HomeMy WebLinkAbout3282 Moulden Hollow DrAgn
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INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
MAIN FLOOR PLAN
1.1
UPPER FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAIL
4
MAIN ELECTRICAL PLAN
4.1
UPPER ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
MAIN FRAMING PLAN
7.1
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
STEM DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
ABBREVIATIONS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
A.B. Anchor Bolt
Abv. Above
A/C Air -Conditioner
ADJ. Adjustable
A.F.F. Above Finished Floor
A.H.U. Air Handler Unit
ALT. Alternate
B.A. Base Cabinet
BF Bifold Door
Bk Sh BookShelf
Bm. Beam
Bot. Bottom
B.P. Bypass door
BRG. Bearing
Cir. Circle
CIg. Ceiling
Ci Control Joint
Col. Column
Comm. Community
Comp. Compressor
C.T. Ceramic Tile
D. Dryer
DB Door Bell
Dec. Decorative
Ded, Dedicated Outlet
Dbl. Double
Dia. Diameter
Disp. Disposal
Dist. Distance
D.S. Drawer Stack
D.V. Dryer Vent
D.W. Dishwasher
Ea. Each
E.W. Each Way
Elec. Electrical
Elev. Elevation
Ext. Exterior
Exp. Expansion
FBC Florida Building Code
Fin. FIr. Finished Floor
F.G. ixed Glass
FIr. Floor
Fdn. Foundation
FIr Sys Floor System
F.P. Fireplace
F.O.M. Face Of Masonry
Ft. Foott Feet
Ftg. Footing
FIX Fixed
GaIv. Galvanized
G.C. General Contractor
G.F.I. Ground Fault Interrupter
G.T. Girder Truss
Hdr. Header
Hgt. Height
HB Hose Bibb
Int. Interior
KIWall Kneewall
K.S. Knee Space
Laun. Laundry
Lay. Lavatory
L.F. Linear Ft.
LL Lintel Length
LT. Laundry Tub
Mas. Masonry
Max Maximum
M.C. Medicine Cabinet
Mfgr. Manufacturer
Micro. Microwave
Min Minimum
M.L. Microlam
Mir. Mirror
Mono Monolithic
N.T.S. Not to Scale
Opn'g. Opening
Opt. Optional
PC. Piece
Ped. Pedestal
PH PHONE
P.L. Parallam
PLIF Pounds per linear foot
Pit. HI. Plate Height
Pit Sh. Plant Shelf
PSF Pounds per square foot
P.T. Pressure Treated
Pwd. Powder Room
Rad. Radius
Ref. Refrigerator
Req'd. Required
Rm. Room
Rnd. Round
R/S Rod and Shelf
SD. Smoke Detector
S.F. Square Ft.
Sh. Shelves
SHT Sheet
S.L. Side Lights
S.P.F. Spruce Pine Fir
Sq. Square
S.Y.P. Southern Yellow Pine
TB Towel Bar
Temp. Tempered
Thik'n. Thicken
T.O.B. Top of Block
T.O.M. Top of Masonry
T.O.P. Top of Plate
TR TOWEL RING
TP TOILET PAPER
Trans. Transom Window
Typ. Typical
U.C. Under Counter
UCL Under Cabinet Lighting
U.N.O. Unless Noted Otherwise
V. Shower Valves
VB Vanity Base
Vert. Vertical
V.L. Versalam
VTR Vent through Roof
w Washer
W/ Wth
W/C Water Closet
W.A. Wedge Anchor
Wd Wood
WP Water Proof
WID
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALINIUMBERS
PA1.1
PRODUCTAPPROVALINIUMBERS
PA1.2
PRODUCTAPPROVAL NUMBERS
PA1.3
PRODUCTAPPROVAL NUMBERS
REVISIONS
08-20-15 1.00 NEW BASE PLAN
12-08-15 2.0 FRAME -WALK REVISIONS
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
0�
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, onnissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and sea] Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION NO 10
SHEET NO.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 314" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LV`L 2.OE Fb=2950
(2) - 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow 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
20X26
184X25i
S.H.
13
20 X 38J
184X37i
S.H.
14
20 X 501
184X50
S.H.
15
20X63
184X624
S.H.
16
20 X 72
18 j X 71
S.H.
J32
27 1/4 X 26
26 X 25
S.H.
433
27 1/4 X 38
N/A
S.H.
434
27 j X 501
N/A
S.H.
433
N/A
26x37i
S.H.
434
N/A
26 x 50
S.H.
J35
27 4 X 63
26 X 62 1/2
S.H.
J36
274X72
26 X 71 1/2
S.H.
22
37 j X 26
36 X 25 1/2
S.H.
23
37 j X 38 j
36 X 37 3/4
S.H.
24
37 j X 50 j
364X50
S.H.
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37JX63
36 j X 62 1/2
S.H.
26
37 JX 72
36 4 X 71 112
S.H.
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WIDE
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734WIDE
S.H.
32
54 X 26
52JX254
S.H.
33
54 X 38
52 4 X 37 j
S.H.
34
54 X 50
524X50
S.H.
35
54 X 63
52 X 62
S.H.
36
54 X 72
52 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.K
General notes
R302.5 Dwelling/Garage OpeninglPenetration 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.
• 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. Ed. 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
140 MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED, THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
11111111111111iff MASONRY HGT. @ 8'-8" A.F.F.
TYP. 2x FRAME WALL
W 1� I I I I I BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131
11
1ST FLOOR LIVING AREA
1093
2ND FLOOR LIVING AREA
1489
LIVING TOTAL
2582
GARAGE
427
FRONT ENTRY
35
TOTALAREA
3044
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION I R-1 I/R-13 KRAFT FACED
(GARAGE I LIVING)
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belief, the structural plans and specifications contained
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Code Sth Edition (2014) Residential. EngMeer's signature
and seal is onlyforthe structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
SHEET NO.
1.0
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FLITCH PLATE
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LVL 2.OE Fb=2950
(2)-13/4"X71/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W1 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AIND
REQUIRED STUDS
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-0"
2x4
SYP #2
16" O.C.
SPF #2
91-01,
2x4
SYP #2
16" O.C.
SPF #2
>91-011
2x6
SYP #2
16" O.C.
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
- WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
184X254
S.H.
13
20X38j
184X37i
S.H.
14
20X50j
184X50
S.H.
15
20 X 63
18 4 X 62 j
S.H.
16
20 X 72
18 4 X 7171
S.H.
j 32
27 1/4 X 26
26X254
S,H.
433
27 1/4 X 38 j
N/A
S.H.
j 34
27JX501
N/A
S.H.
433
N/A
26 x 37 1
S.H.
434
NIA
26 x 50
S.H.
435
274X63
26 X 62 1/2
S.H.
J36
27 j X 72
26 X 71 1/2
S.H.
22
37JX26
36JX25 1/2
S.H.
23
37JX38j
36 4 X 37 3/4
S.H.
24
37 j X 50 j
36 4 X 50
S.H.
25
374X63
36 j X 62 1/2
S.H.
26
37JX72
36JX71 1/2
S.H.
DOUBLE 2
WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
52JX25�
S.H.
33
54 X 38 j
52 4 X 37 j
S.H.
34
54 X 50 j
52 j X 50
S.H.
35
54 X 63
52JX62j
S.H.
36
54 X 72
52 j X 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Open ing/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 13/8" thick, or 20-minute fire -rated doors.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
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.
M1507.2 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 ign t on resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
T)I
+23.0 -25.2
(E)
1 +23.0 / -28.9
SEE S
SEE SN SHEET ru N SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALL LEGEND
11111111011 MASONRY HGT. @ 8'-8" A,F.F
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131 11
1ST FLOOR LIVING AREA 1093
2ND FLOOR LIVING AREA 1489
LIVING TOTAL 2582
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3044
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R- 19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFT FACED
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEET NO.
W
KITCHEN
STANDARD (3) 2x12
STRINGERS w/ SIMPSON
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SYSTEM OR LANDING FRAMING
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TO CONNECT TO
PLY SHEATHING OVER
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GENERAL FLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
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EA. SIDE
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SEE PLAN
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GENERAL LANDING FRAMING INFO.
SCALE: N.T.S,
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OWNER'S BATH
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STAIR CALCUTIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 9116"
10" TREADS W/ 1" NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and handrail to conform to the FBC 5th Edition (2014)
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 3/8".
Nosings.
The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than)/2". Beveling of nosings shall not exceed
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).
R302.7 Under -Stair Protection.
Enclosed accessible space under a stairway shall be protected with V2" gyp.
STAIR SECTION
SCALE: 1/2"=V-0"
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Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: WAMES
VERSION No' 10
SHEET NO.
2.0
SEE PLAN FOR LANDING DEPTH
9
OWNER'S BATH
9
9
N
KITCHEN ISLAND
STAIR CALCUTIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 9116"
10" TREADS W/ 1" NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and handrail to conform to the FBC 5th Edition (2014)
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 3/8".
Nosings.
The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than)/2". Beveling of nosings shall not exceed
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).
R302.7 Under -Stair Protection.
Enclosed accessible space under a stairway shall be protected with V2" gyp.
STAIR SECTION
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 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: WAMES
VERSION No' 10
SHEET NO.
2.0
SEE PLAN FOR LANDING DEPTH
OWNER'S BATH
9
9
N
KITCHEN ISLAND
STAIR CALCUTIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 9116"
10" TREADS W/ 1" NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and handrail to conform to the FBC 5th Edition (2014)
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 3/8".
Nosings.
The radius of the nosing shall be no greater that 9/16"- Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
not exceed the smallest by more than)/2". Beveling of nosings shall not exceed
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).
