HomeMy WebLinkAbout36071 Carriage Pine CtABBREVIATIONS
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.
Foot/ Feet
Red.
Radius
ADJ.
Adjustable
Ftg.
Footing
Ref.
Refrigerator
A. F. F.
Above Finished Floor
FIX
Fixed
Req'd.
Required
A.H.U.
Air Handler Unit
ALT.
Alternate
GaIv.
Galvanized
Rm.
Room
B.A.
Base Cabinet
G.C.
General Contractor
Rnd.
Round
BF
Bifold Door
G. F. 1.
Ground Fault Interrupter
R/S
Rod and Shelf
BkSh
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
S1.
Side Lights
Cir.
CIg.
Circle
Ceiling
K/Wall
Kneewall
S. P. F.
Spruce Pine Fir
Ci
Control Joint
K.S.
Knee Space
Sq.
Square
Col.
Column
Laun.
Laundry
S.Y.P.
Southern Yellow Pine
Comm.
Community
Lev.
Lavatory
TB
TowelBar
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.
Decorative
T. 0. P.
Top of Plate
Ded.
Dedicated Outlet
Max
Maximum
TR
TOWEL RING
Dbl.
Double
M.C.
Medicine Cabinet
Dia.
Diameter
Mfgr.
Manufacturer
TP
TOILET PAPER
Disp.
Disposal
Micro.
Microwave
Trans.
Transom Wndow
Dist.
Distance
Min
Minimum
Typ-
Typical
D.S.
Drawer Stack
M.L.
Microlam
U.C.
Under Counter
D.V.
DryerVent
Mir.
Mirror
UCL
Under Cabinet Lighting
D.W.
Dishwasher
U.N.O.
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
Vert.
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.
Parallarn
W/C
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 Sys
Floor System
PSF
Pounds per square foot
REVISIONS
08-20-15 1.00 NEW BASE PLAN
12-08-15 2.0 FRAME-WAL REVISIONS
All WORK SHALL CoMpLy WITH
PREVAILING CODES
FLORIDA BUILDING CODE,
NATIONAL ELECTR '
(Q CODE,-ANJ),i
LLP- ORO"t*�NCRs
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REVIEW DATE,,:Y,
CITY OF ZEPHY-rqH[i ic
Im 17= F14 INI *lox 11SM PLAN EXAMINE� %J
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
STRUCTURALNOTES
SN1
DETAILS
S3
STEM DETAILS
S4
DETAILS
S5
DETAILS
SIS
DETAILS
ST
—STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALNUMBERS
PA1.1
PRODUCTAPPROVALNUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
PA1.3
PRODUCTAPPROVAL NUMBERS
MEAN ROOF 15 FT. HIGH TYPICAL
/ A r—
3
FOR SINGLE STORY HOMES
AP
efi fri
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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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: FFLORES
VERSION No. 10
SHEET NO.
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REMARKS
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FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
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FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
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(2) - 13/4- X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
*VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX254
S.H.
13
20 X 38 j
184X371
S.H.
14
20 X 501
184X 50
S.H.
15
20 X 63
18JX62j
S.H,
16
20 X 72
18 j X 71 j
S.H.
j 32
27 1/4 X 26
26 X 25
S.H.
133
27 1/4 X 38 j
N/A
S.H.
134
27JX50i
N/A
S.H.
433
NIA
26 x 37
S.H.
434
N/A
26 x 50
S.H.
435
27 j X 63
26 X 62 1/2
S.H.
J36
27 j X 72
26 X 71 1/2
S.H.
22
37JX26
364X25 1/2
SM.
23
37 j X 38 j
36 j X 37 3/4
S.H.
24
37 j X 50 j
36 j X 50
S.H.
25
37JX63
36 4 X 62 1/2
S.H.
26
37 j X 72
36 j X 71 1/2
S.H.
DOUBLE 2
WIDE
75" TALL
734WIDE
S.H.
32
54 X 26
52 4 X 25
S.H.
33
54 X 38 j
52 j X 37 1
S.H.
34
54 X 501
52 j X 50
S.H.
35
54 X 63
52 j X 62 j
S.H.
36
54 X 72
52 4 X 71
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 I ng/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 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self-closina device.
• 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
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"
+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
'T
140 MP�H
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALL LEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All
1ST 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 CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R- 11 /R- 13 KRAFT FA51ID
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/R-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
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(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X10 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
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(2) - 13/4" X 9 1/4"
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EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
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SPF #2
91-011
2x4
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SPF #2
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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 CIS6 WALL SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X254
S.H.
13
20 X 38
18 4 X 37 j
S.H.
14
20 X 50
18 4 X 50
S.H.
15
20 X 63
18JX624
S.H.
16
20 X 72
18 j X 714
S.H.
32
27 1/4 X 26
26 X 25
S.H.
433
27 1/4 X 38
N/A
S.H.
434
27JX 501
N/A
S.H.
433
N/A
26 x 371
S.H.
434
N/A
26 x 50
S.H.
435
27 j X 63
26 X 62 1/2
S.H.
436
27 1 X 72
26 X 71 1/2
S.H.
22
37 j X 26
36JX25 1/2
S.H.
23
37 1 X 38
36 4 X 37 3/4
S.H.
24
37 1 X 50
36 j X 50
S.H.
25
37 1 X 63
36 4 X 62 1/2
S.H.
26
37 j X 72
36 4 X 71 112
S.H.
DOUBLE 2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
524X25i
S.H.
33
54 X 38 j
52 4 X 37 j
S.H.
34
54 X 50 j
52JX 50
S.H.
35
54 X 63
52 4 X 62
S.H.
36
54 X 72
52j 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 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
• 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
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"
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
D
+24.5 / -31.9
+23.0 -25.2
+23.0 / -28.9
SEE SN SHEET SEE SN SHEET
MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
MASONRY HGT. @ 8'-8" A.F.F.
TYP. 2x FRAME WALL
U I I I 1 17 17 17 17 1 1 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
2ND FLOOR LIVING AREA
LIVING TOTAL
GARAGE
FRONT ENTRY
TOTAL AREA
INSULATION REQ.
1093
1491
2584
427
35
3046
0
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/R-13 KRAFT FACED
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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: FLORES
VERSION No. 10
SHEET NO.
STANDARD (3) 2x12
STRINGERS w/ SIMPSON
A35/USP MP34 CLIP TO FLOOR
SYSTEM OR LANDING FRAMING
(2) 2x HDR. REQ'D @ END OF
LANDING FOR STRINGERS
TO CONNECT TO
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
KITCHEN
2x8 #2 SYP JOISTS @ LANDING
@ 16"O.C. wl SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
2x8 #2 SYP (P.T. IF MANSONRY
WALL) CONT LEDGER w/ (3) 16d
NAILS @ 16" O.C. MAX. TO EA,
STUD. ((2) 1/4"X3 1/2" TITENS @
16" O.C. MAX. FOR MASONRY
WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S.
9'-0" MAX LANDING LENGTH
PRF-FNG FI-OOR.101,qT W/ (21
ac
8'-!54" A,_n--
BATH 2
KITCHEN
;0
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STAIR CALCUTIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 9/16-
10"TREADS W/ 1"NOSING
MIRROR
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OWNER'S BATH
M
KITCHEN ISLAND
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
The radius of the nosing shall be no greater that V16"- Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than Y2". Beveling of nosings shall not exceed
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and handrail to conform to the FBC 5th
Residential section R311.7
Riser height:
The maximum riser height shall be 7%". 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 31/8".
2x8 #2 SYP JOISTS @ LANDING
@ 16" O.C. w/ SIMPSON A35
CLIP OR LUS26 HANGER TO
LEDGER W
0
2x12 HDR. w/ (3) 2x STUDS AT Z
PLYWOOD @ EA. END FOR BEARING
LANDING
STANDARD (3) 2X12
STRINGERS W/ SIMPSON A35
STANDARD (3) 2'
STRINGERS W'�
CLIP TO HDR.
11 T
x TREADS (TYP.)
2x8 LEDGER #2 SYP w/
(3) 16d NAILS TO STUD CONT.
HANDRAIL
@ 16" O.C.
10
Handrails.
Handrails 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.
Grip -size.
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 than 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
(12" from the narrower side).
THRUST BLOCK SECURED TO---_� R302.7 Under -Stair Protection.
SLAB w/ 1/4"X3 1/2" TAPCONS Enclosed accessible space under a stairway shall be protected with Y2 gyp. bd
@ 16" O.C. ^ "V� A I rm% e% r� 0'*% mTm 10`% IL I
SCALE: 1/2"=V-0"
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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 seal.
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DATE 2/24/2014
TECH: FLORES
VERSION NO - 10
SHEET NO.
2.0
� SEE PLAN FOR LANDING DEPTH
OWNER'S BATH
M
KITCHEN ISLAND
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
The radius of the nosing shall be no greater that V16"- Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than Y2". Beveling of nosings shall not exceed
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and handrail to conform to the FBC 5th
Residential section R311.7
Riser height:
The maximum riser height shall be 7%". 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 31/8".
2x8 #2 SYP JOISTS @ LANDING
@ 16" O.C. w/ SIMPSON A35
CLIP OR LUS26 HANGER TO
LEDGER W
0
2x12 HDR. w/ (3) 2x STUDS AT Z
PLYWOOD @ EA. END FOR BEARING
LANDING
STANDARD (3) 2X12
STRINGERS W/ SIMPSON A35
STANDARD (3) 2'
STRINGERS W'�
CLIP TO HDR.
11 T
x TREADS (TYP.)
2x8 LEDGER #2 SYP w/
(3) 16d NAILS TO STUD CONT.
HANDRAIL
@ 16" O.C.
10
Handrails.
Handrails 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.
Grip -size.
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 than 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
(12" from the narrower side).
THRUST BLOCK SECURED TO---_� R302.7 Under -Stair Protection.
SLAB w/ 1/4"X3 1/2" TAPCONS Enclosed accessible space under a stairway shall be protected with Y2 gyp. bd
@ 16" O.C. ^ "V� A I rm% e% r� 0'*% mTm 10`% IL I
SCALE: 1/2"=V-0"
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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 seal.
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DATE 2/24/2014
TECH: FLORES
VERSION NO - 10
SHEET NO.
2.0
� SEE PLAN FOR LANDING DEPTH
NOTE:
FIN. TO HAVE TRADITIONAL
LOOK & SMOOTH FINISH
FOAM/ EPS MATERIAL IS
ACCEPTED
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General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 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/ portand 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
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 o
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 FOLLOWNG 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 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK-AJR (Shingle Roo - 9 SO. IN. OF NET FREE AREA/ FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
• O'HAGIN (Tile Roof) - 86.25 SO. IN, OF NET FREE AREA / VENT
�Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) t 86.25 a Amount of O'Hagin Vents Needed
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the drawing pages bearing Engineer's signature and seal.
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TECH: FLORES
VERSION No' 10
SHEE7 NO.
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
"G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTIVI C
926 and ASTIVI C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTIVI 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 lay
shall be installed independently such that each layer provide:r:
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
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 oi
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 FOLLOVANG VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IK OF NET FREE AREA/ LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA I SO. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
e LOMANCO DECK-AJR (Shingle Rool - 9 SO. IN. OF NET FREE AREA I FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
e O'HAGIN (Tile Rool) - 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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To the best of the Engineer's knowledge, information, and
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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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SCALE AS NOTED
DATE 2/24/2014
TECH: FFLORES
VERSION No' 10
SHEET NO.
3.2
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
----------------------------------------------
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to 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
DUPLEX CONVENIENCE OUTLET
FfF
DUPLEX OUTLET ABOVE COUNTER
�@W.P.
WEATHERPROOF DUPLEX OUTLET
kz=_
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
I /-\
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L.,�;Ih
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 08,250.94 —/
200A INDOOR PANEL
CENTER
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
opper to lights & outlets
opper to 20 amp clas
copper to WH
copper to Dryer
t Alu
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.
EXHAUSTFAN
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ELECTRIC DOOR OPERATOR (OPTIONAL)
DEDICATED RECEPTACLE
VERIFY METER
FOR MICROWAVE RANGE
ICH
CHIMES (OPTIONAL)
HOOD PER SPECS
LOCATION WITH
BUILDER
11
PUSHBUTTON SWITCH (OPTIONAL)
@
SMOKE DETECTOR
SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
W 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
__M1=L
DISCONNECT SWITCH
llc�%
SPEAKER (OPTIONAL)
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MAIN FLOOR ELECTRICAL PLAN
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To the best of the Engineer's knowledge, Information, and
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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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SCALE AS NOTED
DATE 2/24/2014
TECH: FLORES
VERSION NO' 10
SHEET NO.
4.0
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to 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
1_�
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
F3W.P.
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
�4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 08, 250.94 —/
200A INDOOR PANEL
CENTER
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Dipper to lights & outlets
DPPet to 20 amp ckts
copper to WH
copper to Dryer
I Alu
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.
EXHAUSTFAN
IWO EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL) F
nCH CHIMES (OPTIONAL) SYSTEM
El 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
owl
ELECTRIC PANEL
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DISCONNECT SWITCH
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ROUGH -IN FOR OPT. CEILING FAN
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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: FLORES
VERSION NO' 10
SHEET NO.
4.1
®r
VENTED SOFFIT 40 SQ
%/I=:KI-rI=M Cn=1-r A I C%n 11=7117
V L_ 1 14 1 L_ LJ %J %.J I I I I It %J %J W. I I .
_ATTIC VENTILATIONCALCULATIONS
ATTIC VENTILATION REQUIRED
1/150 Rule 1/300 Rule
--A,
UPPER VENTILATION PROVIDED
Ridge
Off -Ridge
(No Upper Ventilators (Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of
by Upper
SQ. IN. of of ventilation to
ventilation of vented IN. of vented be provided
SQ ' IN. of
SQ. IN. of
Ventilators
(See Elev)
required soffit ventilation soffit by upper
Ventilation
Ventilation
needed required needed ventilators
Main 0.000000 0.000000
Floor 0 0 0 0 0 0 0.0
(Zone 1) 0.0 0.0
Upper 9 2.000000
Floor 1535 1474 211 737 53 368 411.0
(Zone 2) 1 1 1 1 1 135.0 276.0
'*NOTE'*
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SCIFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTEP-SOFFIT LEGEND-
7—/q IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED
A AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF
LABELED ASWENTED", NO FIRE PROTECTION WILL BE REQUIRED.
............
......... ..... VENTED SOFFIT
ENTED SOFFIT
SQ. FT.
ZONE-1
ATTIC SPACE
35 SQ. FT.
'ENTED SOFFIT
SQ. FT.
OFFIT 25 SQ. FT.
ROOF PLAN.
SCALE: Y4"=V-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
9 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 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 folloWng 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.
I I
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 vedfied 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 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 z (Sq. In. Needed) / 9 - (Linear Ft. of Ceck-Alr Needed)
0 O'HAGIN (Tile Roof) - 86-25 SQ. IN. OF NET FREE AREA / VENT
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 - Amount of O'Hagin Vents Needed
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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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TECH: FFLORES
VERSION No' 10
SHEE7 NO.
5.0
C
6'-4" 1. 6'-0" 6 6'-0" 6 6'-0"
TYP @ 2
STORY
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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
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BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
**Alternate:
rhe reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DTL.
SCALE: 1 1/2"=V-0"
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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: FLORES
VERSION No' 10
SHEET NO.
6.0
LIA
J! -a i�
'KING
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"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.56
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
18 - 10d x 1 1/2"
RT16A
1380
1160
9-1 Od X 1 1/2% 8-1 Od
H
HTT4
3610
3105
5/8" ANCH. 108) 10dxl-1/2
HTT4
2715
518"ANCH. /(20) 10dxl-1/2
HTT5
4350
3740
5/8"ANCH. / (26) 10dxl-112"
HTT5
3225
518- ANCH. /(28) 10dxl-1/2
3130
3050
518"DIA. BOLTS
TDX2-TZ
2345
—
12 - 5/8- DIA. BOLTS
L
4505
3785
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TDX6
5320
—
12 - 7/8" DIA. BOLTS
M
6645
5650
7/8"ANCH. 314" STUD BOLTS
TDX1 0
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1070
1005/915
8 - 1 Od x 3"
JUS26
1115/1060**
—
8 - 1 Od
P
HUR26
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
1
1000
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW16
1195
1005
14-1 Od x 1-1 /2"
T
MTS20
1000
860
14 - 1 Od x 1 1/2"
MTW20
1195
1005
14-1 Od x 1-1 /2"
U
MGT/MUGT
1 3140
3140
22 - 10d X (1) 5/8"ATR 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)1 Od NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
"X11
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
24-1 Od X 1 1/2"
spi
585 1
535
0 - 10d
10
I SPT22
685
8 - 10d
605
f12 - 10d
SPT24
1030
1
12 - 10d
HCP2
645
555 1
12-1 Od X 1 1/2'
1
1
MINIMUM WMEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE.TRUSS.
