BLOCK@ SPACING
1 DETAIL
jr
O.C. 2-ROWS INTO lX8 P.T. STAGGERED @ 16" O.C.
2-ROWS INTO
lya
lX8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL
STD. 90A
90- HOOK (TYP.)
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
lx4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T.
FILLSOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
A
-3116"x 3 -1/2"
TA N
TAPCON @ 16"
Co4 '
L�J/_J/[
METAL SEAT PLATE
0 C FR
O.C. & 4" FROM
I
lX4 P.T.— -1/211 DOOR JAMB (REFER
3/16" x 3 r r
1/2" DRYWALL
NOTE:
CH END A
DOOR JAMB (REFER EACH END W/ MIN,
KlFOR
DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR
X4
X
LAP SHEATHING TO
BOTTOM OF BAND
2" EDGE DIST.
TO SHT. SDW2-Kl 2 EDGE DIS
4E
TO SHT. SDW2-Kl CONN. DETAIL
4%
JOIST TYPICAL
FOR CONN. DETAILS
FOR CONN. DETAILS 1 Od @ 12" O.C.
2"/0 C
MqpT
lX4
4%,
I
FURRING
3 1 6 'o X 3-
2X8 P.T. WITH 3/16"0 X 3"
LONG TAPCONS
4S
±2- -
N
TC
No FIRST COURSE
USP HGAM10 @ 12" O.C. w/4-SDS
1/4xl 1/2" SCREWS INTO BAND
2x P.T. AS REQlD
.2 yj
2X8 P.T.
STAGGERED @ 16" O.C.
2X8
JOIST & (4) 3/16"xl -3/4" WEDGE
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
NOTCH WEB AT THE
FIRST 2 COURSES
BOLTS INTO K.O. BLOCK
BUILDOUT @ OVER SIZE DOOR
-WINDOW ROUGH OPENINGS/'*'C�C
FILLED CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION
� �H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
�s
SCALE: N.T.S.
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
A
-A
UPLIFT CAPACITY = 945 # FOR 1 STRAP
W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
= 1890 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
z
8"
1 -PLY PRE-ENGINEERED TRUSS
SOLID W/GR OUT
ir
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
1/4" x 3 1/4" TAPCONS
USP RT1 6M W/ (8) NAl 1 NAILS & (6) 1" x 2j"
BLOCK HEADER
TAPCONS
1/2" DRYWALL
(IF TRUSS IS 2 PLY INSTALL USP HTWM16 Wl (6)
10d NAILS x *NAILS AND
8d NAILS AT 8"O.C. AT BUCK
(4) J" X 1 J" WEDGE BOLTS (1) STRAP 1225
A
2 x 8 45 DIAGONAL (4) 10d NAILS INTO
INTO
—LEAVE A CUT OUT IN O.S.B. ON THE
(2) STRAPS 2450#])
BRACE(S) 2 x 8 BRACE/ BLKG.
BLKG
7A
INSIDE TO ALLOW FOR INSULATION
7/16"OSB
TO BE INSTALLED
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 11/2"
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL OLEIN S jB - FOR
i O� S
POLY CELL IN THIS AREA
---2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR 1. 1 1
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 1 Od NAILS
OVERHAN
I m ImTn
n q
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
CONNECT W/ 8d NAILS BRACE/BLKG.
N.T.S.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR--/ ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
PROVIDE TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL
(NTS)
INTO ARCH BLKG. PER
A
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR
THRU
TRUSS AS SHOWN FOR O.H. UP TO Z-13"
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF
ARCH
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 41/V WOOD
[NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
o Iz,
(2) 10d NAILS @ 8" O.C.
ARCH DETAIL
i
WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
TO TRUSS TOP CHORD
SCALE: N.T.S.
SS
O.C. 12
+
+ + IA/ PLYWOOD SHEATHING
11-011 51-011
L L
JACK TRUSS PROVIDED BY SEE
+
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
+
+ +
T_
OlLf IN ISH FLOQ R
2 x 8 BUCK - CONNECT TO BLOCK
SECTION
+
+ BLOCKING AS
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
EMBEDMENT INTOI�.)
PER NAILING SCHEDULE LL
TO SUPPORT
/4" MAX
Z-011 8-1
TRUSS
+ SOFFIT
+
BAR
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
(5) -12d NAILS
+
1.011
CENTERED W/
1 X 4 FURRING BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
IN TOP
KNOCKOUT/
EACH TRUSS
7 1 1 7 1
LL
8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od
CONNECTO R
CHAIR BLOCK
%
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTWN�,
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/ (3)
SLI_
ir
MONO FOOTING
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
12d NAILS
SEE LINTEL
AND SECTION DETAILS
BRACE EXCEEDS 24"
7
JACK TRUSS PROVIDED BY--/
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2X4
%
CLEAN FILL
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
IT
DIRT
2�
TO BE INSTALLED
2
BUILT UP PLWD. BUCK -
4#4' MAX SEE PLAN
PRECAST LINTEL
ffTANDARD b
SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
% SEE ELEVATION
#5 BAR IN
H K 04
go. 00
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W/ (2) #6 X 41/V WOOD
FOR OVER HANG
FILLED C�El_
8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
'(MAX. 4'-0")
L, V VL,
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
Ll % V,.i V I Vw;., V
INSTALL WDW, SCREW_"___�
THRU OSB INTO 2 x 8
O.C.
o ..
ANCHOR INTO ARCH BLKG.
FOOTING SIZE
PER INSTALLATION DETAILS ARCH DETAIL rK
SECTION @ ENTRY
SECTION @ ROOF EXTEN SION
STEMWALL AND
REINF. PERLAN AND STEMWALL
B-B
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
SCALE: 3/4" V-0" \�ll �s
SCALE: 3/4" V-0" � �s
SCALE: 3/4" V-0"
SECTION DETAILS
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
FOR ADDITIONAL INSTRUCTION.
EXTENDS TO SILL.
MASONRY WALL. SEE PLAN FOR
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
REINFORCING. PROVIDE LOWER
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
DRILL 3/4"X6" MIN. HOLE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
SET BAR IN EPDXY
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
HTT16W/(18)-16d NAILSTO
CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
"SQUEEZED"
W , W , M , AT PERIMETER
STUDS & (1) - 5/8" DIA. ALL
____k
COURSES TO PREVENT THE MORTAR FROM BEING OUT.
/4�' EXPANSION BOLT (2
WHERE THIS CONDITION
#5X6'EMBEDDED INTO
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PERANCHOR)
(1) #5 BARS CONT,
TOP WITH MIN. 3" OCCURS
THREAD ROD EPDXIED W/
SIMPSON "SET" EPDXY MIN.
z A
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 61-0"
5" EMBEDMENT & 3" MIN.
0
cn
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
e-F.F.
EDGE DISTANCE
< FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
U uj NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0 2
rA
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
uj _j
a.
REINFORCING AS FOLLOWS:
a.
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
u-
5X6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
EXISTING FOOTING
24 X 'IN ONC,
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
FILLED CELL
SMOOTH. DO NO FURROW.
CN DRILL 3/4"X6" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP)
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
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.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
"o
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" M IN. COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
7r
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
1-1-1 � SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
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"
SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE:
N.T.S.
INSTALLATION OF GLASS BLOCK.
(D
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CROSS BRACING DETAIL (TYP.)r
SCALE: 1/2" V-0"
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002
MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS--i
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
NAILS AT EACH TRUSS INTERSECTION.
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS
MAX & EACH END ALTERNATE
DIRECTION TYP.
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 1/2"=V-101"
WOOD WALL
OR TRUSS.
SEE PLAN
ATTACHED PER NAILING
STRUCTURAL SHEATHING
SCHEDULE
VARIES W1
ROOF SLOPE
�--2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
- TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE: 3/4" = V-0"
CB
VVI r-- I vu t,%" L-r-%%al I I VY "Li
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLKING. NAILED @ EACH
SIDE W/ (3) 12d NAILS WHEN
REQUIRED W/ (2) USP HTW20
W/ (14) - 1 Old X 1 1/2" EACH
TB
i 7 PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 81-011
MAX
TRUSS
ROOF
SEE SHEATHING
PLAN
-.k
2X4 BLOCKING
BETWEEN TRUSSES
,E — ""j
N I SHI
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP,
TRUSS
�'A
(2) 12D NAILS
AT 12" O,C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: 1/2"=11'4'
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP &
BOTTOM OR USP RT7
OR HCLR/LL W/ 8 - 8d
IN PLACE OF (4) 10d
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2
(2) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR USP RT7 @ 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) 10d
COMMON TOENAILS TO RIDE BEAM
2X4 CONT. AT--/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE: 1/2"= V-0"
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES ......
x ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 #2 SPF BRACING @
16" O.C. W/ (4) 12d
COMMON TRUSSES.
TOENAILS TO TOP
SEE TRUSS PLAN
PLATE & (2) 12d END
MIN. (2) 2X4
FOR CONNECTION
NAILS TO TRUSS
SPFTOP
FPLATE
INFORMATION.
BOTTOM CHORD
Al 7A dkVARIES SEE PLAN
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
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.
SECTION
@ ENTRY
SCALE: 3/4" = V-0"
USP LSTA18
CENTERED @
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
HIP
G.T
USP HD4101F BUCK --
SEE ROOF PLAN Fi
MORE IN
(2) 2x8 #2 SYP VY
7/16" O.S.B. FLIT
PLATE TOP @ TI
BRG.
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
USP JUS46 OR JUS461F
BUCKET TO COLUMN
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) USP HTA20's
w/(1 0)-1 Od x 1 1/2 EA. TO COL.
ALT: (2) USP MSTAM36
STRAPS CENTERED
w/(l 3)-1 Old NAILS Ea TO COL.
TIE BEAM
BEAM RAISED ENTRY
MASONRY WALL r4
SCALE: 1/2" V-0-
kSEE PLAN
FOR CANT
f
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE
7/16"OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
7/16" OSB FLITCH PLATE SEEFLOOR FOR
AS
ST
E
REQ'D ONLY WHEN COLUMN SIZZAN E
& BA
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDLILE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT rA
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
USP ST18
TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
2X4 STUDS W/ USP'
SPT22 @ BASE SEE
J/S6 FOR MORE
INFO.