R302.7 Under -Stair Protection.
Enclosed accessible space under a stairway shall be protected with V2" gyp.
STAIR SECTION
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 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: WAMES
VERSION No' 10
SHEET NO.
2.0
SEE PLAN FOR LANDING DEPTH
1 " x 4" SMOOTH
TEXTURED
TRIM / BAND
1 " x 12" SMOOTH
TEXTURED
TRIM / BAND
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
a 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 ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTIM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Resisitive Barriers.
Water-ressitive 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 of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
e RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT.
* OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT.
a O'HAGIN WEATHERMASTER (Shingle Roo� - 72 SO. IN. OF NET FREE AREAt FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed) / 72 = Amount of O'Hagin Vents Needed
a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
e O'HAGIN (Tile Roo� - 86.25 SQ. 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
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
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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 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 following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry contructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings;
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RI DGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed
• LOMANCO DECK -AIR (Shingle Roop - 9 SQ. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed)
• O'HAGIN Mi e R000 - 86.25 SO. X OF NET FREE AREA / VENT
I -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed
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TECH: MJAMES
VERSION Not 10
SHEET NO.
F1
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
POWER CO.
INTERSY�
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GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4, Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station 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
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DUPLEX CONVENIENCE OUTLET
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WALL SWITCH
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CEILING MOUNTED LIGHT FIXTURE
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RECESSED LIGHT FIXTURE
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DATE 2/24/2014
TECH: MJAMES
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.
200A INDOOR PANEL
NEMA 1
200 AMP
#14 copper to lights & outlets
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#10-2 copper to WH
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MAIN
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CLAMP PER 250.50 AND
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---------------------------------------------- I
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC,
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station 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/_111
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DUPLEX CONVENIENCE OUTLET
I zi�,
FF
DUPLEX OUTLET ABOVE COUNTER
1_�
r,=�`W.P.
WEATHERPROOF DUPLEX OUTLET
I /I-\
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
1424..
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6.
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
3
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC
FC�H CHIMES (OPTIONAL) SYST . EM
n 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
ELECTRIC PANEL
DISCONNECT SWITCH
1<11% SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR
</ �`!� \> OPT. CEILING FAN
M (1) PHONE LINE, (1) DATA PORT
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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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DATE 2/24/2014
TECH: MIAMES
VERSION NO - 10
SHEET NO.
4.1
VENTED SOFFIT 40
0 f-% c7r
VENTED SO
40 SQ. FT.
ATTIC VENTILATION CALCULATIONS - 131
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN. of of vented
IN. of
of
Ventilation to
SQ. IN. of
SQ. IN. of
Ventilators
ventilation soffit
ventilation
vented
be provided
Ventilation
Ventilation
(See Elev)
required needed
required
soffit
by upper
needed
ventilators
Main
0.000000
0.000000
Floor
0
0
0
0
0
0
0.0
0.0
0.0
(Zone 1)
Upper
9
2.000000
Floor
1533
1472
210
736
53
368
411.0
276.0
(Zone 2)
135.0
*'NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT LEGEND
IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED
AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF
LABELED ASWENTED", NO FIRE PROTECTION WILL BE REQUIRED.
VENTED SOFFIT
JTED SOFFIT
')Q. FT.
+ ZONE-1
ATTIC SPACE
---35 SQ. FT.
VENTED SOFFIT
19 SQ. FT.
ROOF PLAN
SCALE: Y4"=1'-0"
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 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 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
0 At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 16 SQ. 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.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed
• LOMANCO DECK -AIR (Shingle Roofl - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
9 O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA I VENT
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
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Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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TECH: IVIJAIVIES
VERSION No' 10
SHEET NO.
5.0
MosbmiiiawNF1 i h I I il i IL -I IL �i All-LI19111
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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 —1 /8" SAWCUT x 1/4 SLAB
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OR FIBERMESH SHOWN ON
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HVAC CHASE FND. FOR QUANTITY
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ED
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MASON'S SLOPE SLAB OVER 6 MIL
FOR WIDTH VISQUEEN VAPOR
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO - 10
SHEEr NO.
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OF
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on.
Cil 1
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 - 1 Od x 1 1/2"
HTA20
1615
1585
10 - 1 Od x 1 1/2"
B
HETA16
1810
9 - 1 Od x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
1 455
320
8 - 8d
RT3
610
525
18 - 8d X 1 1/2"
E
META20
1450
7 - 1 Old x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
1
G
H10A
1340
1015
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RT16A
1380
1160
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H
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3105
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HTT4
2715
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HTT5
4350
3740
5/8" ANCH. 1(26) 10dxl-1/2"
HT75
3225
5/8" ANCH. /(28) 10dxl-1/2
K
HD3B *
3130
3050
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TDX2-TZ
2345
-
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4505
3785
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6645
5650
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7845
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N
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1165/1070
1005/915
8 - 1 Od x 3"
JUS26
1115/1060*
-
8 - 10d
P
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1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
-
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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
14-1 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
1 4 - 10d x 1 1/2"
MTW20
1 1195
1005
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U
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3140
22 - 1 Od X (1) 5/8- ATR W/ 5" EMBED W/ SIMPSON "SET"
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
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TITENS
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1850
1810
(16)1 Od NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
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1450
1245
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HTW20
1530
1285
24-1 Old X 1 1/2"
Spi
585
535
10 - 10d
SPT22
685
1
1 8 - 10d
SP2
1065
605
12 - 10d
SPT24-
1030
12 - 10d
HCP2
645
555
12-1 Od X 1 1/2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX 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
7'
=;A
J-1 (A)
(+
[-\-1 OR 2 PLY
RRIER
z
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
M
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
1
R 2e Y R ER--J
INTERSECTIONS.
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
SPLICING
—(A)
'r
2x I N TC. D GIE R
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
STRUCTURAL
SHEATHING (SEE TB13
FOR NAILING INFO.)---�
2x CONT. W/ (2)-12d
NAILS @ EA. TRUSS--
2x4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
RM nfz;r�z q 0 1 R
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
\)FTRUSS BRG.
\-CONNECTOR AT
E CH TRUSS,
8d NAILS @ 249'O.C. SEE PLAN
TO BLOCKING -\-LINTEL
SEE PLAN
STRUCTURAL
SHEATHING
//F C �O3 CANT. FLOOR TRUSS CONN.
SCALE: 3/4" = 1*-0"
MAIN FRAMING PLAN
SCALE: Y4"=1'-0" I
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the 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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TECH: MJAMES
VERSION No' 10
SHEET NO.
7.0
-^\— 1 —1 1. T — — -- I 1 11 .1 1� I - 11 1 1 1 1 1 - ----- ----F--T- �
Zly
3LOCKING
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 - 1 Od 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
17 - 1 Od x 1 1/2"
HTA20-18
1400
1400
110 - 1 Od X 1 1/2"_
F
HHETA20
2235
110-10dxl 1/2"
1
G
H10A
1340
1015
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RT16A
1380
1160
19-1 Od X 1 1/2% 8-1 Od
H
HTT4
3610
3105
519'ANCH. /08) 10dxl-1/2
HTT4
2715
5/8" ANCH. /(20) 1 0dx1-1/2
i
HTT5
4350
3740
518" ANCH. / (26) 10dxl-1/2"
HTT5
3225
5/8" ANCH. 1(28) 10dxl-1/2
K
HD3B*
3130
3050
518" DIA. BOLTS
TDX2-TZ
2345
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2 - 5/8" DIA. BOLTS
L
HD5B*
4505
3785
518" ANCH. 314" STUD BOLTS
TDX6
5320
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2 - 7/8" DIA. BOLTS
M
HD7B*
6645
5650
7/8" ANCH. 3/4" STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1 1165/1070—
1005/915
8 - 10d x 3"
JUS26
1115/1060**
—
8-10d
P
HUS26
1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -1 6d x 3-1/2"
R
MTS12
1000
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW1 6
1195
1005
14-1 Od x 1-1 /2"
T
MTS20
1000
860
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1 MTW20
1 1195
1 1005
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U
MGT/MUGT
1 3140
3140
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22 - 10d X (1) 5/8" ATR W1 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
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
645
555
12-1 Od X 1 1/2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
PROP HIP
DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS
(+ +)
&
(B)
(B)
(A)
A 11 11 1
—'ORIPLY
ARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+I- U-)
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
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. Rl
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
R 2 P CARR ER—J
R 2 PLY CARRIER —(A)
10 LY I
INTERSECTIONS.
SPLICING
XC LE
ww`2 XCONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2)12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
ROOF FRAMING PLAN
SCALE: Y4"=1'-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 seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEET NO.
7.1
*5
GENERAL INSTALLATION NOTES
1 , Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural andior structural drawings.
4. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
& All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load 4 Applied horizontal load
Safe vertical load Safe hodzont;;l load -1.0
GENERAL CONCRETE LINTEL SCHEDULE
I APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY I
FORM & GROUT SOLID
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16 GAUGE POWERS
MATERIALS
1. 1 c precast lintels 3500 psi.
STEEL BOXED LINTEL
2. f c prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi w/
4. maximum 3/8" aggregate and B" to 11" slump.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
6'-6" LL
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
1. Refer to manufacturer's specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7/32 wire per ASTM A510.
3. If ]Intel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitluos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
4'-6" LL
2x8 #2 SYP STUDS @ 8" O.C. W/ (2)
USP MSTAM36 STRAPS EACH STUD
((1) STRAPS EACH SIDE) CENTERED
W/ (13) 10d NAILS & (8) Y4" TITENS
OR
(2) W #2 SYP STUDS @ 16" O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
WIY2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
AOIL SEE PLAN
'-F TMALL
Nf-8" KNOCKOUT COURSE
W/ (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
SCALE: 1 " = 1'-0"
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... .......... ......................................