ALL EPDXY ANCHORS 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 r\\ I+ +)
A I I
(B)
(A)
A 11 11 11 1 11 11
1"�l OR 2 PLY
Fri/ I I
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 (").
(B
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 48" OC. (+)
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 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 OR
2 P Y ER—j —(A)—
&NTM
INTERSECTIONS. SPLICING
2x
C
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-01' ON A HORIZONTAL PROJECTION.
NU I L: bEtz bH[=L I U-1 I-UR 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 W1 -
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END —
8d NAILS @ 24" O.C.
TO BLOCKING —
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
SEE PLAN
'IFTRUSS BRG.
ONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
L-STRUCTURAL
SHEATHING
CO�3 CANT. FLOOR TRUSS CONN_,
I SCALE: 3/4" = 1 '-0"
SCALE: Y4
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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: FFLORES
VERSION No' 10
SHEET NO.
7.0
�le,
Z
01
TY
'KING
DRY
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"
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
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
18 - 1 Od x 1 1/2"
RT16A
1380
1160
9-1 Od X 1 1/2"& 8-1 Od
H
HTT4
3610
3105
5/8"ANCH. /(18) 10dxl-112
HTT4
2715
518"ANCH. /(20) 1061-1/2
i
HT75
4350
3740
5/8"ANCH./(26 10dxl-112'
HTT5
3225
5/8' ANCH. 8) 10dxl-112
K
HD313
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
L
HD5B*
4505
3785
5/8" ANCH. 314" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B*
6645
5650
71F'ANCH. 314"STUD BOLTS
TDX10
7845
—
4 - 7/8"DIA. BOLTS
N
LUS26
1165/1070
1005/915
§ - 10d x 3"
JUS26
1115/1060**
—
8-10d
P
HUS25
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 1-1/2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 10d x 1 1/2"
MTW20
1 1195
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 1 Od X (1) 5/8"ATR W/ 5" EMBED W/ SIMPSON "SET"
EPDXY
V
LGT2
2150
1850
(1 6)16d SINKERS &
(7) 1/4"x 2-1/4"
TITENS
LUGT2
1850
1810
(16)10d NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
HXH
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
HCP2
1 6,45
5,55
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/ 30MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 241,
OC FOR CARPET AREA'S
DROP HIP
DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
A I I K\
— I I I �\\
(B) 11 1 1 1 1111
- (B)
(A)
A 11 1 1 1 11 11
10 11 11 11 1 1
(+
11 11
1 N\
11 I"\-10R2PLY
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
(B
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128"x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
H
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
[%1 0P
2
JOIV�)K�ER—J —(A)
INTERSECTIONS.
SPLICING
x L
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-13" ON A HORIZONTAL PROJECTION.
NO TE: 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.
SCALE: Y4`"=1'-0" i
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To the best of the Engineer's knowledge, Information, and
belief, the structural plans and specifications contained
withi 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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DATE 2/24/2014
TECH: FFLORES
VERSION No' 10
SHEEr NO.
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, LI-LIntels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels IT-4" and
longer with a nominal height of 8" meet or exceed Ul 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 Ileu 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 I Safe horizontal lo;-d- 0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 81`32 1 B/1 T
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MATERIALS
1. rc prece tels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum &8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 wt
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.
B. 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/ (113) 1 Od 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 manufacturers specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plarddetails for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitluos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
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To the best of the Engineer's knowledge, information, and
belief, the structura I 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: FLORES
VERSION No' 10
SHEET NO.
8.0
- - I
NOTE: BORATE 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, OR CA-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 (1 524MM) 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.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-11, ASCE 5/TMS 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 (FIRC), 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.
11. 1. 7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRIII-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.
ASTIM 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: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DIL + FLOOR LL + ROOF LL
TOTAL DIL + FLOOR LL + WIL
TOTAL DIL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A185M-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
CIENTERILINE 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:
T'
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-1 85 / 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.
CONCRETIETYPE
MIN. 28 DAY
DESIGN (fC)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-l-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W1 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 C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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 BEARING -FALLS 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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSIITPI 1-2007, 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 1/8"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: ASTIM A36136M 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 ASTIM A307
4.5,2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTIM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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: ASTIM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 FIRC R31 4. 1 - "A permanent s� n which identifies the termite treatment provider
and need for re -inspection a, treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrimption/:
yrinkler, aall risers and
0" of the building side wall.
%stems includin
sp y hea s shall n t be installed w hin 1'
4. FRC R318.7- To provide for inspechion for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. 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. FRC R318.1.3 - Boxed areas in concrete floors for sub
stIc forMuent installation of traps
etc., shall be made with permanent metal or pla 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 dilutipn. If r4infXII occurs before vapor retarder placement,
retreatment is require .
9. FIRC R318.1.5 ;�Wegete overpour
c _ ind mortar along the foundation perimeter
must be remov ore exterior soi treatment.
10. FIRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R318.1.6 - An exteripr vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. 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
Rb , a licensed pest control company before a certificate of occupancy will be issued.
e certificate of compliance shall state: 'The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FIRC R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE)
140 MPH
WIND SPEED (ALLOWABLE)
108 MPH
WIND EXPOSURE -
"C" (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 6-0"
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: 513
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 PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81,
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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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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: FFLORES
VERSION NO' 10
SHEET NO.
SN
CORNER OF
HOME
GARAGE SIDE
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
+ + + + + t- + 4- + + + + + + + + + + + + + + + �- +
+ 4+- + + + + + + + . . . . . . . . . . . . . . + +
+ + + + + + + + + + + 4 + 4 + + + + + + + + + +
+ 4 + + + + + + + + + + + + . . . . . . + +
* + +
+ + 1-01, (TYP.) + +
64' 6-4-
+
* + + + + +
+
+ + + + + + 1 _++
UJ + + 1
15/32" CDX
_J + +
co + 4 + +
PLYWOOD OR
+ + +
7/16" OSB
+ + + + +
+ 4' + + 4 + + + + +
+ + + + + +
+ + +
+ + + + + + + 4- + + + + +
+
�4+
+ .1 + + + + + + + . . . . . .
+ + + +
+ + , - , /+�
++ + + 4K+++' + + 4
4- 4 if + I
\-RIDGE LINE
140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.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 FOR8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILSMAYBEUSED
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
BCIaJoist
BackerBlock
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 1.811.7
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
FILL CELL
cr_
_-<. STD. 900
CONT. #5 HOOK
BAR
STD. 900 HOOK
BOND BEAM
USP
�S_
CONT. #5
ZT15:�P�,
GIRDER TRUSS
BAR
2X TOP PLATE
#5 CONT.
5/81
THRU
BOLT
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
y
BOND BEAM STEP
SCALE: N.T.S.
,--2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
<
WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
above to bearing below. STUDS
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min. Small gap 2" min.
2" max. 1 4" max. F- Web-St-iffen _-P—astenerSchedule
_ff er
Joist B ring ocation
Series � DepLh --End Intermediate
>1
A 9-1/2" 2-8d 2-8d
BCI 5000sP_f1__-7/8" -8d 3-8d
--5-8d-
14" 2-8d
Clinch nails 9-_1/2� 2-8d 2-8d
when
K � BCI 6000se-1 1-7/8" 2-8d 3-8d
possible BCI 6500s""-14" 2-8d I— 5-8d
-16" 2-8d
4\ 6-8d
I
1) Support back of web during nailing to prevent damage to
web -flange connection.
-
11-7/8"
@ �- ��i
60S v 14"
2-8d
2-8d
3-8d
6-6d__
2) Block solid between joists for full length of span.
Tigh t fit ------------
�BCI
1 16—"
2-8- _d
--6-8d-
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
2x4/Plywood/OSB web sti ener 2" min.
4"
FU-7/8"
BCI 90s@ 14"
3-16d
5- _-16d
I 3-16d
I— 5-16d
required when indicated or
max. 16" 6-16d 6-16d
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N.T.S. hi
her than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
over squash=20 blocks and
*Non -stacking walls wall or beam below.*
require additional
consideration. Check
local building
code for appropriate --- 11/16"
details in One 10d box
areas=20 of high or--20 sinker
lateral load. nail each side
101-011 at bearing.
TANK -LESS W/H
0
1 0'_0
TANK -LESS W/H
H C G
000
51-0-1
0
STUB-0( IT FOR__#� 11-011 & 9 -1
CD
GAS METER 0 t---, 01 0 U')
N
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
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-911
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
161-5"
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6--l"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-001
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
'IT-01t
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15t-4"
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS 'DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glularn Beam
Boise Joist Blocking
Use T' (10dl nails at 6" nx_-�
Provide adequate bearing
for each lapped joist.
Od nails SECTION @ INT. BRIG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D NOCKOUTEXEMPTS)
(se,
(see table below) D
(see table below)
DO NOT cut, notch
2K
or drill flanges
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pff max. along bearing wall
Required on interior walls for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
1-13/4" minimum bearing for each. I -Joist can be offset
"
Pit
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
4X
k1100-
--- ____
6"' A %" ROUND HOLEMAY 610 6" -DO NOT CUT HOLES
BE CUT ANYWHERE IN 7=
THE WEB. PROVIDE AT CANTILEVER LARGER THAN
ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
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.
up to 3
to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S
A
1,C
U
ML
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 10d nails.
Install tight to top flange.
EVE THRU TEM
EE PLANIFOR
0
U TI 7"
SLEEVE THRU STEM
6—
"Z 'a
SEE PLAN FOR
FOUNDATION INFO
STEM FOUNDATION
Fillerblock.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
A - k1/4"-2" gap
F
� Backer Block,----)
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffeners are not required when top /!e 'ffner as
, 'b s' f
r uired I hanger
flange is laterally supported by joist hanger. doesn't meet
height
r.
7 requirements
I
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epth
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N.T.S.
ell; r
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11 1"1
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il a goll.
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(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
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 A 1/2" NAILS
UPLIFT 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
A I ""I 1�1 I r-k 1�
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-0"
CENETER
PENETRATION E
ED @ PIPE PLUMBING LIN
41 'A .
.4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
A
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: FFLORES
VERSION N
0' 10
SHEET NO.
SN 1
(1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS
HGT. FOR WALL HGT. 15 V-16". (2)
@ 16" O.C. W/ (2)
ROWS 2x BLOCKING @ 3rd PTS
16dTOENAILST&B
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
APPLICABLE.
2x P.T. PLATE
1/4" DIA. X 3 1/4" TAPCONS @ 2411 O/C & ci
@ 6" MAX FROM END OF 2 x PLATE E
(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
PITCH >4:12
V
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
t>
FOR UNDERILAYMENT
FOR ROOF PITCH 4:12 OR LESS.
REQUIREMENTS SEE R905.
PRE ENGINEERED WOOD
I
TRUSS @ 24" O.C. U.N.O.
:�j
12
ANCHOR @ EACH
TYP') VARIES
//--HURRICANE
TRUSS (SEE UPLIFT SCHED.) W/
8"
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
TYPICAL INTERIOR BEARING
INSULArION LE
SHINGLE ROOF
7116" O.S.B. MIN. SEE ROOF
WALL W/OUT UPLIFT
rG G
NAILING SCHEDULE ON SHT.
SEE TYP. WALL SECTION
SCALE: 3/4"=V-0"
SN1 ELEV. VARIES
FOR ADDITIONAL SLAB
INFORMATION.
5/8" OR 1/2" HIGH ALUMINUM DRIP
STRENGTH CEILING
EDGE
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" @ W/ 2-16d TOE NAILS @ EACH END
GARAGE W/A HABITABLE ROOM 0 (U.N.O.) (OR %" GYP. TYPE ")C@
ABOVE) )!/,,j[vSEE 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"x1 6" NOMINAL BLOCK WITH TOP PLATE
3/8" MORTAR BETWEEN COURSES USP SPT24
T CONNECTOR
CONNECTOR 2"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.
SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-1
EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
I`
rF
4" O.C. @ BOUNDARIES, 6" O.C. @ I
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24' O.C. W/ SP SPT22 CONNECTOR 5t
2"'x3/16" PLATE WASHER (TYP.) (A
ELEV. U-0.1 (ALT: 1/2"x`12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 0.
AK — O.C. OR 5/8"x10'WEDGE ANCHOR P x 6 W1.4 x W1.4
A. F. F. %`w @ 24" O.C.) 21- WWF OR FIBERMESH @
0 3 1/2" MIN.
4 4 ELEV. 4-3 1/2" z
4 4 P:
1 A. 0
4 2x4 CO t_j .
LL
4
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4 � z 2� 1/2"(min.)
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GARAGE DEPTH VARIES
4
(2) #5 CONT79 4" 11 V-4" 8.1
U.N.O. MIN.
GARAGE SLAB AT STEP B� TYPICAL BEARING WALL C@ STEP C@ SHEARWALL
SCALE: 3/4"=V-01" S3 �) "SHEAR WALL" SCALE: 3/4"=V-101"
0_1
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.
FOR
)CKING
I PLAN
DV/Ar%LJ rEJA t_,VIJC kUr-, 010
ALUMINUM FASCIA
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
CIS.
GYP. TYPE "X" @ GARAGE
L
\12'
NAILED W/ 8d COMMON NAILS @ 4" O/C
W/A HABITABLE ROOM
N.O\, 2x SUB FASCIA
2x S.P.F. S S 16" O.C.
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
ABOVE) W/DRYWALL
EE SOFFIT
A —
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
00�
SCREWS @ 7 O.C.
SHE ET
4
LOADBEARINGOR
(1) ROW2X BLOCKING@ MID HGT.
CEILING & 8" O.C. WALLS
EXTERIOR WALL 81, C ' M.U.
(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
NOTE: FOR WALL HGT. --q V-113". (2)
INSULATION PER
X8 "X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
1"xPT STUD
THIRD POINTS
ULATION PER CHART ON FLOOR PLAN
SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
CHART ON FLOOR
FILLED SOLID W/GROUT
#5 VERT. IN FILLED CELL
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
PLAN
SEE CC/S3 OR
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2" GYP. WB (MIN.) @ GARAGE
1x2 P.T. HORIZONTAL
G/S3 FOR ANCHOR
"J"
5/8" x 10" "J" BOLT @ 24- O/C W1 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
USP SPT22 CONNECTOR SIDE IF APPLICABLE.
NAILER
8" C.M.U. TYPICAL
BOLT INFO. 5/8"4" BOLTS BOLT
PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
@ K.O. BLOCK
5/8"- EXPANSION BOLT @24 " O.C.
STD. 90-HOOK (SEE DETAIL)
TYPE "S" MORTAR
(IF NO UP LIFT ON @ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
WALL SEE GG/S3) 444 (6 1/4" : x3 1/4" TAPCONS
SP SPT22 @ EA. STUD
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE
20- MIN, LAP [24- MIN. LAP] r nr1k1ff^rjf1
2x P.T. PLATE W/ 7' - EMBEDMENT (MIN. SHEAR
SPACE ANCH R 3500#, MIN. TENSION 2601
11 A — 1A11 A E
FIBERMESH Ar; BAR
o 2x P.T. PLATE N%-#3 OR #4 REINFORCING BAR
ARCHITECTURAL ASSUMED FINISHED Owl
FINISH E GRADE 40 MIN. Fy= 40ks'l 4
1x2 PT WD FURRING @ 24" O.C.-/ Mimi �GRADE #3 & #4 LAP SPLICE
[GRADE 60 MIN. Fy= 60ksi]
FINISH GRADE 00 25" MIN. LAP [30- MIN. LAP)
(1) #5 VERT. IN FILL MONO OR STEMWALL---,,
1/2" GYPSUM WALLBOARD �- - Z - 11� N,
F
CELLS(SEE .1 .. L 1-111 -0 1" -_ _%
U.N.O. FOOTING MONO SHOW go Affiff I AA I iiii 11
FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER Ll 11=11= A— A 1'��6 16 R 17/8" MR-K P1 -9 ri! V ft; I I
- = I =.. ILI =.. ffliffi.5111111111
I . LI
1 x4 P.T. BASE NAILER
FOR LOCATIONS) E___ E�� 'T #5 REINFORCING BAR
#5 LAP SRUCE
NOTE:
3 1/4" BASEBOARD
PORT AT EACH
*FOR BEARING WALL I E.- I I I I -I I I-
Z,
COMP. SOIL. (COMPACTED TO
FILLED CELL TYPICAL
W/ UPLIFT ONLY =1 I 1 111-4-1 ill III 1'
95% MODIFIED PROCTOR ASTM
MIN. 2500 PSI CONC. SLAB
m
AT GARAGE CONTRACTOR
--I - -_ -11� -
D1557)
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
41' 1-40
MUNICIPALITY.
CURB DUE TO SLOPE
III I M
CONCRETE SLAB W/ 6X6
/,—NOTE: EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION rD
TYPICAL EXTERIOR FRAME WALL FOOTING
W1.4XW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101"
',.N S3
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101"
3
"I.,-S-
.a I
BELOW GRADE
SLAB INFORMATION.
SLAB INFORMATION.