A A
SEE PLAN FOR
SEE PLAN FOR
CANT. IF
INDICATED
0
0
CORNER SEE FOUNDATION
L� PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE: 3/4"=V-0"
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
USP LSTA30 OR
MTW12 TO FLOOR
GIRDER BELOW @ 16"
O.C.
SEE PLAN FOR
16" FLOOR SYSTEM --- FLOOR GIRDER
SEE PLAN FOR
DIRECTION CONNECTION
SECTION FLOOR
CONNECTION r2 2
SCALE: 3/4" = V-0"
SCALE: 3/4"=V-101"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
ju
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
MIDDLE
F SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
'-MASONRY WALL BELOW: USP
HTA1 6 @ 4'-0" O.C. TO GABLE
MASONRY WALL A. TRUSS BEAM BELOW: USP
OR BEAM HTW20 @ 4'-0" O.C. TO GABLE
SEE TRUSS PLAN TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2-�
SCALE: 3/4" = V-0"
EXTERIOR
ATTACHED
SCHEDULE
KNEEWALL
2X4 #2 SYP NAILER. NAIL
TO STUDS W/3-16d @
EA. STUD. TOENAIL EA.
TRUSS TO NAILER W/3-10d
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 4/D1
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
ENTRY FRONT WALL
SCALE: 1/2"= V-0"
USP JU26 OR IF 2 PLY
TRUSS USP JUS26-2
TRUSS TO LEDGER
2X8 #2 SYP CONT. LEDGER W/
(4) 16d NAILS ATTACH NAILS
INTO END OF EACH FLOOR
TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL
(4) NAILS EACH SIDE)
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SEE FLOOR FRAMING
PLAN AND J/S6 FOR MORE
INFO. VERIFY WITH PLAN
FOR LOCATION AND
DIRECTION (IF PARALLE
SEE 202 FOR BLOCKING
INFO)
-MASONRYWALL
(TYPICAL)
SECTION AT LOW ROOF
SCALE: 1/2" V-0"
LOW ROOF/WAL
L
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ USP SPT22 @
BASE & SPT24 @ TOP
2x BLOCKING BETWEEN
STUDS TO TRUSS W/ (2)
12d TOENAILS EACH END
(BETWEEN TRUSSES (2)
12d NAILS TO EACH
VERTIVAL STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
USP MTW12 TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS Wl--II'Z Z FLOOR G.T.
(2) 2x6 BLOCKING UNDER
RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN
EXTENSION SEE TRUSS JUS24-2 EACH END
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
SECTION @ BUMP OUTr3q'N�
SCALE: 3/4"=V-0"
DETAILS & SECTIONS
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To the best of the Engineer's AW",lihfdrmation, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. 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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'NOTED
2:
SCALE: AS
DATE 2/24/2014
TECH: MIAMES
VERSION NO
10
SHEET NO.
D1
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
(1) USP LSTA30 STRAPS
BENT OVER TOP PLATE
TOENAILS 2x4
TO TRUSS TOP
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
1 OR 2 PLY GIRDER
THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2"
TRUSS. SEE PLAN FOR
OF HEADER/STUDS W/ @ 24" O.C.
EXT. SHEATHING
MASONRY WALL
CONNECTION.
(22) 10d NAILS
BELOW AND ALT.
(2) - 2x SPF TOP PLATE
SEE FOR
FLUSH W/ TOP
2 OF MASNORY & 8d
BLOCKING INFO
G)
SEE PLAN FOR CONN.
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
BLOCKING NAILS T/B FLANGE
0
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
DETAILS
2xSTUDS
f2x STU I
U')
FLOOR +
ADHESIVE TO
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2x4 CONTACT
8" O.C. EACH SIDE
)JEr
END OF SILL. MAX. EXTERIOR HEADERS
71 ......
SURFACE A 2x4 #2 BLOCKING
2'
U.N.O. ON PLAN
9- ,
OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
AT 48" O.C.
IF OPENING IS GREATER
THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE
EXCEEDING 6 FEET.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
RIBBON
2X CONT. RIBBON
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
CORRECT BLOCKING
w/ (3) 12d EA. END
INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
L BLOCK
TYPICAL BLOCK
FLOOR DECK
101 JAMB INFO
(2) USP MSTAM36 STRAPS w/ (8) 10d
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
I
1-1/8" RIM BOARD
BLOCKING
WALL
ASTRAP(S)
t
2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od
END OF OPENING TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
z�_ SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO __7
VERIFY W/ PLAN
8d NAILS @ 3" O.C.
IS
JO T SEE PLAN
(2) USP MSTAM36 ST P(S)
I -JOIST SEE PLAN
PACK w/1 Od NAILS FLOOR DECK
MASONRY WALL BELOW. CONTRACTOR 7T
MAY USE (2) SIMPSON MSTAM36 STRAPS
WALL SHEATHING
(2) - 12d TOE NAILS TOP
CENTERED W/ (8) 10d NAILS
TIE BEAM
@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN
w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM INDOW
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 11/2" V-0"
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" = V- 0"
GABLE END RIM JOIST—
O.C. (MAX) AND @ EACH
SIMPSON (2) MSTAM36 W/ (7)
PROVIDE BLOCKING
BLOCKING BELOW.
STRAPS w/ (22) 1 Od NAILS OR (2)
SEE SS FOR RETROFIT
SEE R/S6 FOR
END OF WALL UNDER
1 Od NAILS & (4) X"XZY4" TAPCONS
BELOW JAMBS
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
SIMPSON MSTA36 STRAPS w/ (26) 10d
CONNECTION IF MSTAM36
CONNECTION INFO TO
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED
SECTION CORNER
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
EITHER STRAP IS ADEQUATE
OTHERWISE DETAIL CAN BE IGNORED
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN.
@ 2nd FLOOR
HEADER CONN. 2nd FLOORr4 NN�
SCALE: 1/2" = V-0"
AS NOTED
SCALE: 3/4" V-0"
SCALE: 1/2" V-0"
SEE Q/S4 FOR
JAMB STUD
USP SPT24 @ EA. STUD W/6-10d
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.
USP SPT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP
REQ'D TYP -7 @ 24" O.C.
USP LSTA24 W/(1 8)-1 Od NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
INFO BELOW ON CONNECTION OF PLATE SEE PLAN
1-11W
CRIPPLES IF LONGER THAN 8" TALL.
T_yP-A
2 - 2 x 4 SPF USP RS1 50 W/ MIN. 12" END
US P SPT4 W/ (6)-1 Od X 1 1/2
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
Ar
r2 (�'
T F
TOP PLATES LENGTH ON STUDS W/ (11) 1 Old
(1) USP LSTA30 STRAPS BENT
@ 24 O.C.
NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT
NAILS TO STUDS ABOVE & (11) 1 Od
OVER TOP PLATE THEN DOWN
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE
NAILS TO STUDS BELOW.
THE FACE OF HEADER/ STUDS
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
C nD USP SPT22 W/ (6)-10d TO STUD &
AT 16" O.C. U.N.O.
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
HEADER FLUSH TO OUTSIDE
NAILING AREA (TYP.)
FLOOR PLAN FOR HEADER
2) 2x HEADER
(4) - 1 Od TO PLATE
5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
INTERIOR HEADER
SEE PLAN FOR
COL. SIZE
CONNECTION
SEE PLAN
(2) USP MSTA36 STRAPS CENTERED
EACH END W/ 7" EMBEDMENT. IF
AT STEP DOWN LOCATION, MIN 7"
2xSPF EMBEDMENT PAST STEP.
END OF HEADER SEE Q/S4 FOR
REQ'D JAMB INFO
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING
FLOOR SYSTEM OR
w/ (22) 1d NAILS OR (2) SIMPSON
MSTA36 STRAPS w/ (26) 1 Old NAILS
(EITHER USP OR SIMPSON STRAPS
DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER
PLATE SEE PLAN CONNECTION DETAILS FOR
MORE INFORMATION
12d NAILS AT 6"
BASE PLATE USP SPT4 EACH STUD
2x CRIPPLES @ 16" O.C.
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
2-STY. FRAMING
ARE ADEQUATE)
O.C. TYP T & B
C B I
ED @ HEADER / JAMB CONDITION
W1 (2) 12d TOENAILS T/B
r_(FY-1 V
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
(2) - 1 Od TOENAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2
EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
SYP U.N.O.
(2) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
AND MULTIPLE STUD PACKS
TOP PLATES
OPENING NAILED TO STUD
THAN 4 FEET, BUT NOT EXCEEDING
6 FEET, A MP3 CLIP IS TO BE
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACK W/ 1 Od NAILS @ 8"0. C.—
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2 x 4 #'2 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK WALL-------,
PLYWOOD ATTACHED PER
NAILING SCHEDULE
USP HTT45 BASE W/
4__
AT 16" O.C. U.N.O. (2) 2x HEADER
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ I -JOIST SEE PLAN
x
%
(18) 16d NAILS & %"
ANCHOR BOLT W1
BOX HEADER
SEE PLAN
T4YP F F
PLATE W/ MP3 CLIPS EACH SIDE
2x4P.T. STUDS UNDER 2nd FLOOR HEADER
USP MSTAM36 STRAP(S) '><
CENTERED W/ (8) 10d NAILS
TIE BEAM
.1.
MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
(2) LSTA12 WRAPPED UP
SE PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
CONTRACTOR MAY USE
PROVIDE BLOCKING
RRS
"OIX AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP
SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS w/ (13)
12d TOENAILS T&B
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) Y4"x2,Y4"
BELOW JAMBS
SPT22 & SPT24 (OR SPT4)
CONNECTORS @TOP*
TAPCONS INSTEAD OF USP
PROVIDE (2) CRIPPLES BELOW
PROVIDE EXTERIOR SHEATHING
STRAP. EITHER STRAP IS
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 ST. INT. BEARING WALL
ATTACHED PER NAILING SCHEDULE
ADEQUATE
FOR FTG. REQ.