..........
5'-4" LL
MIN.
...................................................
6-10" LL
4)
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5'-8" LL
5'-8" LL
17'-4" LL
(�) MIN.
LINTEL PLAN
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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: MJAMES
VERSION NO' 10
SHEET NO.
8.0
T.
1.1 J � IT.
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMERUSE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANYOFTHENEW
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 (11 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 3-1 NCH(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 Y2
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
CONSTRUCTION:
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1,1.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6fTMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1. 2� 4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. 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-LINDER 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�33. 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 ed. (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 L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR ILL + WL
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 / Al 85M-04A MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE,
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-l-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-l-P CONCRETE NOT EXPOSED:
1)/H
2
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.
MODULES OF
CONCRETETYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.3.
4.4
4.5.
st-1
4.7.
4.8
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
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 W/ CONCRETE IN ALL
STEM WALLS.
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3,5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
STRUCTURAL LUMBER:
4.4.1.1. INTERIOR LOAD BEARING WALLS 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
ANSI/TPI 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
FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ks!
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT,
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)
STEEL: Fv 285 PSI
4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
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 ed. (2014), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION7
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FRC R318.1- "A permanent s n which identifies the termite treatment provider
and need for re -inspection anAreatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems including all risers and
-0" of the building side wall.
spray hea s shall not be installed within 1'
4. FRC R318.7- To provide for inspection for termite infestation between
wall covering and final earth grade shall not be less than 6 in�hes.
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 R31 8.1.2 - 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 subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs b6fore vapor retarder placement,
retreatment is required.
9. FRC R318.1.5 - �Vegete overpour and mortar along the foundation perimeter
e c
must remove ore exterior so!] treatment.
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within T-0" of the structure sidewalls.
11, FRC R318.1.6 - An exterior vertical chemical barrier must be installed aftetru
construction is complete, including landscaping and irrigation. Any soil dis rbed
after the vertical barrier is applied, shall be retreated,
12. FRC R318.1 - All buildings are required to have pre -construction treatment.
13. FRC R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FRC R318,6 - After all work is completed, loose wood and fill must be removed
from below and within V-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.
GARAGE DOORS (V = 140
MPH)
TYPE: 5B
SINGLE 90
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS,
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8"
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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within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and sea[ is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seaL
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DATE 2/24/2014
TECH: M3AMES
VERSION NO' 10
SHEE7 NO.
SN
CORNER OF
HOME
GARAGE SIDE
101-019
TANK -LESS W/H
H C G
000
51-0"
01 0 C)
STUB -OUT FOR '9 1 1-011 � = :) 0 - I
J LO
GAS METER 0 0
9
0
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY**
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O,C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
1 0'-8t'
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
161-51f
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'J'
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-11"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11 �_011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
1T-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'-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
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
\
0-I
. . . . . . . . . . . .. . . . . . . . . . . . . . .
+
+ . . . . . . . . 2 . . . . . . . . . . . . . .
9
+ +
. . . . . . . . . . . E0 .. . . . . . . . . . . . . . .
+
+ . . . . . . . . . . + + .. . . . . . . . . . .
+ +
+ '-0" (TYP.)
+ _0" (Typ)
6'-0"
6'-0"
+
+ + + + + +
+ +
+ +
4- +
Lu + + + + + +
+
15/32" CDX
+ +
00 + 4
+
PLYWOOD OR
+ +
7/16" OSB
+ + + + + + + + + + + + + +
+ 4 + + + + + +
+ +
+ + + + + + +
+ + + + + + 9 . . . .
++ ++ \+++
. . .
+
+ . . . . . . . . . . . . . . . . . . .
. .
+ + + +N+ + +
+ +
\—RIDGE LINE
140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"
WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" 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: FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN,
Web Stiffener Fastener Schedule
Joist De Bearinq Location
Series pth End Intermediate
0 9-1/2" 2-8d 2-8d
BCI 5000s 11 -7/8" 2-8d 3-8d
14" 2-8d ___5-8d
9-1/2" 2-8d 2-8d
BCI 6000s 11 -7/8" 2-8d 3-8d
BCI 6500su 14" 2-8d 5-8d
16" 2-8d I 6-8d
11 -7/8" 2-8d 3-8d
BCI 60sP 14" 2-8d 5-8d
16" 2-8d 6-8d
8" 3-16d 3-16d
BCI 90se 5-16d 5-16d
6-_16d 6-16d
Backer and Filler Block Dimensions
Backer and Filler Block Dimensions
BCI@Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 112"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL---\ -- STD. 90' HOOK r— BOND BEAM
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LU
> STD. 90'
T-E
CONT. #5
E:
CONIT. #5
BAR HOOK
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd
FLOOR
INITERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
Ablockall
FOR BLOCKING1TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid posts rom
STUDS
above to bearing bel .
SECTION
INT. BRIG. WALL
N.T.S.
1/8" min. 2" min
0" }Small gap
4 m
ax.
Clinch nails 71
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection,
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 9"
2x4/Plywood/OSB web stiffener 2" min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" Max
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required Men Indicated or
- 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
DOUBLE JOIST CONNECTION - Birdsmouth cuts, N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hinher than 15001b
JC
BLOCKING PANEL, INTERIOR
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall
BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
Load bearing walls when load bearing - for lateral support when joists
Vertical load transfer =1 900 pif max along load bearing wall.
meet over wall, or wall stacks directly over wall or ki
Load bearing wall must stack beam below Load bearing wall must stack over
*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
require additional wall or beam below.* � Joist
consideration. Check - When joists meet over wall, provide
local building El �1_1 k1/16" 13/4" minimum bearing for each. I -Joist can be offset
code for appropriate up to 3" to avoid
details in One 10d box vertical plumbing
areas=20 of high kor=20 sinker fl
lateral load. nail each side 3" max
at bearing. JOISTS OFFSET
N.T.S.
Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist
for each lapped joist. blocking panel *Non -stacking walls
Squash block 10d nails require additional consideration.
(2x4 minimum) SECTION @ INT. BRG. WALL
Bearing wall, Versa -Lam LVL or N.T.S.
Glulam Beam E)
NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES — \� I D (KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
"7]L�
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
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 *2" 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.
TOP (2) #5's x 4' 0"
CENETERED
PENETRATION
5/1
TI-
B(
R TRUSS
'OP PLATE
Ire
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HTA 20-18 / HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
L
MIN, EMBEDMENT
SCHEDULE FOR
- AND QUANTITY
)FFASTENERS
:2 00
� FINISH GRADE
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
M
install *tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR 4 0 44
FOUNDATION INFO :4.., 4'
STEM FOUNDATION
r— GRADE —OMKIC 0CM Ill AKI
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
IV1/4"-2" gap—�_�/ Z_ _J
Backer Block
"Top Mount" "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
depth
/ VJ_
I -JOISTS BUCKETS
N.T.S.
Nu uni-kor- 4 rvu
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S,
HTA 20-18 / HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
a
NOTE:
UPLIFTVALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d A 1/2" NAILS
UPLIFT = 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
4
A A. 4 4
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"—\
CENETERED @ PI�E
PENETRATION
PLUMBING LINE
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
12" BELOW
GRADE
A
/PVC OR SCH40 SLEEVE
,---PLUMBING LINE
.4
A
. / , <'A 'A
0 V..
A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
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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 sea].
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO 10
SHEET NO.
SN 1
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
__7__ . - .4
4
Aq
4
.1 A A
4
SEE FND. PLN.
SIZE & REINF.
A
4
fi, MIT I
TYPICAL HUS INSTALLATION
BLOCKING PANEL, INTERIOR
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall
BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
Load bearing walls when load bearing - for lateral support when joists
Vertical load transfer =1 900 pif max along load bearing wall.
meet over wall, or wall stacks directly over wall or ki
Load bearing wall must stack beam below Load bearing wall must stack over
*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
require additional wall or beam below.* � Joist
consideration. Check - When joists meet over wall, provide
local building El �1_1 k1/16" 13/4" minimum bearing for each. I -Joist can be offset
code for appropriate up to 3" to avoid
details in One 10d box vertical plumbing
areas=20 of high kor=20 sinker fl
lateral load. nail each side 3" max
at bearing. JOISTS OFFSET
N.T.S.
Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist
for each lapped joist. blocking panel *Non -stacking walls
Squash block 10d nails require additional consideration.
(2x4 minimum) SECTION @ INT. BRG. WALL
Bearing wall, Versa -Lam LVL or N.T.S.
Glulam Beam E)
NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES — \� I D (KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
"7]L�
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
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 *2" 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.
TOP (2) #5's x 4' 0"
CENETERED
PENETRATION
5/1
TI-
B(
R TRUSS
'OP PLATE
Ire
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HTA 20-18 / HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
L
MIN, EMBEDMENT
SCHEDULE FOR
- AND QUANTITY
)FFASTENERS
:2 00
� FINISH GRADE
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
M
install *tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR 4 0 44
FOUNDATION INFO :4.., 4'
STEM FOUNDATION
r— GRADE —OMKIC 0CM Ill AKI
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
IV1/4"-2" gap—�_�/ Z_ _J
Backer Block
"Top Mount" "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
depth
/ VJ_
I -JOISTS BUCKETS
N.T.S.