- E!6
le
00
- 6 x 6 W1.4 x W1.4
00
3 1/2" WWF OR FIBERMESH
6 MIL VAPOR
min.) 4"--,
BARRIER
A 4
A
GRADE
COMP. SOIL.
00
(COMPACTED TO 95%
(1) #5 REBAR w/ OPT.
MODIFIED PROCTOR
S E NCLOSURE
ASTM D1557)
I _q
3" MIN. CLR.
..-II
(2) #5 REBAR CONT .
41
ON 3" CHAIRS TYP.
1 4" V-4" 1
STD. 90 NOOK (SEE
MIN.
U.N.O.
DETAIL)
TYPICAL WALL SECTION
rA
TYPICAL THICKENED SLAB EDGE
rL
SCALE: 3/4" = V-101"
k S3
SCALE: 3/41i=11_011 � S3
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO - --j—
RECEIVE PAVERS/ DRIVEWAY
=====,,,,-BLOCK
WALL BEYOND
BLOCK WALL BEYOND
CONCRETE SLAB
I
EXPANSION JOINT
PAVERS�
1411
O.H.D. RECESS
�t 2�
13"
SE
O.H.D. RECESS
04
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4",
-
-
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
FOR REINF. INFO.
3" MIN. CLEARANCE
1'
4" (1 STORY)
/ V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
1'4" (1 ST
RY)
1 1
1 8" (2 STOR)
')
RY)
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S.
� �3
SEE TYP. WALL SECTION FOR
SCALE: N.T.S. '\_,
�3
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEALAP
INTERIOR
4 _-3 1/2"
CONCRETE NAILS W 11/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
co
F_ C-4 �=i 11711171
. - I
6 MIL VAPOR
BARRIER
_2X STUDS @ 24" O.C. U.N.O.
GARAGE
Zzz___1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
—INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
—4
14" 14" 1
INTERIOR WALL SLAB STEP NON-BRG. K
SCALE: 3/4"=V-101" ��S 3
N CHAIRS
36' MIN. LAP [36" MIN, LAP) 8" 1'.4" 8'
E = 7n
x \x .. .... .
----#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE TYPICAL INTERIOR BEARING
REBAR DETAILS K"'F� WALL W/ UPLIFT G�
SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3
EE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ ( SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD FOR TRUSS I I
AT 24" O.C. MAX.
CONNECTION INFO
SEE PLAN FOR & LAYOUT DESIGN
TOP OF BEAM SEE ROOF PLAN ;0
FOR STRUCTURAL
BEAM SIZE &
2X4 P.T. CONNECTION INFO
PLATE
7/16"
O.S.B.
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -` 1 8"
z ATTACHED PER NAILING FOR REINF. INFO.
co 0 C'(11-ICnill C: OPTION #1
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SLAB INFORMATION.
Uj
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S.G.D. rM
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SCALE: 3/4"=V-101" � �3
FLOOR PLAN FOR
,,,,,—SEE
STRUCTURAL COLUMN SIZE
& BASE CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
MASONRY WALL AND
w/ 1/4"x3" TAPCONS AT 8"
PAD FOOTING
O.C.
8" MASONRY WALL
EXTEND FILL CELLS
TRIM PER PLAN
TO FOUNDATION PAD
CONT. FOOTING STEEL _\
MAT REINFORCING. i�!
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SIZE VARIES PER 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 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: FLORES
VERSION NO' 10
SHEET NO.
S3
(MONO)
CIA
W
(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 wl (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE
I
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2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Old @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME _"N�
WALL HEADER DETAIL ri
SCALE: N.T.S. �, �4
12
TYPICAL WALL SECTION
SEE ELEV.
,,,—SEE
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
USP SPT24 @ EA. STUD
(3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAI
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD IL
USP SPT22 @ EA. STUD-----
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W1
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
GENERALINOTES
SLOPE FORWARD
FOR DRAINAGE
VENT OR 2ND FLOOR
1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL
STANDARD 3" DIA. TEE 3/4" FURRING STRIPS
THREADED 3" DIA. EXTENSION
1/2" GYPSUM BOARD
SCREW OFF (AP ry nIA 'i 1A11 r-iDVIAIA I I 0110CIA10
SEE TYPICAL WALL SECTION
12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
-Z(T:TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
y P 7.)
DOUBLE 2"x4" S.P.F. TOP PLATE
FOR CLEAN -OUT 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM C. 926
@ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS
MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2
EXTERIOR FACE OF BLOCK LAYERS 3/8" THICK EACH. 3RD LAYER
2 -SOLID AREAS ARE El SOLID AREAS ARE 1/8" TH IC K.
WALL IS 1 1/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT
EXTENSION FROM EXTERIOR CRICKET AS REQUIRED
FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8xl 6 BLOCK USP SPT24 @ EA. STUD
WALL
TO DRAIN
Ot 1/2" EXTERIOR GRADE SHEATHING
DOOR OPENING DOOR OPENING - DOOR OPENING Ct
FASTENED TO TRUSSES WITH 8d
EXTERIOR F1 COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" CKING
WALL CLEAN —OUT rA WALL O/C FIELD
SCALE: N.T.S.
'\-, �4 2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
1 ST COARSE 2ND COARSE v 3RD COARSE CARRIER/GIRDER TRUSS
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD
MANUFACTURER. L MAIN SPAN
TYPICAL SECTION THRU WINDOW MASONRYLAYOUT MOISTURE BARRIER ROOF TRUSS
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR
SCALE: N.T.S. 1\ �4 (SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL--"_�"
W/ STD. 900 HOOK IN K.O. BLOCK
VERTICAL JAM
r,/Q-lr*II A � 2" 1 nni TQ AT A I /A" A 1 1 1A11 7111 A kir% 09 '21011 A On% IC r_1 ADA f'-C ALT. KNE WALL A OVE MASONRY WALL DETAIL
KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
FOR CONCRETE PLACEMENT
z
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
SCALE: N.T.S.
�4
----- - 4
RUSS BOTTOM CHORD OR 2x4
FBILOCKING W/ 2-16d TOE NAILS
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
4
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE
EACH END
WALL
4
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
x -UP COLUMN
811 STD. 9ifHOOK-/8"-
1
-
4
4 4 X_� DOOR STOP
PSPN516Z w/ (12) 16d NAILS
SEE PLAN FOR MORE INFO
4
TOP SPLICE
7 U
;i ':c
CL
MOLDING
4
2 ROWS 1 Od @ 3- O.C. (14
18-10d NAILS
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
2x TOP PLATE
GARAGE
NAILS TOTAL) EA. SIDE OF
GREATER THAN 6-0" WIDE (U.N.O. ON
2-16d NAILS @ 24" O.C. OR
DOOR
<Lq,, SPLICE STAGGERED
a , 0
PLAN)
EQUAL TO TRUSS BOTTOM
—I/L— CHORD OR BLOCKING
2 x 6 P.T.
5/8"DIA. X 12" EPDXIED ATR
W/ MIN. 8" EMBEDMENT
OPENING
0�
*MAX 5/8" W/ 5/8" W.A. W/
2x STUD @ 24"
1 Od @ 8" O/C
5 1/2" MIN. EMBED
O.C. MAX. 11
FILLED CELL W/ (1) #5 VERTICAL
-PROVIDE P.A.F. NAILS OR
SEE FDN. PLAN FOR LOCATION
2x P.T. PLA rE EQUAL @ 12" O.C.
STAGGERED FROM BOT.
ATTACH ALL
UPLIFT= 4290# (SPF / SYP #2)
SEE A/S3 FOR
REINF. INFO. PLATE TO CONCRETE
DOOR TRACK
W/MOUNTING ANGLE
EXTERIOR STUDS
W/ (4116d TOENAILS
TO YOP PLATE
NOTES:
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
NOTE: QI-1,
BOTTOM SPLIC
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
PLATE LENGTHS MUST 13E
OVER STUD
4
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
TYPICAL INTERIOR NOW
AT LEAST 4'-0" LONG. TYPICAL
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
AL
BEARING WOOD FRAME W L KJ
TYPICAL GARAGE DOOR BUCK r K
rN
TOP PLATE SPLICE DETAIL
USP HTT16
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
SCALE: N.T. S.
SCALE: N.T.S. � �4
SCALE:NTS �4
BLOCKING (TYP.)
PROPERLY.
SCALE: N.T.S.
L-ROOF' SS
(Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
F= 2240 LBS
USP
UPLIFT CONNECTOR ISEE SCHEDULE1
@ OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY G�
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T,S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
ISTRAPS
JACKS
I STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
1'- 4'
(1)
(2)
(1)
(2)
(1) USP LSTA30
40 - 9'
(2)
(3)
(2)
1 (2)
1 (1) USP LSTA30
9'-16'
(3)
(4)
(2)
1 (4)
1 (2) USP LSTA30
TUSP SPT4 SPT24� USP SPT4� SPT24�
Fr
SP
SPT4
ROOFTRUSSABOVE
2X STUDS @ 24-1 O.C.
PLATE
OVERLAPPING 2X BLOCKING
::�t-2XTOP
A
/8"x`10" "J" BOLT \-NAILED
@ 24" O.C. MAX. INTO
MIN. (2) PER TRANSOM FRAMING TRANSOM
BOTTOM PLATE FRAMING
10d NAILS @ 6" (2) 16d TOE NAILS
STAGGERED EA. BLOCKING
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
FLAT STRAPS PER CHART ABOVE TO BE BENT
SECTION X P.T.
id PLATE
SEE SECTION AA/S1
CREATE A SOLID BASE FOR
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
AND BB/Sl FOR
ADDITIONAL DETAILS
2X8 WALL ABOVE
ENTRY
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
NOT REQUIRED @ BEARING WALLS NOTED
SCRAP MATERIAL
WITHOUT UPLIFT
USP SPT22
K.O. BLOCK W/(1)
_j
SEE FLOOR PLAN NOTES FOR
\-USP SPT4
_U SP SPT4 usp sPT4 ;T1
-BOLTS @ 24" O.C.
#5 CONT. &
LU
>
REQUIRED CONNECTION
RECESS
MAX
FILLED
0
Z
LINTEL
/rJ
5/8"X10" J-BOLTS
2-ROWS 12d NAILS STAGGERED
2X P.T. PLATE
@ 7-0" O.C.
FORM CREATES CONCRETE RECESS TO
@ 12" O/C EACH FACE OR
N_ 9.
MASONRY WALL
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
I I
\2X8 P T BOTTOM PrTE
2x CRIPPLES @
HEADER
I
KEEP STIFFENER BACK FROM SIDES ENOUGH
16" O.C. W/ (2) 12d
N I
TO ALLOW SPACE FOR FLAT MASONS TOOLS
TOENAILS T/B
\-5/8"xl 0" "J" BOLT @ 24" O.C. MAX.
USP SPT4 w/ (6)
C
(MIN. (2) PER BOTTOM PLATE)
USP
C
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
1 Od x 1 Y2" @ 24"
USP SPT4
SPT24�
SP SPT4
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
O.C.
(2) 2x HEADER SEE PLAN
Fr
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
1 Od NAILS @ 8"-----
\—INTERIOR HEADER
1 Od NAILS @ 4"
10d NAILS @ 6" O.C.
IN POSITION
GARAGE ENTRY FORM DETAIL
O/C TYP.
BOX HEADER (1) 2x SILL PLATE W/ (2)
STAGGERED
A
STAGGERED
ONLY
12d TOENAILS.
TRANSOM FRAMING
2x6 MOUNTING BASE
SCALE: N.T.S.
DOUBLE 2x
EXTERIOR HEADERS
\-NAILED
BEYOND.
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
INTO
8x8xl6 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
7,
TYPICAL (U.N.O.)
12d TOENAILS. OPENING
LARGER THAN 4 ft 2x
TRANSOM
FRAMING
L PLYWOOD
(2)
SILL PLATE W/ MP3 CLIPS
TRANSOM FRAMING
PLYWOOD FASTENED TO TRUSSES
0
rE SHEATHING
GARAGE DOOR ROLLER GARAGE DOOR TRACK
EACH SIDE
SEE SECTION AA/ S1 AND
WITH 8d COMMON WIRE NAILS @ 4"
S4
CONNECTION ASSEMBLY
"-2x STUDS TYP.
BB/Sl FOR ADDITIONAL N
O/C BOUNDARIES 6" O/C EDGES
GARAGEFLOOR
TRAVEL DIRECTION OF
DETAILS
& 8" O/C FIELD
o
GARAGE DOOR
USP HTT16 TYP. U.N.O. SEE N/S4
LISP
PLYWOOD
HOLD DOWN CONNECTIONS
SPT2�)
o
NOT REQUIRED @ BEARING
MASONRY --o
SHEATHING
MOUNTING BASE DETAIL
WALLS NOTED WITHOUT UPLIFT
-RECESS
LINTEL
/-USP
SPT4
USP
WALL BELOW — 0 o
o
5/8"X10" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
SCALE: N.T.S.
SPT4
PLATE)
SCALE: N.T.S.
I - - 1,
'BOTTOM
P.T. BOT. PLATE
4 ALTE NATE:
POURED CONCRETE BASE FOR OF MOUNTING B E
5/8" DIA. ATR EPDXIED
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
2X8 P. . BOTTr)A A�l MIN. 6" INTO BOND BEAM
F OR GARAGE DOOR AND WATER GARAGE FLOOR.
PLAT E I @ 24" O.C.
SHED FORWARD THIS DRAWING.
WALL HEADER DETAIL
I I
FRAMING DETAILS ABOVE ENTRY rR
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S. �4
5/8"00" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S.
� �4
SCALE: N.T.S.
(MIN. (2) PER BOTTOM PLATE)
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To the best of the Engineer's knowledge, Information, and
belief, the structural plans and specifications contained
withi these drawings comply with the Florida Building
and seal Is only for the structural en gineering portions of
he drawing pages bearing Engineer's signature and seaL
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DATE 2/24/2014
TECH: FFLORES
VERSION No' 10
SHEEr NO.
S4
UA
W
SEE STRUCTURAL NOTES AND -�
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOP CHORD
OR
BLOCKING F
FIRST FOUR
ROWS OF
TRUSSES @
EDGES OF 2x4 CRO�� 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
2"x4" OUTLOOKERz SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS
@ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @
SHEATHING DETAIL EA. OUTLOOKER 2"x4"
.4`17, 1 OUTLOOKER
N - @ 24" O.C.
45* 1
24" MAX.
TOP CORD BLOCKING 45't
2X4 CONT"L" BRACE
OR
FOR FIRST FOUR
FASTENED W/ (2) 1 Od
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24" O/C. CMID
OUTLOOKER
EDGES OF
HEIGHT
"L" BRACE TO EXTEND
SHEATHING TYP. 2X4 KICKER
x
AT LEAST 90% OF WEB
@ 8'-0" O/C.
EXTEND @ LEAST 90% OF
2x4 CROSS BRACE
WEB LENGTH & NOTCH @
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
GABLE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
USP RT3A WITH 8-8d
7/16" OSB SHEATHING
&(2)10dTOE NAILS@
ply
FROM LEDGER TP
ATTACHED W/ 10d
EA. END
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 0dX3" @ 3" O/C
THROUGH CHORD
INTO 74" 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 ,
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
WEEP SCREED
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. WEEPSCREED
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM-
-0
- " O.C. TYPICAL.
USP HTA20 OR EQ. @ 6 INSTALLED PER MANUF.
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
- USP HTA20 EA TRUSS
ALTERNATE LISP LSTA1 8 STRAIGHT STRAP @ 4-4-MOISTURE BARRIER
@
.
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
VERT. WEB (24" O/C MAX.) Wn-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 ri Li:)i
SCALE: N.T.S.
MSTAM36 ON OUTSIDE SCALE: N.T.S. 1\ �5
REFER TO DETAIL J
ON SHEET S5 FOR
SEESTRUCTURAL
X-BRACING, AND TOP
x
NOTES AND NAILING
CHORD BLOCKING
;o
;o
SCHEDULE FOR
SP HGAM10 W/ (4)
Wxl-3/4" WEDGE
INFORMATION
SHEATHING DETAIL
OLTS & (4) SDS 1/4 .1
—111.
2
2"X4" CROSS BRACE
1 1/2" SCREWS
WOOD TRUSSES
00
90
APPROX. 8" FROM
-7-
RIDGE FASTENED AT
RAT RUN BRACING
Lv
EACH JOINT W/ (2)
,,,--2x4
AT 24" O.C. ON TOP OF
10d & (2) 10d TOE
BOTT. CHORD FOR 4
NAILS @ EA. END
TRUSS SPANS
ATTACHED W/ 2 - 16d
1�
2X4 PANEL BLOCKING
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE
FIRST (4) ROWS OF
2X4 BLOCKING @ 24'
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL L = 4 1/2") OR EQUAL
(D = 0.207
END TYP. TOP &
O/C W/ 2 -16d
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
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
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
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
EXT. WALL CONN.
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
NON - LOAD BEARIN
LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
t1"D
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -
SEE TYP. WALL SECTION FOR
SCALE: 3/4" V-0"
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8�
ADDITIONAL INFORMATION.