2x CRIPPLES TO SITUATION. CONNECT G.T. TO
FOR EXTERIOR 2 STORY WALLS ONLY.
MATCHJACK STUDS W/ (2) - HTW20 TOP & (2)
AND EXTERIOR
r5 SHEATHING CAN STOP ONCE UNDER
LOWER
HEADER CONN.
2nd FLOOR
STUDS BELOW HTW20 @ BASE TO HEADER
ROOF.
2 STORY COL. GIRDER
(IF CRIPLLES ARE LESS THAN
SCALE: 1/2" V-0"
SYSTEM 42
SCALE: 1/2" = V-0"
ir7
8" LONG NO STRAPS ARE
SCALE: 1/2" = V-0"
REQ D)
`—ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION DETAILS FOR TO STUDS TO MATCH
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
MORE INFORMATION HEADER STRAPS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) LSTA24 (2) 2x HEADER SEE PLAN
SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) USP LSTA30 STRAPS
US P S PT4 W/ (6)-1 Od X 1 1/2"
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
HEADER/STUDS W/ (22) 1 Od
2) 2x HEADER SEE PLAN
DOUBLE 2x4
USP MP3 EACH END TYP.
OPENINGS LESS THAN 4'-0" WIDE,
(1) USP LSTA30 STRAPS BENT
NAILS
2x CRIPPLES 16" O.C.
MAY BE ATTACHED W/ (2) - 16d
@
TOP PLATE
OVER TOP PLATE THEN DOWN
USP SPT4 W/ (6)-1 Od X 1 1/2"
W/ (2) 12d TOENAILS T/B
NAILS @ EACH END
THE FACE OF HEADER/ STUDS
@ 24" O.C.
HEADER
10
2 WS 10d @
(2) 2x SILL PLATE
W/ (22) 1 Od NAILS
(2) - 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
//,-INTERIOR
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3"0/
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
STUDS @ 16" O.C.
2x CRIPPLES @ 16" O.C.
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TOP SPLICE
W/ (2) 12d TOENAILS T/B
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
EXTERIOR HEADERS
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 10d TOENAILS AT EACH
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x CRIPPLE AT EACH END OF
(2) - 10d TOENAILS AT EACH END OF
END OF SILL (MAX. OPE 10
�NING
OPENING LARGER THAN 4 ft (2) 2x
OPENING NAILED TO STUD
1 SILL (MAX. OPENING WIDTH 4 FEET).
ALT. HEADER ANCHOR
r8
WIDTH 4 FEET). IF OPENING
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W1 10d NAILS
IF OPENING IS GREATER THAN 4,
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
BUT NOT EXCEEDING 6 FEET,
A MP3 CLIP IS TO BE
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
A MP3 CLIP IS TO BE INSTALLED AT
PROVIDE 2X4 ON
SCALE: N.T.S.
INSTALLED AT EACH END
OF HEADER SEE Q/S4 FOR
EACH END.
FLOOR DECK
TOP OF 2x8 TO
REQ'D JAMB INFO
61
BLOCK OUT TOP
2x CRIPPLE AT EACH
END OF OPENING
USP LSTA30 CENTERED
(2) USP MSTAM36 STRAP(S)
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
NAILED TO STUD PACK
W/(22) 10d NAILS
CENTERED W/ (8) 1 Od NAILS
2X CONT. RIBBON
W/ (2) 1 Od NAILS
@ W O.C. 2x4 BEYOND
W1 1 Od NAILS @ 8"o. c.
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
AGAINST 2X8
DOUBLE
CONTRACTOR MAY USE
2x8 TOP
FLOOR TRUSS/ WOIST SEE PLAN
SIMPSON (2) MSTAM36 W/ (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4) Y4"x2Y4"
BELOW JAMBS
2x8 STUDS 2x4 W/ 2 ROWS
SIZE & CONNECTIONS
TAPCONS INSTEAD OF USP
NOTE:
PER PLAN OF 10d NAILS
STRAP. EITHER STRAP IS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN.
2nd FLOOR
ADEQUATE HEADER
CONN. @ 2nd
AT LEAST 4!-0" LONG. TYPICAL
W/ HIGH BM
r9
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = V-0"
SYSTEM 42
SCALE: 1/2" = V-0"
SCALE: 3/4" = 1'-9'
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e , t e structura p ans an sped ications containe
w t n t ese raw ngs comp y w t t e or a u ng
Code 5th Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEETNO.
D2
WEATHER
RESISITIVE
BARRIER
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
EXTERIOR
SHEATHING
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOIr
UNDER DECKING
SELF -ADHERED FLASHING (SEE DETAIL WP07)
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure weather resistive
barrier above header to allow for flashing
THESE DETAILS ARE GENERIC AND
installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
3. Fold weather resistive barrier back over head
BE USED.
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHlh
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
EXTERIOR SHEATHING
14
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
DECK JOIST
NOT USED
NAILING FLANGE
SELF -ADHERED FLASHING
M
ro
WEATHER RESISTIVE
BARRIER
Rp
s 47-- 1
DOOR ROUGH OPENING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
RIM JOIST
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
EXTERIOR SH THINeG
3/4"-l" BEAD OF CONSTR.
INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER
FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN
IN
FLASHING, SEE
UP JAMB 6'. USE LIQUID NAIL BRAND
ID
FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING
.KING
(SEE DETAIL WP01)
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SHEATHING
SELF -ADHERED FLASHING
3" MIN -
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
41T
ri
i cm)
RED FLASHING
APER
kTH
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
FLASHING SELF -ADHERED FLASHING
®RN
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
FOUNDATION WEEP SCREED
NOT USED
SCORED
RELEASE PAPER
FOLDING, SCORE
(BEFORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
0
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612. 10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved 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
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe
following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as in each detail that corresponds to the numbered items in the list of
instructions below: 0
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 scodng cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
h",
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
1 1/2" to 2"
Weep Screed
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/00"N WEEP SCREED DETAIL
\,.� SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
withASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside comer 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 Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. 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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DATE 2/24/2014
TECH: MIAMES
VERSION NO 10
SHEET NO.
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USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report CD_ 0
Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis
A3 I'Ll 7244.1 ESR-3455
A23 FL104 46.2 ESR-2606
HD210-2 F L 17232.3 ESR-3445 HU210-2 FL10655 20 ESR-2549 :3 Cf)
_0 0
HD212-2 FI-172323 ESR-3445 HU212-2 FL10655.23 ESR-2549 0
Q
HD216 FL17232,3 ESR-3445 HU216 FL10655.29 ESR-2549 L_
0 _C)
HD216-3 FL17232+3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (__ -0 "
HD26 FL172321 ESR-3445 HU26 FL10655,31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if ICU 0 4- CZ
0 >
HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the U) 0
HD410 FL 17232 4 ESR-3445 HU410 FL10655 44 ESR-2549 product approval number for any of the applicable listed products. L ---
�Q_ C/) CL
HD412 FL17232 4 ESR-3445 HU412 FL10655.45 ESR-2549 0-
HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures
HD0410 FL 17241.5 ESR-3444 HUC0410 FL 11468.11 SIM200804 1. EXTERIOR DOORS
HGA10KT FL17236.6 ESR-3448 HGA10KT FL1 1470 4 SIM200803 A SWINGING ThermaTru Smooth -Star and Benchmark FL15225,5 +67 0/-67.0 psf
HGAM10KT FL176991 Evaluation Report HGAM10KT FL1 1470 4 SIM200803 ThermaTru Premium, Construction Series and Benchmark FL15225,6 +47 0/-47.0 psf
ThermaTru Fiber Classic / Smooth Star FL15000.1 +55,0/-55,0 psf
HHCP2 FL17236 7 ESR-3448 HCP2 FL10447.2 ESR-2551
HTA16 FL17680,2 Evaluation Report HETA16 FL 11473.5 SIM200802 B SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332 5 +40+01-40 0 psf
HTA20-18 FL17680,2 Evaluation Report HFTA20 FL11473 5 SIM200802 C SECTIONAL Clopay Building Products Residential WndCode Doors W5 (BX7) FL15279.37 +30,0/-32 0 psf
HTT16 FL17324.1 Evaluation Report HTT16 FL114961 ES-0130 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30 0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FL114961 ES-0130 Clopay Building Products Residential WndCode Doors Wr) (8X7) FL15279.85 +38.0/-42 0 psf
HTT4 1`1_17219�2 ER-0200 HTS16 FL10456 22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37,0/-41,0 psf
HTT5 FL17219 2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537 1 N/A (see inst sht)
HTW16 FL17244.8 ESR-3455 HTS24 FIL10456.24 ESR-2613
HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 2. WINDOWS
HTW24 FL17244.8 ESR-3455 HTSM16 I'Ll 1473.11 SIM200802 A SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50 01-55.0 psf
HTW30 FL17244,8 FSR-3455 HTSM20 I'Ll 1473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217 7 - FL15217.9 +40.01-50 0 psf
HT" 16 FL6223 2 Evaluation Report HGT2 FL10456.18 ESR-2613 B HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288 I - FL15288.2 +40.0/-50 0 psf
HTWM20 FL6223 2 Evaluation Report HGT3 FL10456 19 ESR-2613 General Aluminum Company Series 1980/1990 FL15288.3 - FL15288 4 +40.0/-50�0 psf