Nu uni-kor- 4 rvu
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S,
HTA 20-18 / HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
a
NOTE:
UPLIFTVALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d A 1/2" NAILS
UPLIFT = 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
4
A A. 4 4
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"—\
CENETERED @ PI�E
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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 sea].
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TECH: MIAMES
VERSION NO 10
SHEET NO.
SN 1
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TYPICAL HUS INSTALLATION
FOR UNDERLAY
MENT
REQUIREMENTS SEE R905.
12
VAR
(TYP)
IES
INSU
5/8" OR 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X"@ GARAGE
W/A HABITABLE ROOM
ABOVE) WIDRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1X2 P.T. HORIZONTAL-/
NAILER
STD. 90-HOOK (SEE DETAIL
(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.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
METAL PL. UNDER EA. TRUSS
TRUSS (SEE UPLIFT SCHED.) W/
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT,
SN1 ELEV. VARIES�
ALUMINUM DRIP
EDGE
LUMINUM FASCIA
2x SUB FASCIA
EE SOFFIT
SHEET
8"X8"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
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TYPE 'IS" MORTAR
ARCHITECTURAL
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1/2" GYPSUM WALLBOARD
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U.N.O.
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1X4 P.T. BASE NAILER
4"X4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
'IB\
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MIN PSI MAY VARY PER
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TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
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LU
a-/-NOTE:EXTEND
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"FIBERMESH"
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BELOW GRADE
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BARRIER
�4
1>
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D 1557)
3" MIN. CLR.
(2) #5 REBAR CONT
ON 3" CHAIRS TYP. 4" 1-4". STD. 90 HOOK (SEE
I I -
U.N.O. DETAIL)
TYPICAL WALL SECTION rT�
SCALE: 3/4" V-0"
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO
RECEIVE PAVERS / DRIVEWAY
CONCRETE SLAB:�\
PAVERS
2x #2 SPF STUDS
@ 16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE--\
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CHAIRS (TYP.)
1:1 . . . I
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ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
APPLICABLE.
;;d-
1
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
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WWF OR FIBERMESH
. 16. - .. '. . t . >.
. 011
A I FMI-VII ffliftti
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TYPICAL INTERIOR BEARING
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GG
rG G
SEE TYP. WALL SECTION
FOR ADDITIONAL SLAB
INFORMATION.
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLT INFO,
(IF NO UP LIFT ON
WALL SEE GG/S3)
*USP SPT22 TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
SCALE: 3/4"=V-121"
S3
S. P. F. STU DS @ 16" 0. C.
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 314"=V-0"
v
2x STUD
8" C M U
1 "x P'T' S'
TUD
#5 VERT. IN FILLED CELL
5/811)611 "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
2x P.T. PLATE
ASSUMED FINISHED
GRADE
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--,,
---------
A
.
GRADE
00
1) #5 REBAR W/ OPT.
U�w
�NCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0"
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BLOCK WALL BEYOND
BLOCK WALL BEYOND
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V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
ri - _J�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
ADDITIONAL INFORMATION.
SEEA/S30RJ/S6---'- _14--ii
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4' (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3
ADDITIONAL INFORMATION.
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
USP SPT24
CONNECTOR
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
3/8" MORTAR BETWEEN
EDGES, AND @ 12" O.C, @ FIELD
SLAB & BLOCK
5/8"' x 10" "J" BOLT @ 24" 0 C W/
2"x3/16" PLATE WASHER
ELEV. 0'-0",,j,,
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10'WEDGE ANCHOR
A. F. F.
@ 24" O.C.) 211-
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"SHEAR WALL" SCALE: 3/4"=V-0"
m
TRUSS BOTTOM CHORD OR 2x4 BLOCKING
5/8"OR 1/2" HIGH STRENGTH
W/ 2-16d TOE NAILS @ EACH END
(U.N.O.) (OR %" GYP. TYPE "X" @
SEE UPLIFT SCHEDULE FOR UPLIFT
GARAGE W/A HABITABLE ROOM
CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
ABOVE)
TRUSS ALIGNED WITH STUD BELOW
S.P.F. DOUBLE
TOP PLATE
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
USP SPT24
CONNECTOR
�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
INSULATION PER CHART ON FLOOR PLAN
USP SPT22 CONNECTOR
5/8- x 10" "J" BOLT @ 24" O.C. W/-
2-4/16" PLATE WASHER (TYP.)
2x P.T. BOTTOM PLATE
(ALT: 1/2"xl 2" TITEN H D @ 24"
O.C. OR 5/8"xl O'WEDGE ANCHOR
6 x 6 W1.4 x W1.4
@ 24" O.C.)
WWF OR FIBERMESH
G �-O
1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
X�6ps
(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
THIRD POINTS ULATION PER CHART ON FLOOR PLAN
W STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FJOOK DETAIL
PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
SP SPT22 @ EA. STUD
MIN. 2500 PSI CONCRETE SLAB W/
3 1/2" MIN.
7 -7 . _�j
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SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20
WHEN TRUSS ALIGNED WITH STUD BELOW
�2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
-(1) ROW 2x BLOCKING @ MID HGT. FOR
WALL HGT, < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > V-13".
---4NSULATION PER CHART ON FLOOR PLAN
--USP SPT22 CONNECTOR
x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
/WWF OR FIBERMESH
6 x 6 W1.4 x W1.4 WWF OR
2 X P.T. PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
FIBERMESH
WEEP SCREED INSTALLED
I BAR
, "I - ^ 1, 11 1 11 - I S
PER MANUF.
;2�
'�'�#3 OR #4 REINFORCING BAR
GRADE 40 MIN. Fy= 40ksi
#3 & #4 LAP SPLICE I
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COMP. SOIL. (COMPACTED TO
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D1557)
4" 1-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
2"
1/2" FROM SLAB
CONT. BEAD SEALANT
<
INTERIOR
3 1/2"
4 4.
4
CONCRETE NAILS W 11/2'
EMBEDMENT@ 12" O.C.
STAGGERED, FROM BOTTOM
2
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB,,,,,
<4
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4" 41'
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SCALE: 3/4"=1A"
E
S3
_2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
Cl)
K
S3
SCALE: 3/4"=V-0"
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
USP SPT22 CONNECTOR
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2" x PLATE
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x ...... .. x/ 'xx' 'x.
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SCALE: N.T.S.
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FRAME -DOWN FALSE BEAM W/ (3) N
SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD
x FOR TRUSS
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CONNECTION INFO
SEE PLAN FOR
TOP OF BEAM MV & LAYOUT DESIGN
SEE ROOF PLAN
oc
FOR STRUCTURAL
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W1 1/4"X3"TAPCONS AT 8"
O.C.
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
W/ MIN. (2) #5 VERTICALS
FILLED SOLID
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
(2) #5 CONT.-
ON 3" CHAIRS
8" V-4"
(TYP.)
J_ r
1/2"(min.)- 4" 9
CC
S3
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ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8- EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
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SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS @ S.G.D. rM
SCALE: 3/4"=V-0" S 3
q MASONRYWALLAND >11
PAD FOOTING
r
8" MASONRY WALL
EXTEND FILL CELLS c�
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To the best of the Engineer's knowledge, infor mation, 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 sea].
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DATE 2/24/2014
TECH: MJAMES
VERSION NO
10
SHEEr NO.
S3
(MONO)
12
SEE ELEV.
,�,:(T:y 7P)
USP SPT24 @ EA. STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADE SEE PLAN FOR SIZE
CONNECTION
_\
2x DEAD WOOD @ MID
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DOUBLE 2x TOP TONEAILS SPACED
EVENLY
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(2) 2x HEADER
PER PLAN
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VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
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PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
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j L
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EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONIC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KIS4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION -
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
EXTERIOR FACE OF BLOCK
MIN. EXTENSION FROM
WALL IS 11/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
- 1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
TO DRAIN
WALL CLEAN -OUT A�
SCALE: N.T.S.
SHEETS FOR INSTALLATION INFORMATION BY
REFER TO WINDOW PRODUCT APPROVAL
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
(SEE SCHEDULE) KNOCK -OUT —
DOUBLE 2X4 SPF
#2 BLOCK W/ (1) #5
DOUBI
.
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
Top P
2X S. P.
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
ILIS
STUDW/(3)10dNA
Z_
BLOCKING (TYP.)
\--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
1
4
STD. gd'HOOK—/8"-
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELLWI (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PRCkIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A
112"X9 1/2" PLYWOOD SOLID BASE FOR
SCRAP MATERIAL —
BLOCK WALL ABOVE.
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
�
W
>
0
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 OM.) _/
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
GARAGE DOOR----_
8x8x16 C.M.U.
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
0
'BOTT M OF MOUNTING B
'_�POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N,T.S.
2x TOP PLATE
2x STUD @ 24"
O.C. MAX. ,
2x P.T. PLATE
SEE A/S3 FOR
7 5/81, 8" 7 5/8,1 8" 7 5/81, 8"
SOLID AREAS ARE
STEEL AND GROUT
INTERIOR
WALL q F1 E
CL F—_ - 1 F —_1 DOOR OPENIN F�
G F= —77 DOOR OPENING
1 1 p7ju
LIR 11 LMJ I
EXTERIOR
WALL
F1
FIJI
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE
MASONRYLAYOUT rD
SCALE: N.T.S. � �4
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING —Ct
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD.
<.
@ EACH END WALL
1 4 4
LU 4 < DOOR STOP
4 MOLDING
= 2� <
:!�: 0- —
GARAGE
DOOR
\�2-16d NAILS @ 24" O.C. OR 2-
4<
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING 2 x 6 P.T.
If I
PROVIDE P.A.F. NAILS OR
7t
EQUAL @ 12" O.C.