SCALE: N.T.S.
S5
2"X4" OUTLOOKER @ 24"
O.C. W/ (2) 1 Od PER JOINT
1INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS) 1 Odx3" O/C
TOENAILJ 6"O/C
W/ (2) 16d TYPICAL
(2) 16d PER
NAILS
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL rj_,�
SCALE: N.T.S.A S5
2"X4"��-/
RUNNERS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
"L" BRACE W/ 1 Old @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
S5
GABLE END BRACING DETAIL
S5
CONT. BEARING
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
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
CKNAIL W/ (2) 2x4 OUTLOOKER
16d NAILS
TOPCORD
_17 '- N BLOCKING FOR
USP RT16 OR FIRST FOUR ROWS
EQUAL @ EA. OF TRUSSES @
OUTLOOKER 24" MAX. EDGES OF
SHEATHING TYP.
rl" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH ( EE TABLE)
GABLE TRUSS
1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED W/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
S
2x4 "T" ON TOP OF PANEL
1" BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
USP HGA10 @ 36"
O.C.
DBL. TOP
STUD WALL
PLATE (SEE TYP
SEC
)
2x4 BLOCKING --2x4'7BLOCKING
@ 48- O.C. 16d NAIL
1-1 BRACE
ATTACHED
10d NAILS 4'
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL (_5
SCALE: N.T.S. S5
2x4'rr" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB
SINGLE 1" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING
48'� O/C
M7Z7�r.,,_GABLE TRUSS
TRUSS VERTICAL
.
.
(2) 2"x8" 1" BRACE
USP SPT24 @ EACH STUD
FASTENED WITH (3)
ER SIDE
SECTION r4 16d P
SCALE: N.T.S. SCISSOR GABLE 1711 BRACE@
1\15�
AS PER HIB 91 SCALE: N.T.S.
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 1 Od x 3" @
EACH CONN. @ 24" O/C
MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
ARCH ITECTU RAL FINISH
_v` NON - LOAD
EXT. WALL CONN. /C-
BEARING LOCATIOR (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"XIS" (U.N.O.)
1" BRACE
24"
OfOl' - T-0"
T-O" - 6f-01'
6-10" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C.
3) SEE 6/S5 FOR MORE INFO.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SEESTRUCTURAL—
NOTES AND NAILING
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL W/ (2) 16d NAILS
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
ELEVATIONS)
I'll r SEE STRUCTURAL—
TOP CORD BLOCKING
USP RT16 OR EQUAL @
NOTES AND NAILING
FOR FIRST FOUR ROWS
24" MAX.
EA. OUTLOOKER
SCHEDULEFOR
OF TRUSSES @ EDGES
SHEATHING DETAIL
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX.
APPROX. 8" FROM
USP
8" FROM RIDGE FASTENED AT
RIDGE FASTENED AT
F11
SPT4 @ E
EACH JOINT W/ (2) 1 Od & (2)
EACH JOINT W/ (2)
STUD
10d 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" OIC FOR THE
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
END TYP. TOP &
(2) 16d NAILS
BOTTOM ATTACHED
W/ (2) 16-d TOENAILS
2x4 PANEL BLOCKING a 48"A 2x4 BLOCKING
O.C. FOR THE FIRST (4) ROWS
Jv 2x4'7 ON TOP OF PANEL
OF TRUSSES FROM EA. END
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
(a)
SCALE: N.T.S.
� �5
2X4 OUTLOOKER
BACKNAIL W/ (2)
f
16d NAILS @ 24" O/C
TOPCORD
BLOCKING FOR
USP RT16 OR
FIRST FOUR ROWS
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
EDGESOF
SHEATHING TYP.
BRACE TO EXTEND
0
rl"
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLETRUSS
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
/-
(2) 16d NAILS
W/ 1 Old NAILS @ 6" O.C.
SAND 12" O.C. FIELD
JACK TRUSS
—SEE PLAN FOR
2X4 "T" ON TOP OF PANEL--/
BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
1 Odx3" @ 4" O/C (2)12d TOENAILS
SECTION
r9,
SCALE: N.T.S.
1\ �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'=1V'
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) '7 BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
CL
/TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" D.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W/
2-10d @ EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP OR
BOTTOM OF THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, information, and
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Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the tructural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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TECH: FFLORES
VERSION NO' 10
SHEET NO.
S5
55
-
u,
W
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
12 PRE ENGINEERED
WOOD TRUSS @ 24"
URRICANE ANCHOR @ EACH TRUSS
O.C. MAX.
SHINGLE ROO
FOR UNDERLAYMENT
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
LUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL
SEE SOFFIT SHEET
NAILS OR DRYWALL SCREWS 7" O/C
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
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
LU
LU
16" O,C. 2X S.P.F. STUDS
W/ (4) 16d TOENAILS TO TOP PLATE
0 W 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.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
_j UJ LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
U_
= —
INSULATION PER
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CHART ON FLOOR PLAN
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TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000SQ.
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S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
--METAL SEAT
ER PLAN
0
OR FELT
PAPER FOR
MOISTURE
A
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
BILK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
USP LSTA24 STRAP W/ 8-10d x 1 1/2"NAILS TO STUD
rEND SHEATHING TO
)F BEAM OR GIRDER
kTE W/
O.C.
)OR TRUSS/JOIST
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-10d x 1-1/2"
NAILS TO STUD & 8-10d x 1-1/2" TO
BAND JOIST @ EA. STUD
z/1
2nd FLOOR WALL-----
BAND JOIST
'USP MP4F @ 24"
o.c. w/ 12-8d NAILS
1st FLOOR WALL
SCALE: N.T.S.
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS
TO STUD & 8-10d x 1 1/2" TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SPACER
BLOCKS
E
S6
1711 CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S. �6
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
C')
U) Lj
4"x4" INSPECTION PORT AT
cr CL EACH FILL CELL TYPICAL
2"x4" PANEL BLOCKING @ 48" O/C
1x WD FURRING @ 24" O.C.
LU (n
CL AT GARAGE CONTRACTOR
FOR THE FIRST 8'-0" OF END
BASEBOARD
to TO CUT BLOCK OR POUR
C14
WALL FROM EA. END, (TYP.) TOP &
MIN. 2500 PSI CONC. SLAB
CURB DUE TO SLOPE
BOTTOM CHORD ATTACHED W/ (2)
2ND FLOOR FRAMING SEE
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
16d TOE NAILS
SECTION J/S6
MUNICIPALITY
4"to 6" BELOW GRADE
DECKING --\
ATTACHED WALL SHEATHING
5K
TO BOTTOM PLATE/CHORD W/ 8d
'4 /FINISH
2K.
@ 4" O/C, 2 ROWS STAGGERED
4 GRADE
A. 4A 00
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FLOOR TRUSS SEE FRAMING PLAN
6x6 W1.4xW1.4
9 Z
FLOOR TRUSS
WWF OR FIBERMES�
SEE FRAMING
WEEP SCREED
PLAN
INSTALLED PER MANUF.
STD. 90'HOOK
2"X4" CROSS BRACE @ 48"
USP HTA20 @ 24" O.C. W/
(3) # 5 REBAR ON 3" CHAIR--/ 411
(SEE DETAIL)
O/C FOR THE 1 ST 2'-0" OF
10-10d X 1 1/2" NAILS INTO
W/3" MIN. CLEARANCE
END WALL W/ (2)10dx3" @ EA.
BLOCKING TRUSS & MIN. 4"
TYP 2-STORY WALL SECTION ri
END INTO 2"X4" BLOCKING
EMBEDMENT IN CONIC.
SCALE: 3/4"=V-0" q6
2ND FLOOR FRAME CONNECTION � �R
PARALLEL TO MASONRY WALL
SCALE: 3/4"=V-0" 1\ �6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 11"
2"x BOT. PLAT[
(2) 10d @ 6" OX
PRE-ENGINEE
FLOOR TRUSIE
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/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.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
USP HTA20 @ EA. TRUSS
W/ 10 - 10d x 11/2" NAILS INTO FLOOR
TRUSS & MIN. 4" EMBEDMENT IN
KO BLOCK
B
SCALE: 3/411=1 #_off S6
B.U,C.
8 - 10d NAILS TO
STUD PER STRAP
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-0" �6
NOTE: 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 —' ///
HGT. FOR WALL HGT. < V-15". (2) 5/8"DIA x 10" "J" BOLT W/ 8"
ROWS OF 2X BLOCKING @ 3rd PTS
EMBED*MENT @ 24" O.C. W/
FOR WALL HGT, > 8'-6"
2"DIA.X 3/16" PLATE WASHER
USP SPT22 @ EA. STUD (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
WWF OR FIBERMESH
li-- A
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INTERIOR 2-STORY FRAME SECTION le"'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
S6
102" OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING 0
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WALL ELEVATION DIAGRAM
4 FT.
4 FT.
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4 FT. 4 FT.
2x CRIPPLES @ —
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@ NAIL OPENING PERIMETER @ 3" O.C. W/Eld COMMON NAIL
@ NAIL INT. AT 3" D.C. W/8cl COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
W/8d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W/ 8d COMMON NAILS @ 4" O,C.
@ (2) 8d NAILS @ Y D.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
OTE:
8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8'.
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W1 7/16"
OSB FLITCH PLATE TO W/ (2)
12d TOENAILS EA, END, NAIL
FLITCH PLATE TO VERTICAL
W/ (4) 8d NAILS
(2) 8d NAILS @ Y O.C.
WALL SHEATHING INSTALL.
& NAILING SCHED.
� �6
S4
BOX HEADER
ONLY
SEE PLAN FOR REQUIRED ---
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
(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 WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
6 W1.4xW1A
SLAB W/ 6x
WWF OR FIBERMESH
7 .A
E
..A
C,4
'A* 'A
M I M I
4-
=-.I I 1E1 1511 1= -
—11 1=1 I JEE1 I
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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
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2)
12d TOENAILS.
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.
P.T. BOT. PLATE
FLOOR TRUSS
me
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x 4" WALL
2"X 6" ILL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
1'4-_
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) USP LSTA30
91-16,
(3)
(3)
(2)
(3)
(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.
USP SPT22 @ EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
0?
11-1
I�L—I I
(3) # 5 REBAR ON 3" CHAIR ----14" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING v
@ WOOD IIST FLR. SEE J/S6 SCALE: 3/4"=V-0"
FOR ADDITIONAL
INFORMATION.
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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
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: FLORES
F
VERSION NO. 10
SHEET NO.
S6
2x12 SYP
SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD WITH STRINGER
-SIDE) TO BOTTOM EDGE OF 2xl 2
FACE OF 2ND RISER 3/4" RISER CUT TO FIT
STRINGER
MAINTAIN BETWEEN j"
AND�`GAPTOPAND
BOTTOM, GLUED AND
NAILED TO STRINGER
STRINGER MUST MAKE FUL 2x4 BEHIND RISER
CONTACT WITH LANDING BLOCKING FOR
1 x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
FLOOR
2x4 DRAFT RISER AND TREAD
x STOP
///z/�/z/
JOIST
z
2X8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
!1 7 7 7 77 77-7,
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).
1314x 11
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2X4 UNDER STRINGER GLUED AN
NAILED TO LANDING BLOCKING
D
2x4 PT NOTCH_
INTO STRINGERiiiiiiiiiiiiiiiiiiiiiiii�
—D
illi"
H
�-i BLOCKING FOR STRAP
L-iii blocking
-20" FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD (USP
MTi
PLAN VIEW
SCALEFT"=V-0'�
E:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
mlll�
SYP
2x8 SYP
2x8
SYP
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
2
4 CUT
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
SECTION VIEW "All
SCALE: 1 V-0i"
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
2x SYP CUT TO FIT
BEARS IN WALL
2x12 SYP B
IN WALL
2x6 SYP
E
2X4 PT NOTCHED 11's
AND NAILED TO FL(
2X4 CUT ON BEVELiii/ AT STRINGER CON'
DOES NOT BEAR IN
WALL
SECTION VIEW "ID11
SCALE: 1 Viiii
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED
PLYWOOD DECKING
F04-2x SY CUT TO FIT
BEARS IN WALL
_----2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0i"
NGER
3LUED
NAILED
SECTION D-D
2x4 SPF NOSING GLUED AND SCALE: 1 V-0.1-
NAILED MATCH NOSING ON
OTHER TREADS
—3/4 PLYWOOD
10 ON DECK
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN SYP GLUED H
AND�`GAPTOPAND AND NAILED TO
BOTTOM, GLUED AND -AH
2x4 syp FRAMING 2x4 SYF
NAILED TO STRINGER L�I,
blocking for BLOCKI 4 3 FOR
.f 2_x4 DRAFT 2x12 lo Z. r=
strap (U STRAP 1:1
M STOP TREAD MTW`12�
2x12 TREAD GLUED
GLUED AND AND lo
NAILED--i
NAILED---\
2x4 PT NOTCHED INTO
x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONED
I
INTO FLOOR WITH GLU NOT TOUCH STRINGERS
STRINGER CONT T
AC 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
ji"�H SECTION VIEW
SCALE: v-0,
2X4 PT NOTCHED INTO
STRINGER AND 2
TAPCONED� x
Iii,
INTO FLOOR WITH GLUE_A NOT TOUCH STRINGERS
STRINGER CONTACT GLUED AND NAILED TO STRINGER
POINTS OR DRYWALL SPACING
B
H
2x4 SYP BLOCKING
FOR STRAP
(USP MTW12) BEHIND
RISER
SECTION V
SECTION VIEW "Ell
SECTION VIEW
SCALE: v-0.
O�
F
ST(
2X4
SCALE: V= V-0i"
IEW 111311
SCALE: 1 V-0"
;ER
BLOCKING FOR 2x12
PT UNDER 2x12
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" x
2 J" TAPCONS @ MAX. 32" O.C.
4 GLUED AND NAILED TO STRINGER
DRAFT
)P
B SYP DRYWALL STOP
JST NOT TOUCH
'RINGERS
G
x4 BLOCKING FOR 2x12
(4 PT UNDER 2x12
TOP OF
STRINGER
--J---PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. Wit J" x
2 J" TAPCONS @ MAX. 32" 0. C.
_1x4 GLUED AND
NAILED TO STRINGER
11C11
SECTION VIEW
SCALE: 1 V-0"
CONN. TO BOTT
OF NEWEL POSI
PER CONTRACT
FLOOR GIRDER PROVIDE SOLID BLOCKING
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
LVL NAILED TO JOIST.
NEWEL POST.
SECTION VIEW G-11
SCALE: 1 V-0"
L POST LET INTO
iLOCK
IDE
<ING
BLOCKING
SCALE: 1 V-0i"
0 1 MIM k.,#U1N0 I MUU I 1UP4 Ur. I /-XILO
(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
JD NAILED TO
WALL BELOW
JOINT
TO
)fSTS)
2X
USP (I
ECTION VIEW 11H11
11. V-01.,
SCALE:
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To the best of the En s knowied'geiin 'e%;, and
belief, the structural W% i,
W*) rolli'lli ntained
within these drawings comply w1V he 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: FFLORES
VERSION N
0' 10
SHEET NO.
ST
DOOR JAMB (REFER XA44 11/2* DRYWALL
DOOR JAMB (REFER 11X4 F1/2"DRYWALL DOOR JAMB (REFER
1X4 F1/2" DRYWALL
UNACCEPTABLE INSTALLTION
MAX. 8"
L11
TO SHT. SDW2-K1 P.T.
TO SHT. SDW2-K1 TO SHT. SDW2-K1
FOR CONN. DETAILS
*t
PROPER INSTALLATION
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.,
FOR CONN. DETAILS
FOR CONN. DETAILS
1X4
X 4
#5 REBAR (TYP)
*411110
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
-1 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" LONG
FURRING
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS TAPCONS STAGGERED
STAGGERED @ 16"
I
2X8
ElIX8
(TYP,)
BLOCK@ SPACING
1" DETAIL
1X8 P.T. STAGGERED@ 16"O.C.
O.C. 2-ROWS INTO 2-ROWS INTO
000
4
"It
PER MANUFACTURE
MASONRYTHROUGH MASONRYTHROUGH
1x8 P.T. 1-1/211 DETAIL— 311
DETAIL
11 D. 90- HOOK (TYP.)
STD. 90^
2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT,
WEB
ETAL SEAT PLATE
T A N
TAPCON @ 16"
CO
0 C 4
O.C. & 4" FROM
F R
1X4 P.T.— 3/16" x 3 -1/2" DOOR JAMB (REFER
1/2" DRYWALL
F
E, 7-
U LJIA J 7
NOTE:
LAP SHEATHING TO
E H END
DOOR JAMB (REFER EACH END W/ MIN
F-1X4
DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
f
2" EDGE DIST.
TO SHT. SDW2-K1 2 EDGED IS
TO SHT. SDW2-K1 CONN. DETAIL -
BOTTOM OF BAND
JOIST TYPICAL
FOR CONN. DETAILS
FOR CONN. DETAILS 1 Od @ 12" 70.C.