HUGT2 FL6223 3 Evaluation Report HUS210-2 FL10655 92 ESR-2549 C� FIXED General Aluminum Company Series 1550/1570 FL15278 4 - FL15278,5 +40.0/-40.0 psf
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655 93 ESR-2549 General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf
HUS210-2 FL1 7232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 D MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 NIA
HUS212-2 F1_1 7232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 E, OTHER Z
HUS26 I'Ll 7232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549
HUS28 FL17232,7 ESR-3445 LU24 FL10655 103 ESR-2549
3- PANEL WALL
HUS28-2 FL17232.7 ESR-3445 LU26 FL10655 104 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL 13192 1 - FL 13192 2 N/A
JL24 FL17232 8 ESR-3445 LUS210-2 FL10655 107 ESR-2549 W
JL26 FL172328 ESR-3445 LUS24 FL10655.109 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL152721 - FL15272.2 +70.0/-70.0 psf
JUS210-2 FL17232 12 ESR-3445 LUS26 FL10655.111 ESR-2549 C. OTHER
JUS24 FL17232 11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 4. ROOFING PRODUCTS MJ
JUS26 FL17232,12 ESR-3445 LUS28 FL10655.113 ESR-2549
JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444 1 N/A
JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 XT25 (and AR), XT30 (and AR)
JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 LSR-2105 B UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328,6 N/A
KLEG3 FL1 7241.15 ESR-3444 LSTA12 FL10852 4 ESR-2105 HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL216751 N/A
KST260 I'Ll 7244,15 ESR-3455 LSTA15 FL10852 4 ESR-2105 POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5
LSTA12 FL17244,18 ESR-3455 LSTA18 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED
LSTA15 F L 17244 18 ESR-3455 LSTA24 FL10852.4 ESR-2 105 D ROOF VENTILATORS Thompson Arch Metal Comp Off Ridge Vents FL5219.1 - FL5219 3 N/A
LSTA18 FL17244 18 ESR-3455 LSTA30 FL10852 4 ESR-2105 Florida Metal Products, Inc Vent RV 10 FIL2075.1 N/A
LSTA24 FL17244 18 ESR-3455 LSTA36 FL10852,5 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A
LSTA30 FL17244.18 ESR-3455 LTT19 F L 11496.3 ER-130 O'Hagin Manufacturing, LLC O'Hagin's CloaKded Vent Tile FIL16588.1 N/A
LSTA36 FL17244.18 ESR-3455 LTT20B I'Ll 1496.3 ER-130 L ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849 26 N/A
LTS19 I'Ll 7219 3 ER-0200 LTT131 FL1 1496 3 ER-130 Boral Tile Saxony 900 FL7849.13 - FL7849 16 N/A
LTS206 I'Ll 7219 3 ER-0200 LTS12 FL10456.29 ESR-2613 F. OTHER
LTT131 I'Ll 7219.3 ER-0200 LGT2 I'Ll 1470 7 SIM200803 5. SHUTTERS
LTW12 FL 17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 A STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076 2 N/A
LUGT2 FL17240.2 ESR-3447 A34 FL10446 3 ESR-2606 Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54,0/-54.0 psf
MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 All American Shutters Galvanized Steel Storm Panels FL17869 1 N/A
MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 6.STRUCTURAL
MP5 FL17244.22 ESR-3455 MSTA12 FIL10852.8 ESR-2105 COMPONENTS
MPH3516 FL17240 3 ESR-3447 MSTA15 FL10852.8 ESR-2105 A WOOD CONNECTORS/ USP Structural Conn. see chart
MSTA12 I'Ll 7244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA15 FL1 7244.18 ESR-3455 MSTA24 FL10852,9 ESR-2105 B I RUSS PLATES I rW Building Components Alpine Truss Plates FL1999.1 - FL1999 4 N/A
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852 9 ESR-2105 MiTek Industries, Inc Truss Plates FL2197.1 - FL2197 5 N/A
MSTA24 I'Ll 7244. 18 ESR-3455 MSTC40 FL10852 11 ESR-2105
MSTA36 I'Ll 7244 18 ESR-3455 MSTC52 FL10852.11 ESR-2105 C ENGINEERED LUMBER Roise Eng. Wood Prod Versa -Lam SID FL1644.1 N/A
Boise Eng. Wood Prod Wood I -Joists ALLJOIST FL1645 1 NIA
MSTC40 FL17244,26 ESR-3455 MTS12 FL10456 33 ESR-2613 Weyerhaeuser Engineered lumber - TJI FL16301 - FL1630 11 NIA
MSTC52 I'Ll 7244 26 ESR-3455 MTS16 FL10456,34 ESR-2613 Weyerhaeuser il-evel Rim Board. LVL, PSL, LSL FL6527.1 - FL6527 4 NIA
MTW12 FL1 7244 8 ESR-3455 MTS18 FI-1045635 ESR-2613
MTW16 FL 17244 8 ESR-3455 MTS20 1`1_10456�36 ESR-2613 D MATFRIAL Cast -Crete Corp. High Strength Concrete Lintels FL158 1 N/A
MTW18 FL17244 8 ESR-3455 MGT I'Ll 1470.9 SIM200803 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA
MTW20 FL17244 8 ESR-3455 MBHA3.56/11 25 FL10866,12 ESR-2616 Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450 1 N/A
MUGT15 FL17240 5 ESR-3447 MBHA3.56/16 FL10866 12 ESR-2616 Powers Steel, Inc I PowerBOX8 Lintels I FL1 1383 1 N/A Cn
NFM35X12 FL578 2 Evaluation Report HDU2-SDS2.5 FL10441 4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products. the following information must be
available to the inspector on the jobsite, 11 copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
NFM35X16LI FL578 3 Evaluation Report GLTV3.516 FL106678 ESR-2615 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection (D
PAU44 FL17239.13 ESR-3449 FGTR I'Ll 1473 2 SIM200802
PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105
PH02A FL17219.4 ER-0200 H1 FL10456.5 FSR-2613
PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456,7 ESR-2613
RS150 FL17244.27 ESR-3455 H10A FI-1045&6 ESR-2613
RT15 FL17236.11 ESR-3448 H3 FL1G456 13 ESR-2613
RT16-2 FL17236,10 ESR-3448 H4 FL10456.14 ESR-2613
RT16A FL17236 10 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DAlE
RT3A FL17236.11 ESR-3448 112�5 FL10456.11 ESR-2613
RT4 FL17236 11 ESR-3448 H2.5A FL10456.12 ESR-2613
RT5 FL17236.11 ESR-3448 H8 I'Ll 1470.3 SIM200803
R77 FL17236.11 ESR-3448 Spi FL 10456 41 ESR-2613
RT7A FL17236.11 LSR-3448 SP2 FL10456 42 ESR-2613
RT8A FL17236.11 ESR-3448 SP4 FL10456A3 ESR-2613 >
SPT22 F1_17244.30 ESR-3455 SP6 FL10456,44 ESR-2613
SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 0
SPT4 FL17244.32 LSR-3455 SPH4 FL10456,46 ESR-2613
SPT6 FL17244.32 ESR-3455 SPH6 F1_10456A7 ESR-2613
SPT8 FL17244.32 ESR-3455 --- Z3
SPTH4 FL172".32 ESR-3455 SPH8 FL 10456 48 ESR-2613
U24 FL10655 141 ESR-2549
I'Ll 7244,32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549
SPTH6 0
SPTH8 I'Ll 7244 32 ESR-3455 HHUS410 FL10655 4 ESR-2549 O_
SUH24 F L 17232 14 ESR-3445 HGUS5.25/12 I'Ll 1468 11 SIM200804
THD28 FL17232,17 ESR-3445 HGUS414 FL11468 10 SIM200804 (D
THD28-2 FL17232.17 FSR-3445 HDQ8-SDS3 I'Ll 0441 1 ESR-2330 U)
THD410 FL17232.17 ESR-3445 MSTAM24 I'Ll 1473 19 SIM200802 M
THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 M
THD612 FL17232,17 ESR-3445 MSTCM40 I'Ll 1473.19 SIM200802 <
THDH414 FL17232 18 ESR-3445 HHETA20 I'Ll 1473.9 SIM200802
UGTS3F FL2033A Evaluation Report LGT3-SOS2 5 I'Ll 1470.7 SIM200803
UPHD8 FL17219 6 ER-0200 LGUM26-2 I'Ll 1473 12 SIM200802
0 Lii
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SHEET NO.
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 2
1/912017
FLN1522543
2209
EntftV or
Date 20 Date Pend Ina
Date
Type Venlo
Manufactu
Contact, Ena Ineer & Licarm
Validated By
Submitted E§2A22OLW
Approved Status
Revision 2014
Therme-Tru Corporation
RickWright National Accreditation &
Ryan J. King, P.E.
06/2a/2015 06113/2015
07/05/2015 Approved
Category'. Exterior Doors
(419) 298-1740 Management Institute
(813) 767-8555
subcategory: Swinging Exterior Door Assemblies
rickyv@rwbidgeonsuftents.
FL81 5Z15,R3
Compliance Method: Certification Mark or Listing
Products
com
Quality Assurance
Approved for Use Approved for Use
impact Deslan
3`101
Product Model, Number or Nam a
Product Description
Contimet Expiration Date In HVHZ Outside HVHIZ
Resistant Pivasure
5
e. "Smooth-Star", and &quc�Benchmsrk by
e/8 and a10 Opaque and Glazed Fiberglass Door with
12131/2021
No Yes
No N/A
Therma-TnAquot
and without Sidelites. Inswing and Outinving
6
f, "loremeum Senes", &,quot'.Construction
8/8 and 8/0 Opaque and Glazed Sleel Door with
12/3112021
No Yes
No N/A
SerIes&qucK and "Banchrnark by Therma-Tru"
Transoms, With and without Sideliles Iniewmil and
with Transoms
Outswing
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL*102TM4
22a Entity or
Versio Manufacturer Contact Enalnew & License Validated By
Revision 2014 Clopay Building Products Company Mark Westerfield I ntertak Testing Services NA,
Approved
Category. Exterior Doom (513) 770-8= Inc (513) 519-8566
Subcategory: Sectional Exterior Door Assemblies nivvesterfieldCclopay.corn
Compliance Method: Certification Mark or Listing
FLNJ 5279-114 Prod ucts
Pagel of 1
1/912017
20 20 Date Pond Ina Date
Validated Su bm Itted FBC Approval Approved
Gary Pfuehler 06/1 Z12015 03/19/2015 08/21/2015
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
-sag X
Product Model, Numbqr or Name
Product Description
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
37
037 W5-09 PAN-21`1 51: 84A, 94, 73, 75,1500, 190. 76.
Steel Pan (min. 25 go.) Single -Car (up to 9'9'vAde)
05/21/2028
No
Yes
No
+30 PSF/-32
76V, 4RST, 4RSF, ORST, ORSF, 2RST, 48. 42, 55, 48B,
WI NDCODE 74; W5 Garage Door
PSF
428,55S, GD5S, G05SV, GR5S, GR5SV, AR5S, AR5SV,
ED5S, ED5SV
53
053 M-1 6 PAN-2Fl 53: 84A, 94, 73, 75, 15W, 190, 4RST.
Steel Pan (min. 25 ga.) Double -Car (97 to 16'0'
0501/2028
No
Yes
No
+30 PSF/-30
4RSF, ORST, 6RSF, 48,42,55.48B, 42B, 55S, GD5S.