F
STAGGERED FROM BOT.
DOOR TRACK
PLATE TO
REINF. NFO
_\ � d
CONCRETE
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL
K**' J� TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T.S. SCALE: N.T.S.
� �4 � �4
19
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 W/ (6)
1 Od x 1 Y2" @ 24"
O.C.
10d NAILS @ 8"—
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
210 x 61v WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
V-4-
(1)
(2)
(1)
(2)
(1) LISP LSTA30
4'- 9'
(2)
(3)
(2)
(2)
I
(1) USP LSTA30
9'-16'
(3)
(4)
(2)
1 (4)
1(2)
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
\—INTERIOR HEADER
(1) 2x SILL PLATE W/ (2)
BOX HEADER 12d TOENAILS.
ONLY
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
'--2X STUDS TYP.
USP HTT16 TYP. U.N.O. SEE N/,'
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
A. WALLS NOTED WITHOUT UPLIf
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S.
-USP SPT4 SPT241
2X STUDS 0 24" 0 C
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
RECESS
LINTEL
4
P.T.
ATE
USP S
SEE TYPICAL WALL SECTION
12
— PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
_ZZ(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
TY7P.1
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
,—CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16"0. C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
USP HTA20 @ EA. STUD
L
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY
WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP SPLICE O.C. (14
2 ROWS 10d @ 3
NAILS TOTAL) EA. SIDE OF
4a,, SPLICE STAGGERED
2R
NA
SPI
1 Od @ 8" O/C
ATTACH ALL U
EXTERIOR ST IDS
1
TO YbP PLATE
W/ (4) 6d TOENAILS
NOTE: BOTTOM SP
LIC
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
USP
USP SPT4� SPT241 SP SPT4
Q
2X TOP PLATE
��-OVERLAPPING
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
USP
NAILED INTO
TRANSOM
FRAMING
USP_
SPT22
SID
PT4
2X8 P.T. BOTTOM
PLATE
UU I
5/8"X1 0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
INTO
TRANSOM
FRAMING
USP SPT22
SPT4 USP SPT4
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
IN8 P T BOTTOM PrTE'�'�
\-5/8"X10" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
USP SPT4
"
ROOFTRUSSABOVE
/_ 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0- O.C.
-MASONRYWALL
1 Od NAILS@ 4
A 10d NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
0 0
i � BEYOND.
LPLYWOOD
rEPLYWOOD FASTENED TO TRUSSES 101 SHEATHING
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
& 8" O/C FIELD L
SPT4
—PLYWOOD
SHEATHING
MASONRY- -
WALL BELOW o1_518"X10"J-BOLTS@24"O.C.
0 MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C�
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S.
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belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code
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: M3AMES
VERSION N
0' 10
SHEET NO.
S4
SEESTRUCTURAL —\
SEE STRUCTURAL NOTES AND
TOENAIL W/ (2) 16d
NAILS
NOTES AND NAILING BACKNAIL
W/ (2) 16d NAILS
NAILING SCHEDULE FOR
SEE STRUCTURAL NOTES AND CKNAIL W/ (2) 16d NAILS
SCHEDULE FOR
SHEATHING DETAIL
2"x4" OUTLOOKER
@ 24" O.C.
7
NAILING SCHEDULE FOR USP RT16 OR EQUAL @
7
SHEATHING DETAIL
L
f
2x4 OUTLOOKER @ 24"
TOP CHORDOR
SHEATHING DETAIL EA. OUTLOOKER
�
2"x4"
O.C. (OPTIONAL - SEE
7
BLOCKING F x
x 4.
�I N
OUTLOOKER
ELEVATIONS)
FIRST FOUR
@ 24" O.C.
SEE STRUCTURAL -
ROWS OF
45'
24" �MAX.
15*± X
TOP CORD BLOCKING --- 45*±
2X4 CONT"L" BRACE
TOP CORD BLOCKING
USP RT1 6 OR EQUAL @
DN
TRUSSES @
USP RT1 6 OR
FOR FIRST FOUR
FASTENED W/ (2) 1 Old
FOR FIRST FOUR ROWS
4" MAX. EA. OUTLOOKER
SCHEDULE FOR
EDGESOF 2x4 CROt� BRACE
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24" O/C. CMID
OF TRUSSES @ EDGES
SHEATHING DETAIL
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGESOF
HEIGHT
OF SHEATHING TYPICAL
Im
DOUBLE TOP PLATE
2"x4" CROSS BRACE
TYPICAL @ RIDGE FASTENED AT
1" BRACE TO EXTEND
X4K KERN
SHEATHING TYP. I KER
2x8 SYP#2 1" BRACE TO
2x4 CROSS BRACE APPROX
APPROX. 8" FROM
48" O.C. EACH JOINT W/(3) 10d
AT LEAST 90% OF WEB
@ 8" 0', /C.
@ 8,_O��O/C.
EXTEND @ LEAST 90% OF
USP
8'FROM RIDGE FASTENED AT
RIDGE FASTENED AT
MAX. & (2)1 Od TOE NAILS @
LENGTH (SEE TABLE)
2x4 CROSS BRACE
WEB LENGTH & NOTCH @
SPT4 @ EA.
EACH JOINT W/ (2) 10d & (2)
EACH JOINT W/ (2)
EA. END @ 48" O.C.
APPROX. 8" FROM
BOTTOM CHORD (SEE
STUD
1 Od TOE NAILS @ EA. END
10d & (2) 10d TOE
2x6 P.T.
r_1 SS
RIDGE FASTENED AT
TABLE)
2X6 FRAMED WALL - SEE
NAILS @ EA. END
SILL
1/2" CDX PLYWOOD OR
EACH JOINT W/(2) 10d
USP RT3A WITH 8-8d
WALL SECTION FOR SPACING
7/16" OSB SHEATHING
& (2)10d TOE NAILS @ Z=
FROM LEDGER TP
2x4 PANEL BLOCKING
ATTACHED W/ 10d
EA. END
BLOCKING
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
W1 1 Od NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
I III I 1
1 OdXT' @ 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7/16" OSI3 SHEATHING
L
I I I�
AND 12" O.C. FIELD
�,-�(2)16c!NAILS
END TYP. TOP &
THROUGH CHORD
CORD ATTACHED W1 (2) 16-d TOENAILS
ATTACHED W/ 1 Od NAILS
Dill
\
BOTTOM ATTACHED
INTO 2"x6" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
@ 6" O.C. EDGES AND 12"
2x4 PANEL BLOCKING @ 48"A
2x4 BLOCKING
W/ (2) 16-d TOENAILS
2x4 "T" ON TOP OF PANEL RI OCK"
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
�v
O.C. FIELD
O.C. FOR THE FIRST (4) ROWS
FASTEN WITH 1 0dx3" @ 4" O/C SPACED
INSTALLED PER MANUF,
�
2"x6" P.T. SILL \\\NOTCH
N\�
1" BRACE HERE
OF TRUSSES FROM EA. END
2x4 "T"ON TOP OF PANEL
@ 48" O.C.
5/8" x 10" "J" BOLT @ 48" O.C.
WEEP SCREED
TYP. TOP & BOTTOM ATTACHED
BLOCKING, FASTEN WITH
MOISTURE BARRIER
W/ (2) 16-d TOE NAILS
1 Odx3" @ 4" O/C
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM-
TY
USP HTA20 OR EQ. @ 6-10" O.C. TYPICAL.
ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4'-0"
ST
INSTALLED PER MANUF.
2x4 LEDGER (MATCH BOTTOM
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
USP HTA20 @ EA. TRUSS
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
MOISTURE BARRIER
CHORD SLOPE OF ADJACENT
VERT. WEB (24" O/C MAX.)
W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
TRUSS)
NOTE: IF EMBEDDED
TAPCONS. SECTION
STRAP MISSED VERTICAL SECTION
SECTION
LL
WEB; USE SCALE: N.T.S.
MSTAM36 ON OUTSIDE
SCALE: N.T.S.
\\, �5
SCALE: N.T,S.
REFER TO DETAIL J
ON SHEET S5 FOR
SEE STRUCTURAL-
X-BRACING, AND TOP
NOTES AND NAILING
CHORD BLOCKING
SCHEDULE FOR
SP HGAM1 0 W/ (4)
INFORMATION
;o
00
SHEATHING DETAIL
4"xl-3/4" WEDGE
OLTS & (4) SDS 1/4"
2"x4" CROSS BRACE
11/2" SCREWS
WOOD TRUSSES
00
00
APPROX. 8" FROM
RIDGE FASTENED AT
2x4 RAT RUN BRACING
EACH JOINT W/ (2)
AT 24" O.C. ON TOP OF
1 Od & (2) 1 Od TOE
CHORD FOR 4
NAILS @ EA. END
--KBOTT.
TRUSS SPANS
ATTACHED W/ 2 - 16d
x
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.
O/C W/ 2 - 16d
(D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
END TYP. TOP &
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 BEARAG
LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -
SEE TYP. WALL SECTION FOR
SCALE: 3/4" = V-0" S5
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8�
ADDITIONAL INFORMATION,
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2) 10d PER JOINT
IINIMUM 2x
�ROSS BRACING
3EE PLAN FOR
OCATIONS) 1 Odx3" O/C
TOENAIL 6" O/C
W/ (2) 16d TYPICAL
(2) 16d PER NAILS
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
RUN
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
GABLE TRUSS
1" BRACE W/ 1 Old @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
6.9 1 MAX. AND LOCATION)
S5
S5
I - I� - - - , - 1 , , - . " 1I.- �, -11, - , " -, 11'. - , ., -II. -. I
X--CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
BACKNAIL W/ (2) 2x4 OUTLOOKER
F16d NAILS
F
—F BLOCKING FOR
USP RT16 OR
FIRST FOUR ROWS
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
24" MAX. EDGES OF
SHEATHING TYP.