1X4
-j
13"'VZ"'
FURRING
z 2X8 P.T. WITH 3/16'
"0 X
LONG TAPCONS
S
+ NOTC EB (0) FIRST COURSE
USP HGAM 10 @ 12" O.C. w/4-SDS
1/41 1/2" SCREWS INTO BAND
T
2X8 P.T.
2X8
T ",
2x P.T. AS REQ'D
STAGGERED @ 16" O.C.
JOIST & (4) 3/16"x1-3/4" WEDGE
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL
NOTCH WEB AT THE
FIRST 2 COURSES
BOLTS INTO K.O. BLOCK
BUILDOUT OVER SIZE DOOR
-WINDOW ROUGH OPENINGSK'ccN),
FILLED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION f/ H�
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
� �s
SCALE: N.T.S. � �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" M IN.
= 1890 # FOR 2 STRAPS
FILL I st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
2'-
8"
1-PLY PRE-ENGINEERED TRUSS
SOLID WIGROUT
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK -`- F
1/4" x 3 1/4" TAPCONS
/ I
USP RT1 6M W/ (8) NA1 1 NAILS & (6) 1" x 2j"
BLOCK HEADER
TAPCONS
1/2" DRYWALL
(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
10d NAILS x 11' NAILS AND
8d NAILS AT 8" O.C. AT BUCK
(4) J" X 1 t'WEDGE BOLTS (1) STRAP 1225
5A
2 x 8 4 DIAGONAL (4) 10d NAILS INTO
INTO
LEAVE A CUT OUT IN O.S.B. ON THE
(2) STRAPS 2450#1)
BRACE(S) 2 x 8 BRACE/ BLKG.
BLKG
7n
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 13 - FOR
i O� S
POLY CELL IN THIS AREA
'-2x845 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. z 1 4
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 10d NAILS
i, 1 mail JmTr) ) ".q
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
OVERHAN
CONNECT W/ 8d NAILS BRACE/BLKG.
\-2
N.T.S,
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
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU
TRUSS AS SHOWN FOR O.H. UP TO 7-6"
FOR OVERHANGS BETWEEN 3/4" TO 1 1r2"
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 7-15" TO 4'-0" O.H.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4%," WOOD
NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D.
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
)(Ov (2) 10d NAILS @ 8" O.C.
6A
ARCH DETAIL
i
WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
TO TRUSS TOP CHORD
SCALE: N.T.S.
SS
6)1
O.C. 12
+
+ + rl&y PLYWOOD SHEATHING
11-011 51-011
L
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
+ +
+ +
OJUINISH FLOQR
2 x 8 BUCK - CONNECT TO BLOCK
SECTION
+ + BLOCKING AS
b
WITH 1/4" x 3 1/4" TAPCON (11/4" MIN.
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
>
EMBEDMENT IN 0
PER NAILING SCHEDULE ILL
TO SUPPORT
/4" MAX
2-41 8"
TRUSS + SOFFIT
+
4`
#5 BAR
4
BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH
(5) -12d
+
+
tv, i
CENTERED W/
BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
IN TOP
1 X 4 FURRING
EACH TRUSS
KNOCKOUI C14
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
B TW""\
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/ (3)
CONNECTOR
MONO FOOTING
1% %
PROVIDE 2 x 8 DIAG. BRACE
SIZE AND REINF. PER PLAN
0
VERT. BRACES WHEN HGT. F
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
12d NAILS
SEE LINTEL
AND SECTION DETAILS
BRACE EXCEEDS 24"
JACK TRUSS PROVIDED BY--//
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
A
CLEAN FILL
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
tENTER SOftIT
DIRT
TO BE INSTALLED
J
BUILT UP PLWD. BUCK -
4'-0" MAX SEE PLAN
PRECAST LINTEL 1%
A ffTANDARD z
9
SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
2X4 SYP #2 CONT, (MATCH TRUSS D EPTH
%
SEE ELEVATION
gy
#5 BAR IN
HOOK &4
TO FIT ARCH CONNECT W/
'�--2
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
FOR OVER HANG
FILLED CELL,
8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD,
SCREWS @ 16" O.C. MAX. OR IF MASONRY
-(MAX. 4'-0")
" , %j
BTWN. OSB ARCH FACES W/ (4) 10d NAILS
EQUAL EQUAL_
WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16"
- , *
INSTALL WDW, SCREW — THRU OSB INTO 2 x 8
O.C.
ANCHOR INTO ARCH BLKG.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS ARCH DETAIL
SECTION @ ENTRY
SECTION @ ROOF EXTEN SION rM
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
.13-13
SCALE: N.T.S.
�s
SCALE: 3/4" V-0"
1\is�
SCALE: 3/4" V-0"
SECTION DETAILS
SCALE: 3/4" V-0"
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
COURSES TO PREVENT THE MORTAR FROM BEING OUT.
1/4" 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 PER ANCHOR)
(1) #5 BARS CONT. OCCURS
TOP WITH MIN. 3"
THREAD ROD EPDXIED W/
SIMPSON "SET" EPDXY MIN.
z EXISTING BOND BEAM
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 6-4-
5" EMBEDMENT & 3" MIN.
0
U)
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
-F.F.
EDGE DISTANCE
FILL CELL FULL HEIGHT W1
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 9
j rA
THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
Uj a-
REINFORCING AS FOLLOWS:
�.N S EALANT
!� co 1 1
u- CL NN4Iii�
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
L,!
M 5X6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE,
N
':;.' 6" MIN. LAP SPLICE W/
L) 2�
FOOTING
2-#5X6'IN CONIC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
,,�EEXISTING
FILLED CELL
SMOOTH. DO NO FURROW.
C14
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
NOTE:
04
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION
1�--
NOTES.
C14 0 t�
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
61
"�—(2)
-'0
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
#5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
7r
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT 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.
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To the best of the Q'Aritt on, and
belief, the structural plans an."m ined
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: IFFLORES
VERSION No' 10
SHEET NO.
SS
*DIAGONAL SPACED
NOTE: PENDING BEAM
AT 15'-0" O.C. MAX
BEARING LOCATION, THE
ROOF PROVIDE 2X4 MIN. BLOCKING AT
'E "lu
SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN
AN SHI
PLAN TRUSSES W/ (2) 12D NAILS EACH
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
FLAYOUT
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
END TO TRUSS TOP CHORD
2X4 BLOCKING TYP.
,—CLIP EACH TRUSS
BETWEEN TRUSSES TRUSS
(2) 2x8 #2 SYP W/
(SEE ROOF PLAN
BLOCKING
A
7/16" O.S.B. FLITCH
BUCKET TO COLUMN
FOR TYPE)
SECT. A -A
PLATE TOP @ TRUSS
FRAME OUT TO
BRG.
SUPPORT COLUMN BUILT-UP
BLOCK EDGE
A
(2)-2x4's OR 4x4 W/ (2)-1 Od
G.T.
NAILS @ 8 O.C. EACH PLY
----SEE DETAIL 4/D1
ADD 2X4 ALONGSIDE
(SHOWN AS 4 x 4)
FOR BEAM SIZE
TOP CHORD WHEN REQ'D
,
1,,� (2) USP HTA20's
EXTERIOR SHEATHING
ATTACHED PER NAILING
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING ACK
TYPICAL BLOCK
w/(l 0)- 1 Old x 1 1/2 EA. TO COL.
SCHEDULE
2x SPF #2
MAX 24" SPAN (EITHER �RUSSES lip
WALL
ALT: (2) USP MSTAM36
AT 16" O.C.
SIDE OR BOTH IF REQ'D) oo G.T
STRAPS CENTERED
w/(l 3)-1 Od NAILS Ea TO COL.
CONTINUOUS LATERAL BRACING-
TIE BEAM
___�—BUILDER FRAME
NAIL OVER X-BRACE AS SHOWN-
4
—IV
RADIUS
AS REQUIRED
INSTALL BLKG. AT TRUSS WEBS
(2) 12D NAILS
FOR NAILING
AT 12" O.C. MAX
X-BRACING - 2x4 SPF OR SYP
w/ 2-16d @ EACH TRUSS WEB
BEAM @ RAISED ENTRY
CROSS BRACING DETAIL JYP.)K'�,�
HIP/RIDGE BLOCKING DETAIL
MASONRY WALL r4
KNEEWALL @ ENTRY FRONT WALL
SCALE: 1/2" = V-0"
SCALE: 1/2"=V-0"
SCALE: 1/2" = V-0"
SCALE: 1/2" V-0'
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.
MAY BE NAILED EACH DIRECTION TYP. U.N.O.
USP LSTA18
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
VERTICAL SCAB
w/ MIN. (4) 12d WHEN
CENTERED @ USP HD4101F BUCKET
kSEE PLAN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP &
SPLIT TO TIE SEE ROOF PLAN FOR
BEAMS TOGETHER MORE I NFO
FOR CANT.1
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
W/ (14) - 1 Od X 1 1/2" EACH
—SEE FLOOR PLAN FOR
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
COLUMN SIZE& BASE
SEE FLOOR PLAN CONNECTION INFO
OSB FLITCH PLATE
REQ'D ONLY WHEN
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.
A;/ �
. \� --I /-- COLLAR TIE
FOR COLUMN SIZE
& ADDITIONAL INFO. ____---7/16"
INDICATED ON BM.
2x4 #2 SYP NAILER. NAIL
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
EVERY 3rd
RAFTER
OSI3 FLITCH PLATE
SEE FLOOR PLAN FO R
SCHEDULE/PLAN
TO STUDS w/3-16d @
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0"
REQ'D ONLY WHEN
INDICATED ON BM.
OPTION A
COLUMN SIZE& BA
CONNECTION INFO SEJ
OPTION B
OPTION C.
EA. STUD. TOENAIL EA.
TRUSS TO NAILER w/3-1 Od
ROOF AND EXTERIOR
O.C. MAXIMUM.
2x4 SPF 2
SCHEDULE/PLAN
SHEATHING ATTACHED
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD
PER NAILING SCHEDULE
NAILS AT EACH TRUSS INTERSECTION.
SCREW EACH TRUSS
COMMON BM. TO POST ATTACHMENT �'�A
SEE 2ND FLOOR WALL SECTION
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C.
14 FOR ADDITIONAL INFORMATION
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
B
SEE ROOF PLAN
SCALE: 3/4"=V-0"
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB B—X
FOR BEAM SIZE &
BM. SPLICE OVER
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
1 7 -- BEVEL CUTS
CONNECTION INFO.
F
CENTER OF POST
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
PRE -ENG.TRUSS (OPTIONAL)
A A
2X4 BLOCKING
SEE PLAN FOR Ah
--- -- --------
2X4 DIAGONAL AT F-O" O.C. BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TO P
TOP OF
8 E�_A_M �V
MAX & EACH END ALTERNATE
CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. A
DIAGONAL----, 2x8 #2 SPF RIDGE BEAM
AT 8'-0" �—WOOD
MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT
USP ST1 8 \--SEE
TO 8FT 2X4 RAFTERS FOR SPANS LESS
TYP. U.N.O.
PLAN FOR TYP. U.N.O.
THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od
SEE FLOOR PLAN FOR
CANT. IF
INDICATED
USP JU26 OR IF 2 PLY
COMMON TOENAILS TO RIDE BEAM
COLUMN SIZE &
TRUSS USP JUS26-2
SEE FLOOR FRAMING
ADDITIONAL INFO.
TRUSS TO LEDGER
2X4 CONT. AT—/ CONC.MASO'NRY
(WOOD COLUMN SHOWN)
2X8 #2 SYP CONT. LEDGER W/
PLAN AND J/S6 FOR MORE
T & B CHORD STEEL OR WOOD
MIDDLE
(4) 16d NAILS ATTACH NAILS
INFO. VERIFY WITH PLAN
BEARING SUPPORT
INTO END OF EACH FLOOR
FOR LOCATION AND
TRUSS, 24" O.C. MAX. (AT
DIRECTION (IF PARALLE
A -A ALTERNATE BLOCKING
EACH SIDE OF G.T. INSTALL
NAILS EACH SIDE)
SEE 2/D2 FOR BLOCKING
INFO)
CORNER SEE
FOUNDATION
(4)
DETAIL @ INTERIOR BEARING
PLAN FOR MORE INFO
MASONRY WALL
(TYPICAL)
---------ZWOOD
SCALE: 1/2" V-0"
COMMON BM. ATTACHMENT
TRUSS -J
A PROVIDE BLOCKING AT ALL TRUSS BEARING
SCALE: 3/4"=V-0"
SECTION AT LOW ROOF
SUPPORT WHERE TRUSS DEPTH EXCEEDS
TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT
SCALE: 1/2" V-0"
SCALE: 1/2"=V-0"
VARIES
ROOF SHEATHING
ATTACHED PER
SEE 1/S5 FOR SEE PLAN FOR
ADDITIONAL VALLEY TRUSS
2x STUDS @ 16" O.C.
W/ USP SPT22 @
BASE & SPT24 @ TOP
8d
NAILS AT
2x4 #2 SPF BRACING @ NAILING SCHEDULE
16" O.C. W/ (4) 12d COMMON TRUSSES.
EXTERIOR SHEATHING
ATTACHED PER
OUTLOOKER 4"
INFO.
O.C. INFO.
2x BLOCKING BETWEEN
STUDS TO TRUSS W/ (2)
TOENAILS TO TOP
7
12d TOENAILS EACH END
STRUCTURAL SHEATHING
SEE TRUSS PLAN
PLATE & (2) 12d END ----------- —MIN. (2) 2x4 FOR CONNECTION
NAILS TO TRUSS INFORMATION.
SPFTOP
2x4 STUDS W/ USP NAILING SCHEDULE
SPT22 @ BASE SEE
J/S6 FOR MORE
GABLE
(BETWEEN TRUSSES (2)
12d NAILS TO EACH
ATTACHED PER NAILING
CHORD
LOW ROOF/WAL
VERTIVAL STUD)
BOTTOM PLATE
INFO.
TRUSS
SCHEDULE
1
4VARIES SEE PLAN
-7
SHEATHING ATTACHE 2x BASE PLATE W/ (2) 12d
PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/
gb VARIES W/
FOR WALL LOCATION
2X4 BASE PLATE W/
1/2" PLYWOOD
USP MTW12 TO BLOCKING
`-F ROOF SLOPE
USP LSTA30 OR
MTW12 TO FLOOR
(2) 16d NAILS TO
BELOW @ 16" O.C.
WOOD WALL—\
OR TRUSS. �-2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
--y A 16" O.C. W/ EXTERIOR
GIRDER BELOW @ 16"
O.C.
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
SEE PLAN 16d COMMONS
SHEATHING ATTACHED
NAILS EACH
T 7PLYWOOD
STUD TYP. T&B
TRUSS OR
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR PLATE BELOW
z
MASONRY WALL
A
--MASONRY WALL BELOW: USP
HTAII 6 @ 4'-0" O.C. TO GABLE
TRUSS BEAM BELOW: USP
FLOORING
ROOF SYSTEM
TOP OF WALL
. ..: MIN. 2X4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM FLOOR GIRDER
OR BEAM
SEE TRUSS PLAN
HTW20 @ 4'-0" O.C. TO GABLE
TRUSS
—W/—
4
tb
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE @ 3" FROM EACH END &
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
A
COMMON TRUSS
SEE ROOF PLAN
LOW ROOF TRU& :5)
RAISED BOTTOM CHORD
2x6 BLOCKING UNDER FLOOR G.T.
2nd FLOOR WALL W/ USP SEE PLAN
v
PLAN FOR MORE 16" O.C. MAX.
FOR CONNECTION
EXTENSION SEE TRUSS
JUS24-2 EACH END
SHEAR TRANSFER
INFO.
SECTION @ FLOOR
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
EXTERIOR. WALL
SECTION @ ENTRY (8
CONNECTION r22NN�
SECTION AT HIP GABLE
SECTION @ BUMP OUT(39"�
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
SCALE: 3/4"= 11-01.
SCALE: 3/4" = 1'-0"
SCALE: 3/4"=V-0"
DETAILS & SECTIO
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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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SCALE AS NOTED
DATE 2/24/2014
TECH: FLORES
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
BELOW AND
CONNECTION.
(22) 10d NAILS
ALT.
(2) - 2x SPF TOP PLATE
FLUSH W/ TOP
2 /—OF MASNORY & 8d
+
BLOCKING INFO
G)
SEE PLAN FOR CONN.
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
SEE FOR
BLOCKING NAILS T/B FLANGE
0
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
DETAILS
2xSTUDS
+
FLOOR +
ADHESIVE TO T
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
(2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
OB
2x4 CONTACT
8" O.C. EACH SIDE
END OF SILL. MAX. EXTERIOR HEADERS
SURFACE A 2x4 #2 BLOCKING
2'
U.N.C. ON PLAN
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
2
AT 48" O.C.
IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x
THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE
EXCEEDING 6 FEET.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
CORRECT BLOCKING
w/ (3) 12d EA. END
FLOOR DECK
INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D
(2) USP MSTAM36 STRAPS w/ (8) 1 Od
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
REQUIREMENTS
I
1-1/8" RIM BOARD
TO HORIZ.
BLOCKING
TYPICAL BLOCK
WALL
JAMB INFO
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
SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO
MASONRY WALL BELOW. CONTRACTOR
VERIFY W/ PLAN
8d NAILS @ 3" O.C.
WALL SHEATHING
JOIST SEE PLAN
(2) - 12d TOE NAILS TOP
(2) USP MSTAM36 STRAP(S)
CENTERED W1 (8) 1 Od NAILS
I -JOIST SEE PLAN
TIE BEAM
PACK w11 Od NAILS FLOOR DECK
@ 8"o.c. >—FLOOR TRUSS/ I -JOIST SEE PLAN
MAY USE (2) SIMPSON MSTAM36 STRAPS
w/ (7) 10d NAILS & (4) Y4" x 2 Y4" TITENST
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM WINDOW
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 1 1/2" l'-O"
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0"
GABLE END RIM JOIS
O.C. (MAX) AND @ EACH
END OF WALL UNDER
SIMPSON (2) MSTAM36 W/ (7)
1 Od NAILS & (4) Y4"xZY4" TAPCONS
PROVIDE BLOCKING
BELOW JAMBS
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
STRAPS w/ (22) 1 Od NAILS OR (2)
SIMPSON MSTA36 STRAPS w/ (26) 10d
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SEE R/S6 FOR
CONNECTION INFO TO
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
NAILS (G.C. TO INSURE SOLID BLOCKING ECTION CORNER CAN NOT BE INSTALLED
S
MASONRY WALL
(2) - 1 Od 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_'N�
SCALE: 1/2" = l'-O"
AS NOTED
SCALE: 3/4" 1'-0"
SCALE: 1/2" 1'-0"
SEE Q/S4 FOR
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.
JAMB STUD 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
CRIPPLES IF LONGER THAN 8" TALL.
T_yP-j
2-2x4SPF USP RS150 W/ MIN. 12" END
USP SPT4 W/ (6)-1 Od X 1 1/2
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
2x HEADER TO SIT
W
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO (2)
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 AT 16" O.C. U.N.O. D USP SPT22 W/ (6)-10d TO STUD &
@
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
NAILING AREA (TYP.)
(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
/:(2)
CONNECTION
SEE PLAN
USP MSTA36 STRAPS CENTERED
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
W/ (22) ld NAILS OR (2) SIMPSON
DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER
AT STEP DOWN LOCATION, MIN 7"
XSP F EMBEDMENT PAST STEP,
REQ'D JAMB INFO
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
MSTA36 STRAPS w/ (26) 1 Od NAILS
(EITHER USP OR SIMPSON STRAPS
PLATE SEE PLAN CONNECTION DETAILS FOR
Z�
Xl�." MORE INFORMATION
FLOOR SYSTEM OR
12d NAILS AT 6"
C B
BASE PLATE USP SPT4 EACH STUD
PRE-ENGINEERED @ HEADER / JAMB CONDITION
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
2x CRIPPLES @ 16" O.C. _�,
W/ (2) 12d TOENAILS T/B
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 10d TOENAILS AT EACH END OF
2-STY. FRAMING
ARE ADEQUATE)
BAND JOIST & BLKG.
O.C. TYP T & B USP SPT6 OR
(2) 2 x #2 SPT8 @ 24" o.c.
SYP
WAL OR BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
U.N.O.
SPACED W/IN 6" FROM OPENINGS
(2) - 2 x4 SPF
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
j
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/ 10d NAILS @ 8"O.C.—
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
LE 2 x 4 42 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS,
TYPICAL BLOCK WALL-------,,
PLYWOOD ATTACHED PER
NAILING SCHEDULE
USP HTT45 BASE W/
AT 16" O.C. U.N.O. (2, z
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ I -JOIST SEE PLAN
(18) 16d NAILS & V8"
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
E P F
PLATE W/ MP3 CLIPS EACH SIDE
2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 1 Od NAILS
TIE BEAM
MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
(2) LSTA1 2 WRAPPED UP
D
BASE PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
CONTRACTOR MAY USE
PROVIDE BLOCKING
AND OVER TOP PLATE x PPLES @ 16" O.C. W/ USP
SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS w/ (3)
12d TOENAILS T&B
SIMPSON MSTAM36 W/ (7)
BELOW JAMBS
/t-
T.-IT— SPT22 & SPT24 (OR SPT4)
1 Od NAILS & (4) Y4114Y4"
CONNECTORS @ TOP
PROVIDE EXTERIOR SHEATHING
TAPCONS INSTEAD OF USP
STRAP. EITHER STRAP IS
SEE FOUNDATION PLAN
PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
ATTACHED PER NAILING SCHEDULE
2 ST. INT. BEARING WALL
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
SHEATHING CAN STOP ONCE UNDER
HEADER CONN.
@ 2nd FLOOR
STUDS BELOW HTW20 @ BASE TO HEADER
5� LOWER ROOF.
2 STORY COL.
GIRDER r7
(IF CRIPLLES ARE LESS THAN
SCALE:
1/2" V-0-1
SYSTEM 42
SCALE: 1/2" = V-0"
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 S E 8/D-2 FOR ALT, CONDITION. DETAIL TO BE
1'�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/D-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 STUD S
PER PLAN
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24" O.C.
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
HEADER/STUDS W/ (22) 10d
2) 2x HEADER SEE PLAN
DOUBLE 2x4
USP MP3 EACH END TYP.
FOR OPENINGS LESS THAN 4'-0" WIDE,
(1) USP LSTA30 STRAPS BENT
NAILS
2x CRIPPLES @ 16" O.C.
TOP PLATE
SILL MAY BE ATTACHED W/ (2) - 16d
OVER TOP PLATE THEN DOWN
US P S PT4 W/ (6)-1 Od X 1 1/2"
W/ (2) 12d TOENAILS T/B
TOENAILS @ EACH END
THE FACE OF HEADER/ STUDS
@ 24" O.C.
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
W/ (22) 1 Od NAILS
(2) - 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
WO/
_4'"7�2x
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d TOENAILS.
STUDS @ 16" O.C.
2x CRIPPLES @ 16" O.C.
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
EXTERIOR HEADERS
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 10d TOENAILS AT EACH
END OF SILL (MAX. OPENING,
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
THAN 4 ft 2x
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
(2) - 10d TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
ALT. HEADER ANCHOR
WIDTH 4 FEET). IF OPENING
OPENING LARGER (2)
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
r8
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
BUT NOT EXCEEDING 6 FEET,
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.
A MP3 CLIP IS TO BE
INSTALLED AT EACH END
OF HEADER SEE Q/S4 FOR
EACH END.
FLOOR DECK
TOP OF 2x8 TO
REQ'D JAMB INFO
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
(2) USP MSTAM36 STRAP(S)
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
END OF OPENING
W/(22) 10d NAILS
CENTERED W/ (8) 1 Od NAILS
2X CONT. RIBBON
W/ (2) 10d NAILS
NAILED TO STUD PACK
W/ 1 Od NAILS @ 8"o. c.
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2x4 BEYOND
DOUBLE
CONTRACTOR MAY USE
AGAINST
2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON (2) MSTAM36 W/ (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4) Y4"x2,Y4"
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
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = 1 1-011
SYSTEM 42
SCALE: 1/210 = 1'4'
SCALE: 3/4" = l'-O"
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and sea[ 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: FFLORES
VERSION NO 2mO
SHEET NO.
D2
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weat
barrier above header to allow for flashing
installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
�v
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NOT USED
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
''n WEATHER
VE BARRIER &
tARILY SECURE
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHING
3/4"-V BEAD OF CONSTR.
SHEATHING
BY LAPPING DOWN
I
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND Up
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
@
WEATHER
SELF -ADHERED FLASHING
RESISITIVE
BARRIER
SEAL TOPS OF JOISTS
UNDER DECKING
SUBFLOOR
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
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
-A (SEE DETAIL WP02)
SECTION
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
Q
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
1
2
4
5
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0. 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
V
Q
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
RUBBERIZED ASPHALT
RUBBERIZED
ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING F_
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
FOUNDATION WEEP SCREED
NOT USED
SCORED
RELEASE P1 PER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
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 FMA/WDMA 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
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
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
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 as(Din each detail that corresponds to the numbered items in the list of
Refer to the number marked
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self; -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 21'
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/*001\ WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
-Starnpede 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 needto
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: FFLORES
VERSION NO 10
SHEET NO.
W P
LJSP Connectots
Closs Refcwm�e
USP Florida Statewicic Evaluation Repoit Sillip-,oll Floii(M Stalewi(W EVaklatl0l) P01)01t CD
Stock No Pioduct Appioval No Basis Stock No Piodtj(A Appioval No Ba'Is C5
A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606
HD210-2 FL17232.3 Cn
ESR-3445 HU210-2 FL10656.20 ESR-2549 -cu C/)
HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 CD
HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 2 W
0 0
HD216-3 FL17232.3 ESR-3"5 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET C)
HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.642 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If
they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the C)
HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 product approval number for any of the applicable listed products. M (:) >
(/)-0 E 0
HD410 FL17232.4 ESR-3"5 HU410 FL10655." ESR-2549 L_
0) L_ 0-
HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 Categ0rY1Subc&t9g0rY Manufacturer Product Description Approval Number(s) Test Pressures Cn C:)-
HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 - ICU
H00410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 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
ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf
HGAMIOKT FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803
HHCP2 FL17236.7 ESR-3448 HCP2 FL10"7.2 ESR-2551 ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf
HTA16 FL17680.2 Evaluation Report HETA16 FL1 1473.5 SIM200802 B. SLIDING General Aluminum Company Series 4201430 FLI 5332.1 - FL1 5332.5 +40.0/-40.0 psf
HTA20-18 FL17680.2 Evaluation Report HETA20 FL1 1473.5 SIM2OD802 C. SECTIONAL Clopay Building Products Residential WIndCode Doors W5 (8X7) FL15279.37 +30.002.0 psf
HTT16 FL17324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.000.0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FLI 1496.1 ES-0130 . lopay Building Products Residential W1ndCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf
HTT4 FL17219.2 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 FL1 1537.1 N/A (see inst sht)
HTWIS FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613
HTVV20 FL17244.8 ESR-3465 HTS30 FL10456.26 ESR-2613 2. WINDOWS
HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL1 5217.4 - FL1 5217.5 +50.0/-65.0 psf
HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 pat
HTWM16 FL6223.2 Evaluation Report HGT2 FLID466.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf
HTWM20 FL6223.2 Evaluation Report HGT3 FL10466.19 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 1560/1570 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 FL17232.7 ESR-3445 HUS26 FL10665.94 ESR-2549 D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A
HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 E. OTHER Z
HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2649
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. Camplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FLI 3192.2 N/A
JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf W
JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549
C. OTHER
JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 -
JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549
JUS26 FL17232.12 ESR-U45 LUS28 FL10655.113 ESR-2649 4. ROOFING PRODUCTS
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 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA
KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-21 05 HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A
KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED
LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-21 05 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A
LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-21 05 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A
LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-21 05 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A
LSTA30 FL17244.18 ESR-3455 LTT19 FL1 1496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A
LSTA36 FL17244.18 ESR-3465 LTT20B FLI 1496.3 ER-130 Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A
LTS19 FL17219.3 ER-0200 LTT131 FL1 1496.3 ER-130 F. OTHER
LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 5. SHUTTERS
LTT131 FL17219.3 ER-0200 LGT2 FLI 1470.7 SIM200803 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A
LTW12 FL17244.8 ESR-3465 LS30 FL10446.15 ESR-2606 Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A
MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 6. STRUCTURAL
MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 COMPONENTS
MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart
MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105
MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10862.9 ESR-2105 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FLIS".1 N/A
MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A
MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-21 05 Weyerhaeuser Engineered lumber - TJI FL1 630.1 - FLI 630.11 N/A
MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613
MSTC52 FL17244.26 ESR-3455 MTS18 FL10456.34 ESR-2613 Weyerhaeuser II-evel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A
MTWI 2 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A
MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A
MTW18 FL17244.8 ESR-3455 MGT FLI 1470.9 SIM200803 Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL54,50.1 N/A
MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 Powers Steel, Inc. PowerBOX8 Lintels FL1 1383.1 N/A
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
MUGT15 FL17240-5 ESR-3447 MBHA3.50/16 FL10866.12 ESR-2616 available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
NFM35XI2 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed If approval cannot be demonstrated during inspection.
NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615
PAU44 FLI 7239.13 ESR-3449 FGTR FL1 1473.2 SIM200802
PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105
PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613
PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 E
RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613
RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 (D
RTI 6-2 FL17236.10 ESR-3448 H4 FL10466.14 ESR-2613 APPLICANT SIGNATURE DATE C_
RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 U)
RT3A FL17236.11 ESR-3448 H2.5 FL10456A 1 ESR-2613
RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613
RT5 FL17236.11 ESR-3448 H8 I'Ll 1470.3 SIM200803 >
RT7 FL17236.11 ESR-3448 Spi FL10456.41 ESR-2613
RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613
RTSA FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 >
SPT22 FL`17244.30 ESR-3455 SP6 FL10456.44 ESR-2613
SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 0 <
SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2 13 4__J
SPT6 FL17244.32 ESR-3455 SPHIS FL10456.47 ESR-2613
SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 _0
SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 0
SPTH6 FL172".32 ESR-3455 HHUS28-2 FL10655,3 ESR-2549
SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549
SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804
THD28 FL17232.17 ESR-3445 HGUS414 FL11468_.10__ SIM200804
THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 CV
THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802
THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802
THD612 FL17232.17 ESR-3445 MSTCM40 FL1 1473.19 SIM200802
THDH414 FL17232.18 ESR-3445 HHETA20 FLI 1473.9 SIM200802
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL 11470.7 SIM200803
UPHD8 FL17219.6 ER-0200 LGUM26-2 FL 11473.12 SIM200802
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Building Codes and Standards 1/9/2017
Building Codes and Standards 119/2017
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Florida Department of Business 8, Professional Regulation
Page I of 2
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Product Approval Application Detail
Product Approval Application Detail
Building Codes and Standards
1/9/2017
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FL#15225-R3
FL#15000-R_2
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Therma-Tru Corporation
RickWright National Accreditation & Ryan J. King, P.E
06/28/2015 08/13/2015
07/0512015
Approved
Revision 2014
Therrna-Tru Corporation
RickWright Lyndon F. Schmidt, RE Ryan J. King, P.E.
06/28/2015 05129/2015 07105/2015
08/19/2015 Approved
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
E
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Category: Exterior Doors
(419) 298-1740 Management I nstkute (813) 767-6555
Category: Exterior Doors
(419) 298-1740 PE-43409 (813) 767-6555
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Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ
Outside HVHZ
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rickvCrwbldgconsultants.
Subcategory: Swinging Exterior Door Assemblies
Compliance
rickv4rwbidgconsultants.