wide) WINDCODE® W5Garage Door
PSF
GD5SV, GR5S, GR5SV, ARSS, ARSSV, EDSS, ED5SV
85
086 WB-09 PAN-2F1 53: 73, 75. 84A. 94, 42, 48, 42B, 48B.
9sel Pan (rnin, 25 ga.) Sngle-Car (up to 9'0"wide)
05/21/2028
No
yes
No
+38 PSF/-42
4RST, 6RST, GD5S, GR5S, AR5S, ED5S
W NDCODE 74; W6 Garage Door
PSF
102
102 M-1 6 PAN-2F1 53: 73. 75, 84A, 94. 42, 48, 42B. 48B.
Steel Pan (min. 25 ga.) Double -Car (97 to 162"
05/2112028
No
Yes
No
+37 PSF/41
4RST, 6RST, GOSS, GR5S, AR5S, ED5S
wide) WINDCODE 74; W6 Garage Door
PSF
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
1/912017
F1.815288-R2
Code
Entity or
21M 201
Date Pending
2da
I= Versio
Manufacturer
Contact Enalneer & License
Validated By
Validated Submitted
FBC Approval
Approved
Affirmation 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lornas
Steven M. Urich, PE
04/3012015 04/3012015
05/1012015
Approved
Category: Windows
(717) 365-3300 PE-62514
(717) 317-8454
SubCategory: Horizontal Slider
bsMinger@mhW.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*16288-R2 Products
AW
Product Model. Number or Name
Product Elliscription
QuaittvAsaurance
Contract Expiraticago
Approvy2d for Use Approved
In HVHZ Outside
for Use
HVHZ
Impact
1311111111=
Destan
EMIM
1
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
l2f3l/2017
No
yes
No
N/A
72)(54
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12t3l/2017
No
Yes
No
N/A
72)34
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12/3112017
No
Yes
No
N/A
SLIDER 108X48
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12/31/2017
No
Yes
No
NIA
SLIDER
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 2
119/2017
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
1/912017
FL#15000-R2
Qft Entity or Date 20 Date Pending Do
I= XilMtga Manufacturer Contact Eno Ineer & License Validated BV Validated Submitted FBC Approval Approved J'aw
Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07105/2015 08/19/2015 Approved
Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767.M55
Subcategory: Swinging Exterior Door Assemblies rickwQrwbIdgconsultants.
Compliance Method: Evaluation Report from a com
F orids Registered Architect or a Licensed Florida
P=ional Engineer
FL#1 $000-R2 Products
Quality Assurance Approved for Use Approved for Usla Im pact Design
AKA Prod uct Model. Number or Nam a Product Description In HVtZ Outside HVHZ Resistant Pressure
1 a. "Fiber-CIsssic", or "Smoc0th-St8r" 6'8 "Non-Impact" Opaque Fiberglass 12/31/2MOI yes Yes No N/A
Door with &, without Sidelits(s) - Outswing (K OX
or XO, OXO, XX, OXXO Configurations)
F1.111111537-RO
Code
Two Versia Manufacturer
Revision 2014 CURRIES Division of AADG, Inc
Category: Exterior Doors
SubCategory. Exterior Door Components
Compliance Method: Certification Mark or Listing
FLX1 1537-RS Products
22" Product Model. Number or Name
1 607, 707, 727, 747, and 847 Single and Pairs of Doors
2 M, CM, and G Series Frames
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Enalneer & License
Nelson Kraschel UL LLC
(641) 423-1334
nelwn.kraschelCdoorgro
up.com
Product Description
Flush, Glazed, and Louvered single and pairs of
hollow metal doors
Three sided and four sided single and pairs of
frames. Tansom frames.
Validated By
Ted Berman, PE
(305) 8W4707
Page I of 1
1/10/2017
20 Date Pend Ina 20
Validated Submitted FaCAoproyal Approved status
07/2112015 07/2112015 07/27/2015 Approved
Quality Assurance Approved for Use Approved for Use Impact Design
Contract Expiration Date in 14VKZ Outside HVHZ Resistant Pressure
12/31t2017 Yes Yes Yes N/A
12t3l/2017 Yes Yes Yes N/A
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 3
1WO17
FL#15279-R4
Code Entity or 21112 M Date Pend Ina Date
Im �_ersig manufacturer Contact Enalnear & Ucertse Validated By Validated Submitted FBC Approval Approved Status
Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/0112015 06131/2015 09/05/2015 10/16/2015 Approved
Category. Windows (717) 365-3300 PE-62514 (717) 317-8454
Subcategory. Fixed
bsidinger(onliwd.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florda
Professional Engineer
FLO15278-P-4
Products
AW
Product Model, Number or Name
Product Description
4
SER�ESGAWSALUM�NUM PW
SERIES GA 195 ALUMINUM P`WNI96X48 FIN
5
SERESGA195ALUMNUM PW
SERIES GA 195 ALUMINUM PWN172X72
FLANGE
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWNI96X48
FLANGE
8
SERIES GA 275 THERMALLY BROKEN ALUMINUM
PW SERIES GA 275 THERMALLY BROKEN ALUMINUM
PW NI 72X72 FIN
9
SERIES GA 505 ALUMINUM PW
SERIES GA 505 ALUMINUM PWN172X72 FIN
Quality Assurance
Contract Expiration Date
1213112017
Approved for Use
In HVHZ
No
Approved for Use
Outside HVHZ
yes
Impact
Resistant
No
Design
Pressure
N/A
1261/2017
No
Yes
No
NIA
12/31/2017
No
Yes
No
N/A
l2f3l/2017
No
yes
No
N/A
12131/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
I/9n017
F1.031192-Ril
FL*15272-Ri
Code
Erift o
Date Daft Date Pend Ina
20
22A
Entity or
219 20 Date Pend Ina
Date
Ve-mlo,
Manufacturer
Contact
Engineer & License
Validated By
Validated Su bm fitted FOC Approval
Approved 3-t at u s
T Versio
kankfal;=
Contact 111WAULAI"M
Validated By
Validated Submitted EBC Apgroyal
Approved Status
Revision 2014
James Hardie Bulkling Products� Inc,
Pingsheng Zhu
Ronald 1, Ogaws
John Southard, P.E.
08126/2015 08117/2015 09/07/2015
1 Otl 8/2015 Approved
Revision 2014
Alsids
NIckThompson Lyndon F. Schmidt, P.E.
Ryan J. King, P.E.
OX=015 02119/2015 03/01/2015
04/15/2015 Approved
Category: Panel Walls
(909) 349-2927
PE-24121
(352) 387-2526
Category,. Panel Walls
(330) M-2389 PE-43409
(813) 767-6555
Subcategory: Siding
pingsheng.zhu@jameshar
SubCategory: Soffits
nthompson@aiside.00m
Compliance Method: Evaluation Report from a
die.00m
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Professional Engineer
Professional Engineer
FL#13192-R4
Products
FLA15272-Rl Products
Quality Assurance
Approved for Use Approved for Use
Impact Desion
QualltyAssurance
Approved for Use Approved for Use
Irn pact Daillan
11211
&W uct Model. Num ber or Nam a
Product Description
Contract Dpirration
21k in HV1iZ Outside HVHZ
Resistant Pressure
Product Model, Number or Name
Product Description
Contract EpKpinition
Date In HVHZ Outside HVHZ
Resistant Pressure
1
Complank Lap Siding
fiber -cement lap siding
01101/2018
yes Yes
N/A NIA
1
a. "ZT" Soffit
Vent or Solid Vinyl Soffit
1213112018
No Yes
No N/A
2
HardiePiank Lap Siding
fiber -cement lap siding
01/01/2018
Yes yes
N/A NIA
2
b. "Allianc9T4", Soffit
Vent or Solid Vinyl Soffit
12131/2018
No yes
No N/A
FLX15332-R3 Prod U01
SOQ # Product Model, Number or Name
4 SERIES 420 ALUMINUM SGD REINFORCED
5 SERIES 420 ALUMINUM SGO REINFORCED
7 SERIES 420 REINFORCED ALUMINUM SGD
8 SERIES 430/440 ALUMINUM SGD
9 SERIES 430/440 REINFORCED ALUMINUM SGD
FLO15217-R4
220
I= Y2=
Manufacturer
Revision 2014
MI Windows and Doors
Category: Windows
SuloCategory: Single Hung
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*15217-R4 Products
§W
I. Number or Nam a
4
SERIES GA 195 ALUMINUM SH
5
SER�Es GA 195 ALUMINUM SH
7
SERESGA 95ALUMINUMSH
8
SERIES GA 195 ALUMINUM TRIPLE SH
9
SERIES GA 195 ALUMINUM TWIN SH
171.11115333-R2
22"
Varalo Manufacturer
Revision 2014 MI Windows and Doors
Category: Windows
Subcategory: Mullions
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15333-R2,PM9ucts
ba Produ(g Model, Number or Name
7 1445,5347 AND 5547 VER71CAL MULLION
FL#5444-RIO
220
Verslo, Manufacturer
Revision 2014 CartainTeed Corporation -Roofing
Category: Roofing
Subcategory-. Asphalt Shingles
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#DW,91 0 Fr94 ucts
3-0 Product Model. NumkjLgLkWmj
I CartainTeed Asphalt Roofing Shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Description
SERIES 420 ALUMINUM SGD REINFORCED 0)�
XO, )0(96"x96"
SERIES420 ALUMINUM SGD REINFORCEDXXX
143" "
SERIES =REINFORCED ALUMINUM SGD OXO
146"x96"
SERIES430/440 ALUMINUM SGD XXX
l43"%x80"% NON -REINFORCED
SERIES 4301440 REINFORCED ALUMINUM SGD
)O(X l43"x98"
Page 1 of 2
1/912017
Quality Assurance Approved
for Use
Aparoved for Use
Im pact
Desion
Contract Expiration Date
In HVHZ
Outside HVHIZ
Resistant
Pressure
12131/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
NIA
1213112017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
125112017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Enttty or
contact Enalneer & License
Brent Sidinger Luis Roberto Lomas
(717) 385-3300 PE-82514
belflingerCmiwd.com
Product Descricition