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
SS
/;1/2" CDX PLYWOOD OR
7116" OSB SHEATHING
ATTACHED W/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
(2) 16d NAILS
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
USP HGA10 @ 36"
O.C.
DBL. TOP
STUD WALL
PLATE
(SEE TYP. SEC.)
USP SPT24 @ EACH STUD
SECTION
r4
SCALE: N.T.S.
�5
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" OIC (TYP)
\-BRACING W1(3) 1 Od x 3" @
EACH CONN. @ 24" O/C
\_MOISTURE BARRIER
\-BOND BEAM
--�I:- MASONRY WALL
�ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.) rE
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� S5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"4" (U.N.O.)
1" BRACE
24"
0'0" - T-10"
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"W" 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.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
BACKNAIL W/ (2) 2x4 OUTLOOKER
F16d
NAILS F@ 24" O/C
TOPCORD
BLOCKING FOR
USP RT16 OR
FIRST FOUR ROWS
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
24" MAX. EDGES OF
SHEATHING TYP.
-1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
l--r)Qp 4zwr=ATPwr-, ATTArprn
8d @ 6"O/C
WOOD TRUSSES
(2) 16d NAILS W/ 1 Od NAILS @ 6" O.C.
AND 12" O.C. FIELD [USP HGAM10 W/(4)-3/16"x1-3/4"
JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1
��SEE PLAN FOR 1/2" SCREWS
CONNECTION
2x4 "T" ON TOP OF PANEL-J
BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
1 0dx3" @ 4" O/C (2) 12d TOENAIL
SECTION r9
SCALE: N.T.S. ���5
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES 6" OVERLAP
`MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL rM
SCALE: N.T.S. � S5
"L" BRACE W/ 1 Od @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
@ EACH STUD
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
ENDJACK
1 V-0" MAX.
LU
CORNERJACK
0
Lu
z
HIP FRAMING REFERENCE PLAN
0
z
Uj
1:
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE -
ATTACHED W/
1 Old NAILS @ 4"
A L
GABLE TRUSS EB
DOUBLE 1" BRACING DETAIL r-5
SCALE: N.T.S. S5
2X4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED�-,\,\", 16d NAIL
W/ 10d NAILS @ 4" 0. .
TYPICAL TT
GABLE TRUSS WEB --/
SINGLE 1" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C ,-,-GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE 'IT" BRACE r7
AS PER HIB 91 SCALE: N.T.S. \ �5
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9
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NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.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
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 ofthe Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and 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: MJAMES
VERSION NO 10
SHEEr NO.
S5
I
12
INSULATION —
BAFFLE
INSULATION PER --
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING -
BOARD PER CODE W1 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2X S.P.F. TOP PLATE
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED
WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS
O.C. MAX.
-SHINGLE ROOF
FOR UNDERLAYMENT
-SHINGLE ROOF REQUIREMENTS SEE R905.
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
SCHEDULE ON SHT SNII)
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE SOFFIT SHEET
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W1 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
PLYWOOD SHEATHING
LU
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
Cn
FOR MORE INFO
16" O.C. 2X S.P.F. STUDS
zo
:
LU
W/ (4) 16d TOENAILS TO TOP PLATE
U)
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
zz
.
APPLY 3 LAYERS W/ TOTAL THICKNESS 7[8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
_j Uj
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LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
LL
a:
INSULATION PER
1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2mM-W OSB,
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000SG.
B R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;E,,—
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR STEM
ETAL SEAT
ERP IN
OR FELT
PAPER FOR
MOISTURE
. '4
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8'
GYP. TYPE " X" @ GARAGE ONLY) W1 1318"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP W13
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
1x WID FURRING @ 24" O.C:
BASEBOARD
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
d
'A .
A ':A
A
6x6 W1.4xW1.4 I ;d
WWF OR FIBERMES
STD. 90 NOOK (SEE DETAIL)
8"&'X16" CONC. KNOCKOUT
BILK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
ILL
L1J
0
4"x4" INSPECTION PORT AT
=
m
0-
EACH FILL CELL TYPICAL
LU
U)
CL
AT GARAGE CONTRACTOR
LO
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
4"to 6" BELOW GRADE
:INISH GRADE 00
\-STD. 90 *HOOK
(3) # 5 REBAR ON 3"CHAIR (SEE DETAIL)
WIT' MIN. CLEARANCE
TYP 2-STORY WALL SECTION K'j
SCALE: 3/4"=V-0" S6
OP
USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD
'END SHEATHING TO
)F BEAM OR GIRDER
TE W1
O.C.
)OR TRUSS/JOIST
2ND FLOOR FRAME CONNECTION
SEE JIS-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-1 Od x 1-1/2"
NAILS TO STUD & 8-1 Od x 1-1/2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL----
BAND JOIST
'USP MP4F @ 24"
o.c. w/ 12-8d NAILS
1 st FLOOR WALL
SCALE: N.T.S.
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
x
TO STUD & 8-10d x 1 1/2" TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
2"X4" PANEL BLOCKING @ 48" O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
BOTTOM CHORD ATTACHED W/ (2)
16d TOE NAILS
DECKING
FLOOR TRUSS
SEE FRAMING
PLAN
2"X4" CROSS BRAC
E @ 48"
O/C FOR THE 1 ST Z-O" OF
END WALL W/ (2)1 0dx3" @ EA.
END INTO 2"X4" BLOCKING
SCALE: N.T.S.
SPACER
BLOCKS
CORNER
TYPICAL "T" AND CORNER
DETAILS
rN
SCALE: N.T.S.
2ND FLOOR FRAMING SEE
SECTION J/S6
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W1 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
WEEP SCREED
INSTALLED PER MANUF.
USP HTA20 @ 24" O.C. W/
10-1 Od X 1 1/2" NAILS INTO
BLOCKING TRUSS& MIN. 4"
EMBEDMENT IN CONC.
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-
-STORY WALL SECTION 0" k\N".S6
SEE TYP. 2
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT. PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSc
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 1 1/2" NAILS INTO FLOOR
TRUSS & MIN. 4" EMBEDMENT IN
KO BLOCK
FLOOR CONNECTION
B
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6
FOR ADDITIONAL INFORMATION.
RIBBONS
(FLOO
DETAIL R TRUSS) (o
SCALE: 1 1/2"=V-0"
"6,)
NOTE:
SEE TYPICAL WALL SECT11 N
SEE SHEATHING
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. < 8'-6". (2)
5/8"DIA x 10" "J" BOLT W/ 8"
ROWS OF 2X BLOCKI�FG @ 3rd PTS
EMBEDMENT @ 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
I
WWF OR FIBERMESH
7—
11-1
A'
4,
=T
1-11 I_TP1LL11L_ML1Ij;F:4F,1I:� "I - 1 (3) #5 CONT. ON 3"
_8" V-8` 8" CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION /��S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
B
15/32'OSB
EXPOSURE 1
SHEATHING
E
G AS
ED PER
N X-X IF
L
SHEET-- C
G FLOO
R SYSTIM
94��T
BON OR� VERTICAL
PROVID
BLOCKIN
REQUIR
SECTIO
NOT FUL
HEIGHT
-- (2)- 2x TOP PLATE
11 BEYOND
—15/32" OSS
EXPOSURE1
SHEATHING Lu
LLI
=
SOLID 2x U)
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BLOCKING @ ALL M
SHEATHING 0
EDGES (SEE
OPENING
SECTION X-Xl
Lu
0
C
LA_-
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BEYOND.
SEE LAN
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0
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PLATE BEYOND
2x RIB
\_�HORIZONTAL
SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM 1AIA1 I r-1 r'IIA'rl^Kl r%iAf`NriAAA
4 FT.
4 FT.
2
2
5 FT. 4 FT.
5 FT. 4 FT.
(D 2 2
(D
4 FT. 4 FT.
ROOF NAILING ZONE DIAGRAM
ROOF NAILING SCHEDULE
:
NAILING ZONES (SHINGLE AND�
0
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ZONE 1: 8d RING SHANK NAILS @ 6" =. ON EDGE AND 6" O.0 IN FIELD
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Z
ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
(NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
LL
0
SHANK NAILS)
NOTE:
U)
ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD
_j 0
0 Lu
(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
ZI)
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SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
0 00)
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LL
U) 1.- 2 u-
K W
STUD AND OR BLOCKING AT ALL EDGES.
0
N uj 0
LL
U)
A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN 1/8"
3/8" "S" = NAIL 3/8"
SPACING
zI ..
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S 1/2" S -,
r I S
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
Q�) NAIL AT BASE 2 ROWS @ 4" D.C. W/8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ W O.C. W18d COMMON NAIL
O.C. W18d COMMON NAIL
@ NAIL INT. AT 3
STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
W/8d COMMON MAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W1 8d COMMON NAILS @ 4" D.C.
@ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
[NOTE:
8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 " X 2 1/2"
Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 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 @ 3" O.C.
STAGGERED
WALL SHEATHING INSTALL.
& NAILING SCHED. SECTION X-X
�6
0
2-ROWS 12d NAILS
STAGGERED @ 12" OIC EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2x CRIPPLES @
2"x`10" OR GREATER HEADER
16" 0. C. W/ (2) 12d
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
S
(2) 2x HEADER SEE PLAN
\—INTERIOR
HEADER
10d NAILS @
BOX HEADER
(1) 2x SILL PLATE W/ (2)
8" OIC TYP.