4
SERIES 420 ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM SGO REINFORCED OX, 12/3112017
No
Yes
No
N/A
Cn CU
Compliance Method: Certification Mark or Listing
com
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SERIES 420 ALUMINUM SGD REINFORCED
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yes
No
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FL015225-R3
Products
Professional Engineer
143":x96"
Quality Assurance
Approved for Use Aporoved for Use
Imoact
Design
7
SERIES 420 REINFORCED ALUMINUM SGD
SERIES 420 REINFORCED ALUMINUM SGD OXO 12t3l/2017
No
Yes
No
N/A
§291
Product Model. Number or Name
Product D"crillition Contract Expiration Data In HVHZ Outside HVHZ
Resistant
Pressure
FL#15WD-R2
Products
8
SERIES 430/440 ALUMINUM SGD
146"x96"
SERIES 430/440 ALUMINUM SGD X)O( 12/31/2017
No
Yes
No
N/A
5
a. "SmDoth-Star": and "Benchmark by
8/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021
No Yes
No
N/A
Quality Assurance
Approved for Use Aporoved for Use
Impact Design
l43"x80" NON -REINFORCED
Therma-Tru"�
and without Sidelites. Inswing and Outswing
§221
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Product Model- Number or Name
Product Description
In HVMZ Outside HV1iZ
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9
SERIES 430/440 REINFORCED ALUMINUM SGO
SERIES 430/440 REINFORCED ALUMINUM SGD 12131/2017
No
Yes
No
N/A
8
f. "�Premium Saris-Aquot, "Construction
Saris-Acluot; and "Benchmark by Therms-Tru"
8/8 and 8/0 Opaque and Glazed Steel Door with 12131/2021
Transom& With and without Sidelites. Inswing and
No Yes
No
NIA
I
a. "FIber-CIassic" or "Smooth-Slar",
6'8 "Non-Impact8quot; Opaque Fiberglass 12/31/2018
Yes Yes
No N/A
XXX 143"x98"
with Transoms
Outswing
Door with & without Sidellts(s) - Outswing (X OX
or XO, OXO, X)� OXXO Configurations)
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
119/2017
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page I of 2
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
l/W017
FL#15279-R4
Building Codes and Standards
1/1=17
Product Approval Application Detail
Qft
Entity or
291 2da Date Pending
20
Product Approval Application Detail
I= Versio
Manufacturer
Conact Engineer & License Validated By
Validated Submitted FBC Approval
Approved
Status
FLO15217-R4
Revision 2014
Clopay Building Products Company
MarkWesterfield fntertek Testrig Services NA,
Gary Pfuehler 06/12/2015 03/19/2015
0&21 t201 5
Approved
FL#1 I 537-RS
QLe
Entity or
Date Zia
Date Pend Ina
Category: Exterior Doors
(513) 770-W62 Inc. (513) 519-6566
9992
Entity or
Dial 20 Date Pend Ina
20
I= Y&Eiiiio
Manufacturer
22= Engineer & License Validated By
Validated Submitted FBC Approval
Approved
Status
Subcategory: Sectional Exterior Door Assemblies
nwvesterfield@clopay.com
TVDe Verslo
Manufacturer
Contact Engineer & License Validated By
Validated Submitted FBC Agproval
Agproyed Status
Revision 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE
06/30/2015 06/25/2015
07/06/2015
08/19/2015
Approved
Compliance Method: Certification Mark or Listing
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel UL LLC Ted Berman, PE
07/21/2015 07/21/2015
07/2712015 Approved
Category: Windows
Subcategory: Single Hung
(717) 365-3300 PE-62514 (717) 317-8454
bsi4inger@mMd.com
FL#15279-R4
Products
Category: Exterior Doors
(641) 423-1334 (305) 8684707
Compliance Method: Evaluation Report from a
Quality Assurance
Approved for Use Approvedl for Use
Impact
Design
Subcategory: Exterior Door Components
nelson.kraschel@doorgm
Florida Registered Architect or a Licensed Florida
S" #
Product Model, Number or Name
Product Description Contract Expiration Date In KVNZ Outside HVHZ
Resistant
Pressure
Compliance Method: Certification Mark or Listing
up.com
Professional Engineer
37
037 W5-09 PAN-2Fl 51: 84A, 94, 73, 75, 1500. 190, 76,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0"wide) 05/21/2028
No Yes
No
+30 PSF/-32
FL#1 1537-RS Products
FL#15217-R4 Products
78V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48,42,55,48B,
ViA NDCODE8#1 74; W5 Garage Door
PSF
Assurance
42B. 55S. GD5S, GD5SV, GR5S, GRSSV, ARSS, AR5SV,
Sea#
Product Model, Number or Name
Quality
Product Description Contract Expiration Date
Approved for Use Approved for Use
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Resistant Pressure
Product Model. Number or Name
Quality Assurance
Product Description Contract Expiration Date
ADDroved for Use
In HVHZ
Approved for Use
Outside HVHZ
Imoact
ResiMnt
Design
Pressure
ED5S,ED5SV
1
607. 707, 727, 747, and 847 Single and Pairs of Doors
Flush, Glazed, and Louvered single and pairs of 12/31/2017
Yes Yes
Yes N/A
bed"
4
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 44X84 12/3112017
No
Yes
No
N/A
53
053W5-16 PAN-21`153: 84A, 94,73,75,1500,190. 4RST,
Steel Pan (min. 25 ga.) Double -Car (92" lo 16,0" 05/21/2028
No Yes
No
+30 PSF/-30
2
M. CM, and G Series Frames
hollow metal doom
Three sided and four sided single and pairs of l2t3l/2017
Yes Yes
Yes N/A
5
7
SER�ES GA 1195 ALUM�NUM SH
SERESGA 95ALUMNUMSH
SERIES GA 195 ALUMINUM SH NI 54X72 12131/2017
SER:ESGA ALUMINUM SH NI 54X72 12t3l/2017
No
No
Yes
Yes
No
No
N/A
N/A
4RSF, 6RST, 6RSF, 48, 42, 55, 488. 42B, 55S, G D5S,
wide) WI NDCODE 74; W5 Garage Door
PSF
frames. Tansornframes.
8
SERIES GA 195 ALUMINUM TRIPLE SH
1195
SERESGA 95 ALUMINUM TRIPLE SH NI 12131/2017
No
Yes
No
N/A
GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV
CONTINUOUS HEAD AND SILL 108X72 NON
85
085 WB-09 PAN-21`1 53: 73, 75, 84A, 94. 42. 48, 42B. 48B,
Steel Pan (min. 25 ga.) Single -Car (up In 9'0"wide) 05/21/2028
No Yes
No
+38 PSF/42
9
SERIES GA 195 ALUMINUM TWIN SH
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017
No
Yes
No
N/A
4RST, BRST, GD5S, GR5S, AR5S, ED5S WI NDCODE 74; W6 Garage Door PSF
CONTINUOUS HEAD AND SILL 881/8X72
102
102W6-16 PAN-21"153:73,75,84A, 94,42,48,42B, 488,
Steel Pan (min, 25 ga.) Double -Car (97' to 162" 05/21/2028
No Yes
No
+37 PSF/41
4RST, 6RST, G05S, GR5S, AR5S, ED5S
wide) WNDCODE®. W6 Garage Door
PSF
Florida Department of Business & Professional Regulation Page 1 of 3
Florida Department of Business & Professional Regulation
Pagel of 1
Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page 1 of 1
0
Product Approval Application Detail
Building Codes and Standards
1/9/2017
0
FL#1627844
Product Approval Application Detail
-4-aid
FL#10286-R2
Code
Entity o
Date Date Date Pend Ina
Date
CIO
9=
Entity or
20 Date Pend Ina
Date
im Venal
Manufacturer
Contact Enalneer & License Validated OY
Validated Submitted FSC Aporoval
Approved Stews
FL#15333-R2
I= Verslo
Manufacturer
Contact Engineer & License Validated By
Validated Submitted FSC Approval
Approved
status
Revision 2014
MI Windows and Doors
Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE
09101/2015 08/31/2015 09105/2015
10/16/2015 Approved
Affirmation 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE
04/30/2015 04/30(20115
05110/2015
Approved
Category: Windows
(717) 385-3300 PE-62514 C717) 317-8454
990
I= Versio
Manufacturer
Entity a
Contact Engineer & License Validated By
2M 20
Validated Submitted
DatePendina
FSC Approval
20
Approved
Category: Windows
(717) 385-3300 PE-62514 (717) 317-8454
Subcategory., Fixed
Compliance Method: Evaluation Report from a
bsidinger@mMd.com
Revision 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE
0&129t2015 08/19/2015
07/05/2015
08/19/2015
Approved
SubCategory: Horizontal Slider
tisitlinger(Dmiwd.corn
Florida Registered Architect or a Licensed Florida
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Subcategory: Mullions
bsit1inger@miwd-conn
Professional Engineer
FL#15278-R4
Products
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FLM5208-R2
Products
Quality Assurance
Approved for Use Approved for Use
Impact Design
Professional Engineer
Dial
Product Model. Number or Name
Quality Assurance
Product Dewriartion Contract Expiration Date
Approved for Use Approved for Use
in HVHZ Outside HVHZ
Im pact
Resistant
Design
Pressure
seo #
4
Product Model, Number or Name
SERIES GA 195 ALUMINUM PW
Product Description
SERIES GA 195 ALUMINUM PWNI96X48 FIN 1
In HVHZ Outside HVHZ
No Yes
Resistant Pressure
No N/A
FLOOM3-IR2
Products
I
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017
No Yes
No
N/A
5
SERIES GA 195 ALUMINUM PW
12/31/2017
SERIES GA 195 ALUMINUM PWN172X72 2131 1201 7
No Yes
No N/A
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
72X54
FLANGE
Product Model, Number or Name
Product Description Contract Expiration Date
in HVHZ
Outside HVKZ
Resistant
Pressure
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017
No Yes
No
N/A
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48 12131/2017
No Yes
No N/A
7
1445.5347 AND 5547 VERTICAL MULLION
1445,5347 AND 5547 VERTICAL MULLION 12131/2017
No
Yes
Yes
N/A
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
72X54
SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017
No Yes
No
N/A
8
FLANGE
SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12t3l/2017
No Yes
No N/A
SLIDER 108X48
9
SERIES GA 505 ALUMINUM PW
PW NI 72X72 FIN
SERIES GA 505 ALUMINUM PWN172X72 FIN 12131/2017
No Yes
No N/A
W
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017
No Yes
No
N/A
SLIDER
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Florida Department of Business & Professional Regulation
Page I of 2
Florida Department of Business & Professional Regulation
Page I of I
Florida Department of Business Professional Regulation
Page 1 of 2
0-
Building Codes and Standards
1/9/2017
Building Codes and Standards
119/2017
Building Codes and Standards
1/912017
(D
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
U)
ICU
FL#13192-R4
FL#15272-R-1
FL#M"-RIO
M
Code
Type Verslo
Manufacture
Entity a
Contact End inger & License Validated By
Date Date Date Pend Ina
Validated Submitted IFSC Agproval
Date
Approved
Status
2991
Ina Versio
Manufacturer
Entity o
Contact 9011111tLA112=1 Validated By
DatePandina
Validated IMIMM21 FBC Approval
20
Approved Status
2W
I= Varsio
Manufacturer
Entity or
Contact Engineer & License Validated By
21a 292
Validated Submitted
Date Pend Ina
FSC Aporoyal
Approved
<
Revision 2014
James Hardie Building Products, Inc.
Pingsheng Zhu Ronald 1. Ogavva John Southard, P.E,
08126/2015 08/17/2015 09/07/2015
1011W015
Approved
Revision 2014
Alside
NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
OZ'2312015 02119/2015 03/01/2015
04/15/2015 Approved
Revision 2014
CertainTeed Corporation -Roofing
Mark Harrier Robert Nierninen John W. Knezevich, PE
12/14/2016 12/08/2016
1211512016
Pending
FBC Approval
Category: Panel Walls
(Wg) 349-2927 PE-24121 (352) 367-2526
Categorf. Panel Walls
(330) 922-2389 PE-43409 (813) 767-6556
Category: Roofing
(610) 651-5847 PE-59166 (954) 772-e224
SubCategory: Siding
pingsheng.zhu@jameshar
Subcategory: Soffits
nthompson@alside.00m
Subcategory: Asphalt Shingles
Compliance Method: Evaluation Report from
morkd.hamerosaint-gob
Compliance Method: Evaluation Report from a
die.00rn
Compliance Method: Evaluation Report from a
a
sin.00m
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Professional Engineer
Professional Engineer
Professional Engineer
ICU
FL#15272-Ri
Products
FL#13192-R4
Products
FL#5W-RIO Products
LU
Quality Assurance
Approved for Use Approved for Use
Inloact
Design
Product Model. Number Name
Quality Assurance
Product Description Contract Expiration Date
Aipproved for Use Approved for Use
ln HVHZ Outside HVHZ
Imoact Design
Resistant Pressure
Quality Assurance
Approved for
for Use
Impact
§3"
Product Model. Number or Name
Product Description Contract aullation Date
In HVHZ Outside HVHZ
Resistant
Pressure
or
Use
Avigroyed
Design
1
Cemplank Lap Siding
fiber-cernent lap siding 01/0112018
Yes Yes
N/A
N/A
a. "2T" Soffit
Vent or Solid Vinyl Soffit 12t3l/2018
No Yes
No N/A
Product Model, Number or Name
Product Descriction Contract Expiration Pjft
in HVHZ
Outside HVIiZ
Resistant
Pressure
<
2
HardiePlank Lap Siding
fiber -cement lap siding 01/01f20118
Yes Yes
N/A
N/A
2
b. "AIhanceT4" Soffit
Vent or Solid Vinyl Soffit 12131/2018
No Yes
No N/A
CertainTeed Asphalt Roofing Shingles
3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017
No
Yes
N/A
NIA
Z
architectural asphalt rod shingles
Z
a.
SHEET NO.
PA 1.1
a-# Product Model. Number or Nam
e No. 15 UL
Search Criteria
Code Version:
2014
Application Type:
ALL
Category:
ALL
Application Status:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Description:
ALL
Approved for use outside HVHZ: ALL
Design Pressure: ALL
Date To: ALL
I'l-82075-1117
2292
y1mig Manufacturer
Affirmation 2014 Florida Metal Products Inc.
Category: Roofing
SubCategory: Roofing Accessories that are an
Integral Part at the Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#2075-R? Products
Sea S ct Model, Number or Name
1 RVIO
FL#7849-R9
Code
TVPe
1�� Manufacture
Revision
2014 Boral Roofing Monierl-ifeltile
Category: Roofing
Subcategory: Roofing Tiles
Compliance Method: Evaluation Reportfrom a
Product Evaluation Entity
FL#7049-R9
Products
Sao #
Product Model, Number or Name
13
Saxony 700 - Shake, Slate & Split Shake
14
Saxony 900 - Country Slate, Shake &, Slate
15
Saxony 900 - Country Slate, Shake, Slate &: Split
Shake
16
Saxony 900 - Hartford Slate, Split Old English Thatch,
Shake, Slate, Country Slate
24
Vi Ila 900
25
Villa 900
28
Villa 900
F1.01128WR5
Code
Versio
Manufacturer
Revision 2014
Town and Country Industries,
Category: Shutters
SubCategory'. Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#12856-R5 Products
AW
Product Model, Number or Name
1
0.050", Aluminum Storm Panel
2
"Safety Edge" Storm Panels
3
24ga Steel Storm Panel
4
Aluminum Hinged Storm Panel
Florida Department of Business & Professional Regulation Page I of 3
Building Codes and Standards I/9=17
Product Approval Application Detail
QualityAssurrance Approved for Use Impact Desion
Product Description Contract Explafflon Date in HVHZ Outside HVHZ Resistant Pressure
Asphalt saturated organic felt 01/0712019 No Yes N/A N/A
FIL #:
12328
Product Manufacturer-.
ALL
Su bcatago ry
ALL
Compliance Method:
ALL
Product Model, Numberor Name:
ALL
Approved for use In HVHZ:
ALL
Impact Resistant
ALL
Date From:
ALL
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards 1/9f2017
Product Approval Application Detail
Entity or Date Pend Ina
Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status
Clark Jones Miami -Dade BCCO - EVL Mismi-Dade BCCO - VAL 02127/2015 02t2712015 03/09/2015 Approved
(904) 783-8400 (788) 315-2590
clark@flamoo.com
QualityAssuraince Aporoved for Use Approved for Use Imoact Desion
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 or
Contact Enalneer & License Validated BY
Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker
(602) 269-2288 (205) &8A-0160
thorrvas.jemmettCboral.co
m
Product 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
ltil=17
Date Date Date Pend Ina Date
Validated Submitted FBC Apgroval Aigongved Status
09/10/2015 08/25/2015 09/20/2015 Approved
Quality Assurance
Approved for Use
Approved for Use
Impa
Design
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
12/31/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12131/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12131/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
NIA
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9/2017
Entity a _Q& 202 Date Pending Date
Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved ZAWA
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/2212015 Approved
(954) 493-8551 PE-0046549 P.E.
tonriiatc-alum.com (305) 510-8531
Product Description
0.050" Aluminum Storm Panel with Optional
Clear Panels
"Safety Edge" Storm Panels, 28ga
(0.0l8",&quct;) Steel. 0,022" Alum (Pert
and Non-Rert), Clear Polycarb (Full and Halo
24ga (0.0232") Steel Storm Panelwith Optional
Clear Panels
.050"� Aluminum Non -Porous Hinged Storm
Panel
Quality Assurance
Contract Expiration Date
Approved for Use
ln+IVHZ
Approved for Use
Outside HVKZ
Impact
Resistant
Desion
Pressure
12131/2018
No
yes
Yes
N/A
12131/2018
No
Yes
Yes
+54/-54
12131/2018
No
Yes
yes
+100/-100
12/31/2018
Yes
Yes
Yes
N/A
FL#211 675-RO
2292
Type Versio Manufacturer
New 2014 HomeGuard Building Products, Inc,
Approved
Category: Roofing
SubCatagory: Underlayments
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#21671&0 Products
ab" Product Model. Number or Name
1 ToughSkin Synthetic Underlayments
FL#17202-R!
2292
TvDe Versla
Manufacturer
Revision 2014
Lomanco, Inc
Category. Roofing
SubCategory: Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#17202-Ri Products
22"
Product Model, Number or Name
1
Deck-Airm DA-4
2
OmniRidge® PRO Vent PR04-N
FL#1 5076-113
2292
I= yj2j2 Manufacturer
Revision 2014 Global Protection Products, U-C.
Category: Shutters
SubCatagory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R3 Products
Sea 0
1 20 Gage Galvanized Steel Storm Panels/HVHZ
2 24 Gage Galvanized Steel Storm Panels/NHVHZ
FL#15076-R4
2292
Tvoe ye= Manufacturer
Revision 2014 Global Protection Products, U-C.