SERIES GA 196 ALUMINUM SH NI 44X$4
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM TRIPLE SH NI
CONTINUOUS HEAD AND SILL 108X72 NON
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI
CONTINUOUS HEAD AND SILL 88 1/8X72
Validated By
Steven M. Urich, PE
(717) 317-8454
Page 1 of 2
1/9=17
Date 20 Daft Pendina 20
Validated Submitted fj2AWU" Approved Status
08/30/2015 06/25/2015 07/0612015 08/19/2015 Approved
Quality Assurance
Approved for Use
Approved for Use
[in pact
Design
Contract Expiration Pift
In HVHIZ
Outside HVHIZ
Resistant
Pressure
1261/2017
No
Yes
No
N/A
12/31/2017
No
yes
No
N/A
12131/2017
No
yes
No
N/A
12131/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity o
Contact Engineer & License
Brent Sibinger Luis Roberto Lomas
(717) 305-3300 PE-62514
bsitlingerCm1wd.corn
Product Descriation
1445,5347 AND 5547 VERTICAL MULLION
Validated By
Steven M. Urich, PE
(717) 317-8454
page 1 or 1
1/WO17
Date 20 Date Pending 20
Validated 1111111111M E02AWXL)ffil Approved Status
06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved
Quality Assurance Approved fpr Use Approved for Use Impact Design
ILH= Outside HV1iZ Resistant Pressure
12/31/2017 No Yes Yes N/A
Florida Department of Business & Professional Regulation Page 1 of 2
Building Codes and Standards VW017
Product Approval Application Detail
Eirtity or 20 Do Date Pend Ina 20
Contact Enalneer & License Validated BY Validated JWM= FBQ Approval Approved
Mark Hamer Robert Nierninen John W, Knezovich, PE 12/14/2016 12108/2016 12J15/2018 Pending FBC Approval
(610) 661-5847 PE-591 66 (954) 772-6224
mark, d, herner@sairyt-gob
ain.com
Quality Assurance ApprovedforUse ApprovedforUse Impact Desian
Product Description Contract Expiration 5ate In HVHZ Outside HVHZ Resistant Pressure
3-tab, 4-tab, strip (no -cut-outs), laminated and 071030017 No Yes NIA N/A
architectural asphalt roof shingles
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FL#12328-RT Products
AW Product Model, Number or Name
6 No. 15 UL
Florida Department of Business & Professional Regulation Page 1 of 3
Building Codes and Standards 111WO'17
Product Approval Application Detail
Quality Assurance Approved for Use Aociroved for Use Impact Design
Product Description In HVHZ Outside HVHZ Resistant Pressure
Asphalt saturated organic fell 01/MO7/201 No Yes N/A N/A
Search Criteria
Code Version:
2014
FL At
12328
Application Type:
ALL
Product Manufacturer:
ALL
Category:
ALL
Subcategory,.
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for use In HVNZ:
ALL
Approved for use outside HVHZ:
ALL
Impact Resistant
ALL
Design Pressure:
ALL
Date From:
ALL
Date To:
ALL
FL#2075-R7
221k
Versio Manufacturer
Affirmation 2014 Florida Metal Products Inc.
Category: Roofing
SubCabagory: Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL$2075-R7 Products
I
ad" Product Model, Number or Name
1 RV1 0
FLOM9-R9
Code
Type Verillo
Manufacture
Revision 2014
Boral Roofing / Monlorl-ifetile
Category: Roofing
SubCatogory: Roofing Tiles
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#7049-R9 Products
S" X
Product Model, Number or Narrig
13
Saxony 700 - Shake, State & Split Shake
14
Saxony 900 - Country State, Shake &,, Slate
15
Saxony 900 - Country Sats, Shake, Slate & Split
Shake
18
Saxony 900 - Hartford Slate, Split Old English Thatch,
Shake, Sate, Country Slate
24
villa 9W
25
villa 9W
26
Villa 900
FL#1205"5
2=
Versigi Manufacture
Revision 2014 Town and Country Industries,
Category: Shutters
SubCatsgory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#120WR5 Products
h2a
1 0.050" Aluminum Storm Panel
2 "Satety Edge" Storm Panels
3 24ga Steel Storm Panel
4 Aluminum Hinged Storm Panel
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards 1=017
Product Approval Application Detail
Entity or 2& Date Date Ponglina 21a
22= Enalnssr& License Validated By Validated Submitted ENARRMW Approved Status
Clark Jones Miami -Dade BCCO - EVIL Miami-DodaBCCO-VAL O2t27/2015 02127/2015 03/09/2015 Approved
(904) 783-8400 (786) 315-2590
clark@flamoo.com
Quality Assurance ApprovedforUse ApprovedforUse Impact 200
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity 0
Contact Engineer & License Validated By
Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker
(802) 269-2288 (205) 854-0160
thornasjorrimetaboral.co
m
ftguct Description
Flat Profile - Stockton
Flay Profile - Henderson
Flat Profile - Lake Wales
Flat Profile - Stockton
Medium Profile - Lake Wales
Medium Profile - Denver
Medium Profile - Stockton
Page I of 3
1/9/2017
Date Date Date PendIna Date
Validated Submitted FBC Approval Approved Status
09/10/2015 08/25/2015 09/20/2015 Approved
Quality Assurance Approved
for Use
Approved for Use
Impact
Design
Contract Expiration Date
In KVH1Z
Outside HVHZ
Resists
Pressure
12/31/2018
No
Yes
N/A
N/A
12131/2018
No
Yes
NIA
N/A
12131/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
NIA
125112018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12131/2018
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/&2017
Efftitv or 20 20 Date Pending 291
92111M Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, 04M/2015 04/28/2015 05104r2015 06/22/2015 Approved
(954) 493-8551 PE-0046549 P.E.
tomj@tc-alum.com (305) 510-8531
Product Description
0.050" Aluminum Storm Panel with Optional
Clear Panels
",Safety Edge" Storm Panels, 28ga
(0.018",") Steel, 0.022&quat; Alum (Perf
and Non -Pert), Clear Polycarb (Full and Hal)
24gs (0.0232") Steel Storm Panel with Optional
Clear Panels
.050", Aluminum Non -Porous Hinged Storm
Panel
Quality Assurance
Contract Expiration Daft
1261/2018
Approved for Use
In HVHZ
No
Apipravved for Use
Outside HVHZ
Yes
Impact
Resistant
Yes
Design
Pressure
N/A
1213112018
No
Yes
Yes
+54/-54
12131/2018
No
Yes
Yes
+100/-100
12/31/2018
Yes
Yes
Yes
N/A
F02`1675-110
Q992
IM yq= Manufacturer
Now 2014 HomeGuard Building Products, Inc.
Approved
Category: Roofing
Subcategory: Undedayments
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FLX21675-Ro Products
AW Product Model, Number or Name
1 ToughSkin Synthetic Underlayrrients
FL*17"2-Rl
22A
I= yg[Wg Manufacturer
Revision 2014 Lornanco, Inc
Category. Roofing
SubCategory. Roofing Accessories that are an
Integral Part of the Rooting System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#17202-Ri Products
a M"
1 Deck-Air� DA-4
2 OmniRidge® PRO Vent PR04-N
FL#lOQ7"3
Qft
IM Verslo Manufacture
Revision 2014 Global Protection Products, LLC,
Category: Shutters
Subcategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R3 Products
a Emil! Product Model, Number or Name
1 20 Gage Galvanized Steel Storm Panels/HVHZ
2 24 Gage Galvanized Steel Storm Panels/NHVHZ
ELS15076-R4
2"A
I= yj= Manufacturer
Revision 2014 Global Protection Products, LLC.
Category: Shutters
Subcategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R4 Products
Ina eMuct Model. Number or Name
1 20 Gage Galvanized Steel Storm PaneIs1HVHZ
2 24 Gage Galvanized Steel Storm PaneIstNHVHZ
FL01796MO
220
yq=
Manufacturer
New 2014
All American Shutters and Glass
Category: Shutters
SubCategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
F1.81 7069-RO
Professional Engineer
Products
S-0
Product Model, Numberior Name
1
22ga, 24ga Stael Panels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
2An017
Entilty or 20 20 Deft Pend Ina 20
Contact Engineer & License Validated By Validated &WR= F13C Approval Approved Bawl
John Choslak Intertok Testing Services NA, Intertek'resting Services 02/0112017 01/26=17 02/03/2017
(904) 240A382 Inc. NA, Inc.
john.choslak@hWap.00 (604) 520-3321
m
Quality Assurance Approved for Use Approved for Use Im pact Design
Product Description In KVKZ Outside HVHZ 111"stant Pressure
ToughSldn 15, ToughSldn 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A
ToughSkin 30, ToughSkin 50
Florida Department of Business 8, Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
1110f2017
Entity or
20 20 Date Pend Ina
20
Contact Engineer & License
Validated By Validated Submitted FBC Aigoroval
AbDroved
XW
AndrewCarter James L. Buckner, P.E.
Steven M. Urich, PE 05/0112015 05/01/2015 05/1 =015
0&=15
Approved
(5011) 982-8511 PE-31242
(717) 317-8454
acarter@lomenco.com
Product Descrlutlon
Low Profile, Polypropylene Plastic, Roof Vent
IttvAssurance Approved for Use Approved for Use
I Date 11= Outside HVHZ
07/10/2019 No Yes
Impact
Resistant
No
Design
Pressure
+97.5/-97.5
Mechanically Attached to Plywood Dock.