ONLY
12d TOENAILS.
DOUBLE2x
EXTERIOR HEADERS
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2X
SILL PLATE W/ MP3 CLIPS
EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTER IOR 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.\
SLAB W/ 6x6 W1AxW1.4
R FIBERMESH
WWF 0
E -A
'�A
A I
A
1E1 I IE�d I 1=1 I ...
-::El I JEE1 I 1=1 I I=-
-11 1=1 I JEJ I I
I E E'', " Li I I I
M
SIS
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
V-4-
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) USP LSTA30
F__T1i7
(3)
(3)
(2)
(3)
1 (2) USP LSTA30
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE
DETAIL C/S6 FOR MORE INFO
-2X STUDS @ 16" O/C
-7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
OVER METAL LATH. FIRST 2 LAYERS 3/8"
THICK EACH, 3RD LAYER 1/8" THICK.
USP SPT22 @ EA. STUD
-2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
-
— E?
C) z
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
W/Y MIN. CLEARANCE
ALTERNATE FOOTING
@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6
FOR ADDITIONAL
INFORMATION.
L0
(D
— C,
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z
U)
V) (D
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION NO
10
SHEEr NO.
S6
THEN WRAPPED AROUND STUD (USP
MTW12)
PLAN VIEW
--T
SCALE: 1'4�
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
ANDJ"GAPTOPAND
BOTTOM, GLUED AND
Syp
NAILED TO STRINGER
blocking
0
"2x4
trap (U
s Strap (U
MT
2x1 2 TREAD
GLUED AND
NAILED---\
2X4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONED
INTO FLOOR WITH GLU NOT TOUCH STRINGERS
STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x-12 NAILING
1x
POINTS L
1X4 GLUED AND NAILED TO STRINGER
E
FOR DRYWALL SPACING
�H SECTION VIEW
SCALE: 1 1-01;
STRINGER MUST MP
CONTACT WITH LAN
2x4 CUT C -------
DOES NOT BEAR IN
WALL GLUED TO
2x8
SE
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
2X4 CUT ON BEVEL--`-�
DOES NOT BEAR IN
WALL
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
F10
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
CTION VIEW "All
SCALE: 1 V-10"
2x4 PT NOTCHED IN
AND NAILED TO FL(
AT STRINGER CON-
CTION VIEW "D11
SCALE: 1 V-0"
PLYWOOD
Z�-,,
-2x SYP CUT TO FIT
BEARS IN WALL
--2xl 2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-10"
-2x4 GLUED
AND NAILED
SECTION D—D
SCALE: 1 1
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT 2x12
STOP TREAD
GLUED
AND
2X4 PT NOTCHED INTO
STRINGER AND TAP�ONED
INTO FLOOR WITH GLUE-A-T
STRINGER CONTACT
POINTS
ALIGN
FACE
THIS STUD WITH 3/4" RISER CUT TO FIT
OF 2ND RISER
MAINTAIN BETWEENI"
AND4"GAPTOPAND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
RAFT RISER AND TREAD
STOP
2X8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
2x4 SYP BLOCKING
FOR STRAP
(USP MTW12) BEHIND
RISER
SECTION VIEW "B"
SECTION VIEW "Ell
2x8 SYP DRYWALL STOP MUST
--
NOT TOUCH STRINGERS
L GLUED AND NAILED TO STRINGER
Ll
OR DR
.JYWALLSPACING
H E
,,(� SECTION VIEW
-K��v SCALE: I" = v-0,;
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AND N/
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STOP
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SCALE: 1 V-0"
SCALE: V'= V-10"
;ER
BLOCKING FOR 2x12
PT UNDER 2x12 C
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" x
2 TAPCONS @ MAX. 32" O.C.
4 GLUED AND NAILED TO STRINGER
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)P
8 SYP DRYWALL STOP
JST NOT TOUCH
'RINGERS
x4 BLOCKING FOR 2x-12
K4 PT UNDER 2x12
2X4 CUT ON
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AND NAILED TO
LVL
SCAB 2x4 GLUED AND NAI LED (EACH
2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12
STRINGER STRINGER
TOP OF
STRINGER
-'-L--PROVIDE MOISTURE
MPONENTS
ZATTACH ALL CO PROTECTION
OF STAIR TO CONC. W/j" X
2 J" TAPCONS @ MAX. 32" O.C.
—1x4 GLUED AND
NAILED TO STRINGER
111C11
SECTION VIEW
SCALE: 1" V-0"
CONN. TO BOTTOM--\
OF NEWEL POST
PER CONTRACTOR
PROVIDE SOLID BLOCKING
FLOOR GIRDER
BELOW ALL NEWEL POST
OR 1 x 16" VL
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST
SECTION VIEW "G11
SCALE: 1 V-0"
CKING
SCALE: 1 V-131"
0 1 /-XIM koUINO I MUU I IUIN Ur. I /-XILO
(I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED
rWALL JOINT
YWALL TO
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)ED TO TOP PLATE
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JED AND NAILED TO
�RING WALL BELOW
(WALL JOINT
YWALL TO
/ER JOISTS)
2X
USP (1
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
SECTION V
BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
IEW111—Ill
SCALE: 1 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 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION N
0' 10
SHEET NO.
ST
1X4 1/2" DRYWALL
DOOR JAMB (REFE 1 X 4 1/2" DRYWALL DOOR JAMB (REFER
R
F
u
X 11/2" DRYWALL
4
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER
TO SHT. SDW2-K1 F P.T.
TO SHT. SDW2-K1 TO SHT. SDW2-K1
FOR CONN. DETAILS
j"z
MAX.
PROPER INSTALLATION
8"
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS
X 4
*1X
X 4
#5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d 4"
—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
#5REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
@
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS ED2
STAGGERED @ 16" TAPCONSSTAGGERED
X8
2X8
(TYP,)
400
BLOCK@ SPACING
1 DETAIL
O.C. 2-ROWS INTO P.T. STAGGERED @ 16" O.C.
2-ROWS INTO
1X8
4
eD
2x BAND JOIST W/ FACE NAIL 1 Od
PER MANUFACTURE
MASONRYTHROUGH
1- 1 /211 D ETAI L MASONRYTHROUGH 311 DETAIL
STD. 90^
90- HOOK (TYP.)
U
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS _�
HOOK (TYP.)
So
FACE NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
TAPCON @ 16"
TAPCO N
LJIL rL
IvIrz
>
1 X4 P.T.
NOTE:
0 C. & 4"'
O.C. & 4" FROM
3/16"x 3 -1/2" DOOR JAMB (REFER
ix 1/2" DRYWALL
4
LAP SHEATHING TO
EACH END W1 MIN
DOOR JAMB (REFER E CH ENI
DOOR JAMB (REFER TAPCON TO SHT. SDW2 -K1FOR
BOTTOM OF BAND
2 EDGE E
TO SHT. SDW2-K1 2" EDGE DIST.
TO SHT. SDW2-K1 CONN. DETAILS
JOIST TYPICAL
FOR CONN. DETAILS
FOR CONN, DETAILS 1 Od @ 12" O.C. 1X4
FURRING
2X8 P.T. WITH 3/16"0 X 3
NOTCAV FIRST COURSE
USP HGAM10 @ 12" O.C. W/4-SDS
1/41 1/2" SCREWS INT BAND
L LONG TAPCONS
L: 2x P.T. AS REQ'D
2X8 P.T.
STAGGERED @ 16" O.C..
2X8
L
JOIST & (4) 3/16"x1-3/4" WEDGE
BOLTS INTO K.O. BLOCK
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
LL
NOTCH WEB AT THE --------
FIRST 2 COURSES
BUILDOUT @ OVER SIZE DOOR
-WINDOW ROUGH OPENINGS('Cc�
FILLED CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION
KH
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
�S
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
UPLIFTCAPACITY = 945#FORlSTRAP
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
A
-A
= 1890 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID W/GROUT
ir 2-
81,
1 -PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG, AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
BLOCK HEADER ARCH BLKG. & BUCK
x 21"
USP RT1 6M W/ (8) NA1 1 NAILS & (6) 4 4
TAP ONS
1/2" DRYWALL
10d NAILS x 1� NAILS AND
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL
--LEAVE
A CUT OUT IN O.S.B. ON THE
X 12" WEDGE BOLTS (1) STRAP 1225 #,
(4) 4
t-dL I I
(4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
INSIDE TO ALLOW FOR INSULATION
(2) STRAPS 2450#])
7/16" OSB
TO BE INSTALLED
. .... ...
7 BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 1 1/2"
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
---2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHERINSTRUCT IONS.
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
RETROFIT TRUSS DETAIL
OVERHANGi'...
CONNECT W/ 8d NAILS BRACE/BLKG.
\_2
N.T.S.
INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3
INTO ARCH BLKG, PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
PROVIDE TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL
(NTS)
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-13"
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF
ARCH
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
I
ARCH DETAIL
RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE 1/4" X 3 1/2" TAPCONS AT 16"
(2) 10d NAILS @ 8" O.C.
TO TRUSS TOP CHORD
(3)
SCALE: N.T.S.