Category: Shutters
SubCartagory Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R4 Products
SG(30 Product Model, Number or Name
1 20 Gage Galvanized Steel Storm Panels/HVHZ
2 24 Gage Galvanized Steel Storm Panels(NHVHZ
FL#1780-RO
QZLI
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
Professional Engineer
FL#17869wRO Products
seci III Product Model, Number or Name
1 22ga. 24ge Steel Panels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel of 1
2/6/2017
Entity or Date
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved MW
John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02101/2017 01/25/2017 02103/2017
(904) 240-1382 Inc. NA, Inc.
john.chesiak@hgwrap.co (604) 520-3321
m
Quality Assurance Aporoved for Use Acoroved for Use Impact Design
Product Description Contract ExaMon Date in HVHZ Outside HV`HZ Resistant Pressure
ToughSkin 15, ToughSkin 20, ToughSkin 25, 0110112018 No Yes N/A N/A
ToughSkin 30, ToughSldn 50
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
1/10/2017
Entity or
Date 20 Date Pend Ina
292
Contact Engineer & License
Validated By Validated Submitted FBC Approval
Approved
Z=
AndrewCarter James L. Buckner, PrE.
Steven M. Urich, PE 0510112015 05/01/2015 05/10/2015
06r2212015
Approved
(501) 982-6511 PE-31242
(717) 317-8454
acarter@lomenco.com
Product Descriction
Low Profile, Polypropylene Plastic, Roof Vent
Quality Assurance Aporoved for Use Aporoved for Use
Contract ExoInstlon Date In HVHZ Outside HVHZ
07110/2019 No Yes
Impact
Resistant
No
Design
Pressure
+97.5/-97,5
Mechanically Attached to Plywood Deck.
Molded Plastic, Roof Ridge Vent Mechanically
07/10/2019 No Yes
No
+N/A/-185
Attached to OSB or Plywood Deck.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
119f2017
Entity or Data 20 Date Pending 201
Contact Eno Inser & License Validated By Validated Submitted FBC Aooroval Approved Status
Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/0612015 04/24/2015 05/11 r2016 06/23/2015 Approved
(954) 689-7545 PE-44167 (954) 772-6224
tim,robinron@gppent.com
Quality Assurance Approved for Use Apormad for Use Impact Desian
Product Descriction Contract JNaMgga2dj In HVHZ Outside HVH 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 12t3l/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Entity or 20 20 Date Pend Ina 202
contact 1=1111221LAIW= YW31111111111ft yAUg= Submitted FOC Apgroyal Approved Status
Tim Robinson Walter A. Tillit Jr., P.E. John W, Knezevich, PE 12121/2016 12t2l/2016 Validated
(954) 089-7545 PE-44167 (954) 772-8224
tim.robinson@gppent.com
Quality kssurance
Approved for Use Approved for Use IMDaCt Design
Product Description Contract Explinittlon Date
in HVHZ 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 12131/2017
No Yes Yes N/A
or not by tracks to provide hurricane protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel of 2
1/9/2017
Entity or Date Date Date Pend Ina Date
Contact Enalfteer & License Validated By Validated Submitted FBC: Approval Approved saw
Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/0312015 07103/2015 07/10/2015 08/18/2015 Approved
(561) 712-9882 PE-0046549 (VA) 394-8521
mikeb@allamericanshutte
rs.com
Quality Assurance Approved for Use Approved for Us Impact Design
Product Description Contract Exglratlon Date In HVHZ Ou Resistant Pressure
tolds HVHZ
22ga, 24ga Steel Storm Panels 12131/2017 No Yes __7Z_ N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#021"3
9292
Entity or
Verstio
Manufacturer
Contact Engineer & License
Revision 2014
Thompson Architectural Metals Company, Inc.
Scott Brown James L, Buckner
Category: Roofing
(813) 248-3456 PE-31242
Subcategory: Roofing Accessories that are an
flvalidation@yahoo.com
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLX5219-R3 Products
ANA
Product Model. Number or Name
Product Description
1
1- "FlatTop Off Ridge Ventwith Baffle forTile"
Minimum 28 Gauge Steel, Nominal 4', 6',
8', or 10' Wide Off Ridge Vent Attached to
Wood Deck
2
2- "Round Top Off Ridge Vent with Baffle for
Minimum 26 Gauge Steel, Nominal 4', 8',
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'. 6',
for Shingles"
8', or 10': Wide Off Ridge Vent �ttach.d to
Wood Deck
FL#16588-Ri
Code
TvDe Versio Manufacture
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
FL#16588-Ri Products
Seq 9 Product Model, Number or Name
1 0'Hagin's Cloaked Vent Tile
FLX15090-Ri
220
Versio Manufacture
Revision 2014 Global Protection Products, LLC.
Category: Shutters
Subcategory: Fabric Storm Panel
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Fiords
Professional Engineer
FILS15088-RI Products
Aw Product Model. Number or Name
1 GPP FABRIC SHUTTER -SERIES 2000
FL#1999-R
Code
UK Versio
Manufacture
Revision 2014
ITW Building Components Group Inc. Paslode
Category; Structural Components
SubCatagory: Truss Plates
Compliance Method: Evaluation Report from a
FL#1999-M
Product Evaluation Entity
Products
i2918
Product Model, Number or Name
1
ITW BCG Higher Strength (H & S)
2
ITW BCG Hinge Plate
3
ITW BCG Trulox
4
ITW BCG Wave
Validated By
Steven M. Urich, PE
(717) 317-8454
page 1 of 1
1,9/2017
20 20 202111= 20
Validated Submitted FBC Approval
ADDMved Eau
05/01/2015 04M/2015 05/10/2015 08/2312015 Approved
Quality Assurance Avoroved for Use Approved for Use Impact Design
Contract Expiration Q= in HVHZ 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 I of 1
1110f2017
Entity o
Date
Contact Engineer & License
Validated By Validated Submitted FECApprovall
Approved
Gregory Daniels Miami -Dade 8CCO - CER
Ted Berman, PE 06/17/2015 06117/2015
0612512015
Approved
(707) 872-3820
(305) 868-4707
gdanielsCohagin.com
Quality Assurance Approved for Use Approved for Use
Im Pal
Design
Product Description
Contract Expiration Date In HVlZ Outside HV
Resistant
Pressure
Attic Ventilation Product for tile rooting 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 1 or 1
1/9/2017
Entity or 20 20 2WLE2111111M 21111
Contact Engineer & License Validated By Validated Submitted f§QARgOLW Approved
Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04127/2015 04/24/2015 05/03/2015 06123/2015 Approved
(954) 689-7545 PE-44167 (954) 772-6224
tim.robinsonQgppent.com
Quality Assurance Agigroved for Use Approved for Use Imoact Design
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes NIA
or direct mounted to provide hurricane Protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I at 1
1/9/2017
Entity or
20 Date
Date Pending
P-4111
Contact
Engineer & License Validated
YaUg= Submitted
FBC Approval
Approved
Status
Stuart Lewis
ICC Evaluation Service, LLC William M. Ranieri, PE
03/25/2015 03120/2015
0312912015
Approved
(847) 918-6473
(407) 681-1917
sleWs@alpineitw.com
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
Prod uct Description
Contract Exigiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
Metal Connector Plate
12/31/2020
Yes
Yes
N A
N
Metal Connector Plate
12131/2020
Yes
Yes
NI/A
N//AA
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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999
Versio
Manufacturer
Revision 2014
MiTek Industries, Inc.
Category: Structural Components
SubCategory: Truss Plates
Compliance Method: Evaluation Report from a
FLA2197-RO
Product Evaluation Entity
Products
S-0
Product Model, Number or Nam
I
M1 8SHS
2
Mll 16
3
MT18HS
4
MT20
5
MT20HS
FL#1630-R8
220
TVI)e Verslo
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
FLAi630R8
Product Evaluation Entity
Products
Product Model. Number or Nam
TJI 110
2
TJI 210
3
TJI 230
4
TJI 360
5
TJI 560
6
TJI/560D
FIL911774-RAll
220
Versio Manufacture
Revision 2014 Commercial Concrete Products,inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New Technology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1774-R4 Products
229.9 Mouct Model, Number or Name
1 Quality Precast or Commercial Concrete Products
Florida Department of Business & Professional Regulation Page I of 1
Building Codes and Standards 1/9/2017
Product Approval Application Detail
Entity or 20 20 Date Pandino 2aa
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 0710512015 Approved
(314) 851-7480 LLC.
dwerb@mji,00m (206) 699-9800
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
Product Description
Contract Expiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
18 ga. super high strength truss connector plate
l2t3l/2017
Yes
yes
N/A
N/A
16 ga. truss connector plate
12/31/2017
Yes
Yes
N/A
N/A
18 ga. high strength truss connector plate
l2t3l/2017
Yes
Yes
N/A
N/A
20 ga. truss connector plate
12131/2017
Yes
Yes
N/A
N/A
20 ga. high strength truss connector plate
12/31/2017
Yes
Yes
NIA
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
11942017
Entity or 20 20 Date Pend Ina 20
Contact Enalneer & Licen Validated BV Validated Submitted FBC Approval Approved Status
JimAnderson ICC Evaluation Service, LLC James A. Rothman, P. E. 07/06/2015 05/12/2015 0713012015 Approved
(253) 9244084 (808) 839-1344
jim.anderson2@vmyerhae
user,corn
29WUAWZM
Approved for Use
ADproyed for Use
Im part
Design
Product Descriotion
Contract Expiration 2ok
n HVHZ
Outside HVHZ
Resistant
Pressure
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
OW31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/3112017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03131/2017
No
yes
N/A
N/A
Prefabricated Wood I -joist
03131/2017
No
Yes
N/A
NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
1/9/20`17
Entity or Do 20 Date Pending 292
contact Enalneer & License Validated By Validated submitted FBC Aipproyal Approved AWO
Robert Gillis THUYH.HUYNH Florida Engineering 07/03t2015 06/24/2015 08/20/2015 OaQW015 Approved
(813) 859-3707 PE-60122 Solutions
precastgator@yahoo.com (352) 588-5311
Quality Assurance ADDrOved for Use Approved for Use Impact Design
Product Description Contract Expiration Date In HVHZ 2A1W_ebYjZ Resistant Prassur
Precast and Prestressed Concrete Lintels 05/2512024 No Yes N/A N/A
FL#1644-R4
Qu
Verslo Manufacturer
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1644-R4 Products
S"! x Product Model. Number or Name
1 Versa -Lam
Search CrIlteria
FIL11116527-RO
29silill
Veralo
Manufacturer
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#6527-RS Products
§W
Product Model, Number or Name
1
iLevel Rim Board
2
Microllam LVL
3
Parallam PSL
4
TimberStrand LSL
FL#6527-R7
Code
I= Verswo
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
FLN527-R7 Products
Product Evaluation Entity
Product Model. Number or Name
1
Microllam LVL
2
Parallarn PSL
3
TimberStrand LSL
4
TJ Rim Board
5
Weyerhaeuser Rim Board
1`05400-115
Qft
Versio
Manufacture
Revision 2014
Powers Steel Inc.
Category: Structural Components
Subcategory*. Products Introduced as a Result of
NewTechnology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5450-0 Products
§W
uct Model. Number or Name
1
PSbox8LT, PSboxSLT(5-5/8)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 or 1
1/9/2017
Entity or 20 20 21111LE21H11112. Do
Contact Engineer & License Validated 13V Validated Submitted FBCApgroyal Approved Status
Robert Taylor [CC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/08/2015 08/02/2015 Approved
(541) 828-0200 Wood Association
robarttaylorCbc.00m (253) 620-74e7
Quality i$ssurarlce 62piRved for 11.199 Approved for Use Im Pact Desian
Product Description Contract EXpiration Date in HVHZ Outside HVHZ Resistant Pressure
Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/912017
Entity or 20 20 Date Pendino
contact Engineer & License Validated By Validated Submitted FBC AoDroyal Aggroved Status
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/1 2t2015 07/30/2015 Approved
(253) 924-4064 (808) 839-1344
jimanderson2@weyerhae
user.corn
Approved for Use ADPro
Structural Composite Lumber or Oriented Strand 03131r2017 No Yes N/A N/A
board Rim Board
Laminated Veneer Lumber 0313112017 No Yes N/A N/A
Parallel Strand Lumber 03/3112017 No Yes NIA N/A
Laminated Strand Lumber 03f31/2017 No Yes N/A N/A
Entity o Dift Pill Date Pend Ina Pj1W
Contact Engineer & License Validated By Validated Submitted FBC Approval Apinoved Status
Jim Anderson ICC Evaluation Service. LLC James A. Rothman. P.E. 10/31/2016 10/25t2016 11/05/2016 Approved
(253) 924-4084 (608) 839-1344
jimanderson2@weyerhae
user.corn
Quality Assuraaa
Approved for Use
ApproyU for Use
Impact
Design
Product Descripflon
Contract Excirattlon Da
in HVHZ
Outside HVHZ
Resistant
Pressure
Laminated Veneer Lumber
03/3112017
No
Yes
N/A
N/A
Parallel Strand Lumber
03/31/2017
No
Yes
N/A
N/A
Laminated Strand Lumber
03t31/2017
No
Yes
N/A
N/A
Structural Composite Lumber or Oriented Strand
03/31/2017
No
Yes
N/A
N/A
board Rim Board
Oriented Strand Board Rim Board
03131/2017
No
Yes
N/A
NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
william powers Steven W. Schaub
(802) 437-1160 PE-60509
bill@powerssteel.com
Product Description
Powers Steel lintels are field assembled lintels
consisting of preformed steel lintels combined with
concrete masonry units, grout, and steel reinforcing
bars,
Page 1 of 1
1/9/2017
Pik Date Date Pend Ina
Validated By Validated Submitted FBC Approwl Approved 111111tyx
SAMUEL A. 03r2&201 5 03rZ3M 15 03130r2015 06/23t2015 Approved
GREENBERG, P.E,
(813) 645-0166
01/2712017 No Yes N/A N/A
FLX1645-R4
Code
T Versio Manufacturer
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
SubCategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1645-R4 Products
seq # Product Model. Number or Nam 2
1 AJS Joists
FL*158-R7
220
Verslo
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New'rechnology
FL*1 58-R7 Products
Compliance Method: Certification Mark or Listing
S-0
Product Model, Number or Name
1
High Strength Concrete Lintels
FL#i 58-RO
2M
I= yA=
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
NewTechnology
FL#1 58-RO Products
Compliance Method: Certification Mark or Listing
ASAIM
Product Model, Number or Name
I
High Strength Concrete Lintels
FL#1 1383-R4
Code
IM Versio Manufacturer
Revision 2014 Powers Steel Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New'rechnology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Fiords
Professional Engineer
ANI Product Model, Number or Name
1 PowerBOX8 Lintels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
119r2017
Entity o 20 Date Date Pend Ina 20
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05M/2015 08/0212015 Approved
(541) 826-0200 Wood Association
roberttaylorabc.com (253) 620-7467
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date In H_VHZ outside HVHZ Resistant Pressure
Wood &quct;I" Joists 01/01/2035 No Yes NIA N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9/2017
Entity a 2WA 20 Date Pend Ina 29A
contact Engineer & License Validated By Validated Submifted FBOApproval Approved Status
Craig Perrino Miami -Dade BCCO - CER Miami-DadeBCCO-VAL 03/1&M15 02124/2015 0311 8t2015 Approved
(813) 621-4841 (780) 315-2590
cparrino@casterete.00m
Quality Assurance Approved for Use Approved. for Use Im pact D"lan
Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Presau
4. 6, 8, and 12 inch wide lintels 05012015 Yes Yes N/A N/A
Entity or 20 Date Pend Ina 20
Contm Enalneer & Licens Validated By YAUd= Submitted FBCADoroval Approved 2=1
Craig Perrino Miami -Dade BCCO - CER Miami- Dade BCCO -VAL 05M/2016 04/29/2016 05/06/2016 Approved
(813) 621-4641 (786) 315-2590
cparrinoocastcrete.com
Quality Assurance Approved for Use Approved for Use Im pact Design
rnguct Descrlt)don Contract Expiration QW In HVHZ Outside HVKZ Resistant Pressure
4, 6. 8, and 12 inch wide lintels 05/21r2017 Yes Yes NIA N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
william powers Steven Schaub
(602) 437-1160 PE-80509
billQpowerssteel oom
Product Description
Powers Steel Lintals are field assembled consisting
of preformed steel lintels combined with brick or
concrete masonry units, grout, and steel reinforcing
bars.
Page i of 1
I/W017
pig 20 Date Pending Date
Validated By Validated Submitted FBC Aporoyal Approved
SAMUEL A. 03/2612015 03123/2015 0$W12015 08/2212015 Approved
GREENBERG, P.E.
(813) 645-0166
Quality Assurance Approyed for Use Approved for Use impact Design
Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
01/0112017 No Yes N/A N/A
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