Molded Plastic, Roof Ridge Vent Mechanically
07/1012019 No Yes
No
+N/A/-1 65
Attached to OSB or Plywood Dock.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pago I d 1
11912017
Entity of 20 20 Date Pend Ina 20
Contact Eno Inter & License Validated By Validated Submitted FBCApproval Allia"11111 Stattis
Tim Robinson Waiter A, Tillit Jr., P.E. John W. Knozovich, PE 05=42015 0024/2015 05/11 f2015 oer""15 Approved
(954) W9-7545 PE-44167 (954) 772-M4
tim.robinsonQgppent.com
Quality Assurance Approved for Use Approved for Use Impact Design
Product DescritMon Contract Expiration Date In HVHZ 2utside Resistant Pressure
Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Entity or 20 20 Date Pendina 20
Contact Engineer & License validated By Validated Submitted FBC Approval Approved 211111,11
Tim Robinson Walter A. Tillit Jr., P.E, John W, Knezievich, PE 1212112016 120=18 Validated
(VA) 689-7545 PE44167 (954) 772-8224
tim.robirison@gppent.com
Quality Assurance Approved for Use Approved for Use Impact Design
Product Descriction Contract EXoIM§on 90 In HVKZ Outside HVHZ Resistant Pressure
Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Florida Department of Business 8, Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 c(2
IIWO17 �
Entitv or 20 Date Data Pending 20
Contact Eno Ineer & License Validated By Validated Submitted F5C Approval Aparoved Status
Mike Barbieri Frank L. Bennardo, P,E Jorge A. Pomerantz, PE. 07/0312015 07/03/2015 07/1012015 08/1812015 Approved
(561) 712-9882 PE-0048549 (954) 394-8521
mikeb(Dallemericanshutte
rs.com
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expireflign Data In HVHZ Outside HVHZ Resistant Pressure
22gs, 24ga Steel Storm Panels 12/31Q017 No Yes Yes NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FLA2119-113
9992
Entity or
Imit Veneto
Manufacturer
Contact Engineer & License
Revision 2014
Thompson Architectural Metals Company, Inc.
Scott Brown James L. Buckner
Category: Roofing
(813) 248-3458 PE-31242
SubCataglory: Roofing Accessories that are an
flvalidetionCoyahoo.com
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FI-05219,113 Products
Professional Engineer
Product Model. Number or Name
Product Description
1 - "Flat Top Off Ridge Vent with Baffle for Tile",
Minimum 28 Gauge Steel, Nominal 4', 6',
8', or 10', Wide Off Ridge Vent Attached to
Wood Dock
2
2. " Round Top Off Ridge Vent with Baffle for
Minimum 28 Gauge Steel, Nominal 4', 8WQ;,
Tile"
8', or 10',, Wide Off Ridge Vent Attached to
Wood Deck
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 26 Gauge Steel, Nominal 4', 8',
for Shingles"
8', or 10' Wide Off Ridge Vent Attsched'�
Wood Dock
FLOISM-1111
2292
Versio Manufacturer
Affirmation 2014 O'Hagin Manufacturing, LLC
Category: Roofing
SubCategory: Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Certification Mark or Listing
FLX16588-Ri Products
§Pkf Product Model. Number or Name
1 0' Hagin" Cloaked Vent Tile
FL#15089-Ri
220
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Revision 2014 Global Protection Products, LLC.
Category. Shutters
Subcategory: Fabric Storm Panel
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1500MI Products
Aill" 1. Num bar or Nam 2
1 GPP FABRIC SHUTTER -SERIES 2000
FL#1999-R5
9011
I= Yj= Manufacture
Revision 2014 ITW Building Components Group Inc. / Paslode
Category: Structural Components
Subcategory: Truss Plates
Compliance Method: Evaluation Repoit from a
Product Evaluation Err*
F6M 91&R5 Products
1049 # Pro —duct Model. Number or Name
1 ITW BCG Higher Strength (H & S)
2 ITW BCG Hinge Plate
3 ITW BCG Truiox
4 ITW BCG Wave
Validated By
Steven M. Urich, PE
(717) 317-8454
Page 1 of 1
1/9=17
20 Date Pending 20
Validated Submitted FBC Approval 82U2111119 Status
05101=15 04/29/2015 05/10/2015 06f23/2015 Approved
Quality Assurance Apiproved for Use Approved for Use Impact 22=
Contract Expiration Date In HVKZ Outside HVHZ Resistant Pressure
12131/2019 No Yes No N/A
12/31/2019 No Yes No N/A
12/31/2019 No Yes No N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
V10/2017
Entity or 20 20 Date Pending 219
Contact Eno Ineer &License Validated 13V Validated Submitted FBC Approval Approved 211111111111
Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 0V1 7/2015 0&25/2015 Approved
(707) 872-3020 (305) 8e"707
gdanialsoohagin.com
Quality Assurance Approved for Use Approved for Use Im Pact Design
Product Description Contract Expiration Date In HVHZ Outside HVKZ Realgart Pressure
Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
1/902017
Entity or 20 21111111111 Date Pending 20
Contact Enalneer & License Validated By Validated %&M= FBC Approval Approved Status
Tim Robinson Walter A. Tilift Jr., P.E. John W. Knezevich, PE 04/27/2015 04r2412015 05/03/2015 0&=15 Approved
(VA) 889-7645 PE-44167 (954) 772-6224
tim.robinson@gpPentcom
Quality Assurance Approved for Use Approved for Use Impact 22WO
Product Describlion Contract Excitation Date In HVHZ Outside HVHZ Resistant Pressure
Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A
or direct mounted to provide hurricane protection.
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards 1/9QO17
Product Approval Application Detail
Entity 20 20 Date Pending Mili
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25QO15 OW2012015 03129/2015 Approved
(847) 918-6473 (407) 881-1917
slovAs@alpineitw.com
QualKyAssurance Approved
for Use
Approved for Use
Impact
Desilan
Product Description
Contract Expiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
Metal Connector Plate
12/3112020
Yes
Yes
N/A
N/A
Metal Connector Plate
l2f3l/2020
Yes
Yes
N/A
NIA
Metal Connector Plate
12131/2020
Yes
Yes
N/A
N/A
Metal Connector Plate
12131/2020
Yes
Yes
NIA
N/A
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Revision 2014
MiTak Industries, Inc,
David Wart ICC Evaluation Service, LLC ICC Evaluation Service,
08/30/2015 06/11/2015
07/05/2015
Approved
Revision 2014
Boise Engineered Wood Products
Robert Taylor )CC Evaluation Service, LLC APA - The Engineered
05/27/2015 05/06=15
O&OZ12015
Approved
Verslo
Manufacture
Contact Enalneer & License Y111191112ILM
Validated Submitted FEC Aporoval
Approved
man
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Categorf. Structural Components
(314) 851-7480 LLC.
Category: Structural Components
(541) 828-0200 Wood Association
Revision 2014
Boise Engineered Wood Products
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered
05127/2015 05/0&M15
06/0212015
Approved
S?
0-
SubCategory: Truss Plates
dvmrt@mii.com (205) 599-98DO
Subcategory: Engineered Lumber
roberftaylorabc.00m (253) 820-7407
Category: Structural Components
(541) 826-0200 Wood Association
cc
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Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
Subcategory: Engineered Lumber
roberdaylorabc.com (253) 620-7467
CU
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Product Evaluation Entity
Compliance Method: Evaluation Report from a
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FL#2197-R5
Products
FLX1 644-R4 Products
Product Evaluation Entity
Quality Assurance
Approved for Use Approved for Use
Impact
Deslan
Quality Assurance
Approved for Use Approved for Use
Im pact
Design
FL#1645-R4 Products
seq 0
Product Model, Number or Name
Product DescirlotIon Contract expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
Seq #
Product Model, Number or Name
Product Description Contract Expimtlon Date in KVHZ Outside HVHZ
Resistant
Pressure
Quality Assurance
Approved for Use Approved for Use
Impact
Design
1
M1 8SHS
18 ga. super high strength truss connector plate 12131/2017
Yes
yes
N/A
N/A
1
Verse -Lam
Laminated Veneer Lumber 0110ir2m
No Yes
N/A
NfA
§29.1
Product Model, Number gr Name
Product Descriotion Contract Expiration Date
In HVHZ Outside HVHZ
Resistant
-Pressure
2
Mil 18
16 ga. truss connector plate 12131/2017
Yes
Yes
N/A
N/A
1
AJS Joists
Wood &quat;l" Joists 01/01/2035
No Yes
N/A
N/A
3
MT18HS
18 ga. high strength truss connector plate 12/31/2017
Yes
Yes
N/A
N/A
4
MT20
20 ga. truss connector plate 12/3112017
yes
Yes
N/A
NIA
5
MT20HS
20 ga. high strength trues oonnectrir plate 12/3112017
Yes
Yes
N/A
NIA
Search Criteria
Florida Department of Business Professional Regulation
Page 1 of I
Building Codes and Standards
1WO17
Product Approval Application Detail
Florida Department of Business & Professional Regulation Pogo 1 of I
Building Codes and Standards
VW017
FL00527-Itf
Florida Department of Business Professional Regulation
Page I of 1
2M
Entity or
20 21111111 Date Pending
20
Product Approval Application Detail
I= versio
Manufacture
220= Snalneer & License Validated By
Validated Submitted FBCApproval
Approved
Building Codes and Standards
1/9f2017
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E.
07/013/2015 05/1212015
07/3012015
Approved
FLMMR?
W
Category: Structural Components
(253) 924-4084 (608) 839-1344
Product Approval Application Detail
Subcategory: Engineered Lumber
jim.anderson2@vveyerhae
220
Entity or
20 20 2111111111121110=
20
Compliance Method: Evaluation Report from a
user.com
Versla
Manufacture
Contact Engineer & License Validated By
Validated Submitted FBC Approval
Appnoved
Product Evaluation Entity
Revision 2014
CAST-CRETE USA, Inc.
Craig Perrino Miami -Dade BCCO - CER Miami-DodaBCCO-VAL
03/1&2015 02124/2015
03118/2015
Approved
FL#1 630-RD
FL#6527416 Produm
Category: Structural Components
(813) 621-4641 (786) 315-2590
Qft
Efft1tv or
Date Pandina
20
Subcategory. Products Introduced as a Result of
cparrinoQcastcrebe.com
Versio
Manufacturer
Contact Enalneer & License Validated By
Validated Submitted
F5C Alooroval
Approved
am
Quality AssuLInce
Approved for Use Approved for Use
Impact
Design
New'rechnology
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E.
07A)SM15 05112/2015
07r3012015
Approved
211"
Product Model. Number or Name
Product Descriotion Contract Expiration
Q0 In HVIHIZ Outside HVHZ
agillilli=
Pressure
Compliance Method: Certification Mark or Listing
Category. Structural Components
(253) 924-4084 (808) 839-1344
1
iL@vel Rim Board
Structural Composite Lumber or Oriented Strand 036112017
No yes
N/A
N/A
FL01158R7 Products
Subcategory,. Engineered Lumber
jimanderson2@wayerhae
2
Microliam LVL
board Rim Board
Laminated Veneer Lumber 03r3l/2017
No yes
N/A
N/A
Quality Assurance
Approved for Use Approved for Use
IMDaCt
Design
Compliance Method: Evaluation Report from a user.com
3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes NIA N/A
S-0 Product Model, Number gr Nam Product Ducription Contract Expiration Date in KVKZ outside HVHZ Resistan Pressure
FLX163MO
Product Evaluation Entity
Products
4
TimberStrand LSL
Laminated Strand Lumber 03/31/2017
No Yes
N/A
N/A
1
Fflgh Strength Concrete Lintels
4, e, 8, and 12 inch Wide lintels 05121/2016
Yes Yes
NIA
NIA
2121
Product Model, Number or Name
Quality Assurance
Product Description Contract Expiration Date
Approved for Use Approved
In HVKZ
for Use
Outside KVKZ
Impa
Resistant
Design
Pressure
FL*6527-R7
9012
Entity o
20 20 Date Pend Inc
2&
FL*1 58-RO
290
Entity or
20 20 Date Pending
Date
I
TJ: 1110
Prefabricated Wood I -joist 03/31/2017
No
yes
N/A
N/A
Verslo
Manufacture
Contact Enalnear & License Validated By
Validated Submitted FBC Aporaval
Approved
statu
I= yg=
Manufacturer
Contact Enalneer & License Validated By
Validated Submitted FBC Approval
Approved
Status
2
TJ 2 0
Prefabricated Wood I -joist 03/31f2017
No
Yes
N/A
N/A
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P, E.
10/31120le 10/25/2018
11/05/2016
Approved
Revision 2014
CAST-CRETE USA, Inc.
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL
05/06/2016 04129/2016
05/06/2016
Approved
3
4
TJ1230
TJ1360
Prefabricated Wood I -joist 03/31/2017
Prefabricated Wood I -joist 03/31/2017
No
No
Yes
Yes
NIA
N/A
NIA
N/A
Category; Structural Components
(253) 924-4084 (608) 839-1344
Category: Structural Components
(813) 621-4641 (786) 315-2590
5
TJ1560
Prefabricated Wood I -joist 03/31/2017
No
Yes
N/A
N/A
SubCatagory: Engineered Lumber
jim.andemon2oweyerhoe
SubCatagory. Products Introduced as a Result of
cparrino@castcrete.com
6
TJI/560D
Prefabricated Wood I -joist 03/31/2017
No
Yes
N/A
N/A
Compliance Method: Evaluation Report from a
user.com
NewTechnology
PLA527-RT Products
Product Evaluation Entity
Compliance Method: Certification Mark or Listing
§291
Product Model, Number or Name
Quality Assurance
Product Description Contract Expiration
Approved for Use Approved for Ussi
Date in HVHZ Outside HVHZ
Impact
Resistant
Design
PAyssure
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Productilill al.NumberorName
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Product Descriabon Mon Date
ApDr0yed for Use ADDIrOved for Use
in HVKZ Outside HVhZ
fthDaCt
Resistant
Design
Pressure
1
Microllam LVI_
Laminated Veneer Lumber 03131 r2017
No Yes
N/A
N/A
I
High Strength Concrete Lintels
4, 6, 8, and 12 inch wide lintels, 050/2017
Yes Yes
N/A
N/A
2
Parallam PSL
Parallel Strand Lumber 03/31/2017
No yes
N/A
N/A
3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A
4
TJ Rim Board
Structural Composite Lumber or Oriented Strand 03/31/2017
No Yes
N/A
N/A
board Rim Board
5
Weyerhaeuser Rim Board
Oriented Strand Board Rim Board 03131/2017
No Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Page 1 of 1
Florida Department of Business Professional Regulation
page I of 1
Building Codes and Standards
1/9Q017
Florida Department of Business & Professional Regulation
Page 1 of 1
Building Codes and Standards
VW017
Product Approval Application Detail
Building Codes and Standards
11WO17
Product Approval Application Detail
FL#5450-R5
Product Approval Application Detail
FL#j
2R92
Entity or
20 21111111 Date Pending
20
FLX11383-R4
I= yj=
Manufacturer
Contact Enolneer & License Validated Ely
Validated Submitted FBC Approval
Approved
mom
2992
Entity or
20 20
Date Pendina
20
Revision 2014
Powers Steel Inc.
William powers Steven W. Schaub SAMUEL A.
03126/2015 03/2312015 03/3012015
06/23=15
Approved
220
I= YIMLq
Manufacturer
Entity or
Contact Enalneer & License Validated By
20 20 Date Pend Ina
Validated Submitted F13C Approval
Approved
Versio
Revision 2014
Manufacture
Commercial Concrete Products,lric.
Contact Enainear & License Validated By
Robert Gillis THUYH.HUYNH Florida Engineering
Validated Submitted
07/03/2016 06/2412015
FBC Approval
08/20t2015
Approved
0812SQ015
201
Approved
Category. Structural Components
Subcategory: Products Introduced as a Result of
(602) 437-1160 PE-60609 GREENBERG, P.E,
bilapowerasteel.com (813) 645-0168
Revision 2014
Powers Steel Inc.
William powers Steven Schaub SAMUEL A.
03/2&2015 0312312015 03/30/2015
06/220015
Approved
Category. Structural Components
(813) 859-3707 PE-801 22 Solutions
NewTechnology
Category- Structural Components
(602) 437-1180 PE-W509 GREENBERG, P.E,
SubCategory: Products Introduced as a Result of
precastgatorloyahoo.com (352) 5WS311
Compliance Method: Evaluation Report from a
Subcategory: Products Introduced as a Result of
bill0powerssteel.00m (813) 645,0168
NewTechnology
Florida Registered Architect or a Licensed Florida
Now Technology
Compliance Method: Evaluation Report from a
Professional Engineer
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensaid Florida
Florida Registered Architect or a Licensed Florida
FL#5450-R5 Products
Professional Engineer
Professional Engineer
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Products
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Product Model, Number or Name
Quality Assurance
Product Dewription
Approved for Use Approved for Use
InHVHZ Outside HVKZ
Im pact
Resistant
Deslan
Pressure
FL#1 1383-R4
Products
Quail Assurance
date
Aporoved for Use Approved
In
for Use
Impact
22111122
Pressure
1
PSbox8LT, PSbox&T(5-518)
Powers Steel lintels are field assembled lintels 01/27/2017
No Yes
NIA
N/A
111111121
Product Model. Number or Name
2UML&MUMM
Product Descriodon Contract Expiration Date
Approved for Use Aporoved for Use
In HVIHIZ Outside HVHZ
Impact
Resistant
Deslan
Pressure
<
11W
1
Product Model, Number or Name
Quality Precast or Commercial Concrete Products
Product Description Contract Expiration
Precast and Prestressed Concrete Lintels O5t25=24
HVKZ
No
Outside HVKZ
Yes
Resistant
N/A
N/A
oonsisfing of preformed steel lintels combined with
concrete masonry units, grout, and steel reinforcing
1
PowerBOX8 Lintels
Powers Steel Lintels are field assembled consisting 01/01/2017
No Yes
N/A
NIA
bars.
of preformed steel lintels combined with bdck or
concrete masonry units, grout, and steel reinforcing
-6-0
(D
bars.
cn
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0
ICU
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Florida Department of Business & Professional Regulation
ftge 1 of I
Building Codes and Standards
atl 6/2017
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Product Approval Application Detail
FL#520$-R2$
2292
Entity or
20 292
Date Pardino
20
cn
I= Version
Manufacturer
Contact Enolneer & License Validated By
Validated submitted
FBC Approval
AoDfayod
Revision 2014
POLYGLASS USA
James Akins Robert Niaminen John W. Knezevich, PE
03/22/2017 03113/2017
03/22/2017
06/1312017
Approved
Category: Roofing
(570) 384-1230 PE-591M (954) 772-M4
Subcategory: Underlayment
jakinsCpolygiess.com
ICU
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FL#52t9-R3
Professional Engineer
Products
Quality Assurance
Approved for Use Approved
for Use
[in oact
Design
Product Model rorNaml
Product Description Contract Expiration Date
In HVKZ
Outside HVHZ
Resistan
Pressure
1
Polyglass Roof Underlayrnents
Roofing undertalyments 0412412018
No
Yes
N/A
+N/A/-622.5
ICU
Uj
Search Criteria
Code Version:
2014
FLO ALL
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Application Type: ALL
Product Manufacturer. POLYGLASS USA
Category:
Roofing
Subcategory: Underlayments
Application Status: ALL
Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer
z
Quality Assurance Entity Contract Expired: ALL
Product Model, Number or Name: ALL
<
Product Description:
ALL
Approved for use In HVHZ: yes
Approved for use outside HVHZ: No
Impact Resistant ALL
_j
Design Pressure:
ALL
Date From: ALL
CL
Date To:
ALL
SHEET NO.
PA 1 .3-
q 2,43
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