Ss
O.C. 12
+
+ + PLYWOOD SHEATHING
11-10" 51-011
L
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
+ +
+ +
I NISH FLOQ R
2
x 8 BUCK - CONNECT TO BLOCK
SECTION
+ BLOCKING AS
WITH
1/4" x 3 1/4" TAPCON (11/4" MIN
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
/4" MAX EMBEDMENT INTO
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS + SOFFIT
#5 BAR
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
2'-0" 8"
(5) -12d NAILS
+ +
+
CENTERED W/
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
9T
IN TOP C)
KNOCKOUT/
EACH TRUSS
7 1
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK
T
PROVIDE 2 x 8 DIAG. BRACE B WN,.,\
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONNECTOR
IN
MONO FOOTING
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
CONT. W/ (3)
12d NAIL S
SEE LINTEL
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY—/
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL
2 x 8 VERT. BRACE(S) -------
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
tENTER SOI��IT
DIRT
TO BE INSTALLED
J
BUILT UP PLWD. BUCK -
4'-0" MAX SEE PLAN I/
PRECAST LIN TEL
. . A.*. A STANDARD 9
,
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS D PTH
SEE ELEVATION
I� : - 9or
#5 BAR IN --' . . .. . .
HOOK
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
FOR OVER HANG
FILLED CEL L . L, , 1,
8d NAILS
'�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
—(MAX. 4'-0")
It 1,
INSTALL WDW, SCREW
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
—,JL—
111611-
e 0 It 't V IV t`.- - - !1k
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
O.C.
PER INSTALLATION DETAILS B-B
ARCH DETAIL rK
SECTION @ ENTRY rL
SECTION @ ROOF EXTE NSION rm_��
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
� �S
SCALE: 3/4" V-0"
�, �S
SCALE: 3/4" V-13"
� �S
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.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
EXISTING BOND BEAM.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
DRILL 314"X6" MIN. HOLE
rYPE "S" OR 'IN". 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
W , W , M , AT PERIME1 ER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
WHERE THIS CONDITION
STUDS & (1) - 5/8" DIA. ALL
>_ #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 6'41
5" EMBEDMENT & 3" MIN.
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
EDGE DISTANCE
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
U Uj NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0 9
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
LU A
REINFORCING AS FOLLOWS:
SEALANT
0 U)
U_ a -
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
#5X6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE.
—11 F-7-11 F
EXISTING FOOTING
6" MIN. LAP SPLICE W/
2-#5X6'IN CONIC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
LO
FILLED CELL
SMOOTH. DO NO FURROW,
0
V
CN
DRILL 3/4"X6" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE t>
SET BAR IN EPDXY
FURROW, MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
AP
q>
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
7
A
REMAIN FREE OF MORTAR.
NOTE:
cl)
z
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION
NOTES.
CN
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
-'0
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
/L \\,,--(2) #5 REBAR. MIN, 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
16" MIN. COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
70f
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" = 11-01,
SCALE: 3/4" = V-1)"
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 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: IVIJAMES
VERSION No' 10
SHEET NO.
SS
CROSS BRACING DETAIL (TYP.)r
SCALE: 1/2" 1'
TRUSS NOTES:
CONV. FRAMED RIDGE
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS-----7
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
BETWEEN EA. TRUSS
MAX & EACH END ALTERNATE
DIRECTION TYP.
----/--WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 1/2"=V-0"
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
=01
rklfx
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
—TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL
SCALE: 3/4" = V-0"
CB
vvl I vv VW "��l I I I 1� v v
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
- 2x8 BLKING. NAILED @ EACH
SIDE W/ (3) 12d NAILS WHEN
REQUIRED W/ (2) USP HTW20
W/ (14) - 1 Od X 1 1/2" EACH
TB
7 PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 81-0"
MAX
WOOD
TRUSS
SEE ROOF
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
"19.
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP,
TRUSS
HIP
G.T
AT 12" O.C. MAX
(2) 12D NAILS
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP &
BOTTOM OR USP RT7
OR HCLR/LL W/ 8 - 8d
IN PLACE OF (4) 10d
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2
(2) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR USP RT7 @ 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MA)C W/ (3) 1 Od
COMMON TOENAILS TO RIDE BEAM
2X4 CONT. AT--/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A —A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE: 1/2" l'-O"
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
OIL VARIES
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 #2 SPF BRACING @
16" O.C. W/ (4) 12d
COMMON TRUSSES.
TOENAILS TO TOP
SEE TRUSS PLAN
PLATE & (2) 12d END
NAILS TO TRUSS
MIN. (2) 2XI4
SPFTOP
FPLATE
FOR CONNECTION
INFORMATION.
BOTTOM CHORD
4VARIES SEE PLAN
FOR WALL LOCATION
MIN. 2X4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WALL
MIN. 2X4 #2 SYP P.T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MA)C
INFO.
SECTION
@ ENTRY
SCALE: 3/4" = V-0"
USP LSTA18
CENTERED @
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE: 1/2"=V-0"
USP HD4101F BUCK --
SEE ROOF PLAN F1
MORE IN
(2) 2x8 #2 SYP W
7/16" O.S.B. FLIT
PLATE TOP @ T1
BRG.
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
USP JUS46 OR JUS461F
BUCKET TO COLUMN
SUPPORT COLUMN BUILT-UP
(2)-2x4's OR 4x4 W/ (2)-1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) USP HTA20's
w/(l 0)-1 Od x 1 1/2 EA. TO COL.
ALT: (2) USP MSTAM36
STRAPS CENTERED
w/(l 3)-1 Od NAILS Ea TO COL.
TIE BEAM
BEAM RAISED ENTRY
MASONRY WALL rl�A
4
SCALE: 1/2" V-0"
kSEE PLAN
FOR CANT
SEE FLOOR PLAN FOR
COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
7/16" OSB FLITCH PLAI E SEE FLOOR PLAN FORJ SCHEDULE/PLAN
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
USP ST18
TYP. U.N. 0.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
2X4 STUDS W/ USP -
SPT22 @ BASE SEE
J/S6 FOR MORE
INFO.
A F_� A
SEE PLAN FOR
SEE PLAN FOR
CANT. IF
INDICATED
0.
0
CORNER SEE FOUNDATION
< PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE: 314"=V-0"
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
USP LSTA30 OR
MTW12 TO FLOOR
GIRDER BELOW @ 16"
O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r2 2* �
SCALE: 3/4" = V-0"
SCALE: .914"=V-0"
SEE VS5 FOR
ADDITIONAL
OUTLOOKER
INFO.
jgi
GABLE
TRUSS
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
//—CENTER OF POST
MIDDLE
8d NAILS AT
4" O.C.
SEE PLAN FOR
VALLEY TRUSS
INFO.
MASONRY WALL BELOW: USP
44.
HTA1 6 @ 4'-0" O.C. TO GABLE
MASONRY WALL TRUSS BEAM BELOW: USP
OR BEAM HTW20 @ 4'-0" O.C. TO GABLE
SEE TRUSS PLAN -------
TRUSS
7T--=i
OMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE
SCALE: 3/4" = V-0"
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
�CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 41D1
FOR BEAM SIZE
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
2x SPF #2
AT 16" O.C.
KNEEWALL
2X4 #2 SYP NAILER. NAIL
TO STUDS W/3-16d @
EA. STUD. TOENAIL EA.
TRUSS TO NAILER W/3-1 Od
BUILDER FRAME
RADIUS
AS REQUIRED
ENTRY FRONT WALL
SCALE: 1/2" V-0"
USP JU26 OR IF 2 PLY
TRUSS USP JUS26-2
TRUSS TO LEDGER
2X8 #2 SYP CONT. LEDGER W/
(4) 16d NAILS ATTACH NAILS
INTO END OF EACH FLOOR
TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL
(4) NAILS EACH SIDE)
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SEE FLOOR FRAMING
PLAN AND J/S6 FOR MORE
INFO. VERIFY WITH PLAN
FOR LOCATION AND
DIRECTION (IF PARALLE
SEE 2/D2 FOR BLOCKING
INFO)
-MASONRYWALL
(TYPICAL)
SECTION AT LOW ROOF
SCALE: 1/2" l'-O"
LOW ROOF/WAL
L
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ USP SPT22 @
BASE & SPT24 @ TOP
2x BLOCKING BETWEEN
STUDS TO TRUSS W/ (2)
12d TOENAILS EACH END
(BETWEEN TRUSSES (2)
12d NAILS TO EACH
VERTIVAL STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
USP MTW1 2 TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/----/ Z- (2) 2X6 BLOCKING UNDER� FLOOR G.T.
RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN
EXTENSION SEE TRUSS JUS24-2 EACH END
MANUF, SPEC'S FOR
CONNECTIONS TO G,T.
SECTION @ BUMP OUTK '39'N�
SCALE: 3/4"=V-0"
DETAILS & SECTIONS
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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: MJAMES
VERSION NO' 10
SHEET NO.
D1
z
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
(1) USP LSTA30 STRAPS
BENT OVER TOP PLATE
TOENAILS 2x4
TO TRUSS TOP
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
1 OR 2 PLY GIRDER
THEN DOWN THE FACE
USP SPT4 W/ (6)-1 Od X 1 1/2"
TRUSS. SEE PLAN FOR
OF HEADER/STUDS W/
@ 24" O.C.
EXT. SHEATHING
MASONRY WALL
CONNECTION.
(22) 1 Od NAILS
2x SPF TOP PLATE
BELOW AND ALT. +
SEE PLAN FOR CONN.
(2) -
FLUSH W/ TOP
2 OF MASNORY & 8d
BLOCKING INFO
2x CRIPPLES @ 161, O.C.__\
(2) 2x HEADER SEE PLAN
SEE FOR
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(3) 2x # SPF
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DETAILS
F
LO
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2xSTUDS
ADHESIVE TO
8" O.C. EACH SIDE
END OF SILL. MAX.
EXTERIOR HEADERS
-------- .....
2x4 CONTACT
SURFACE A 2x4 #2 BLOCKING
2'
U.N.O. ON PLAN
OPENING WIDTH 4
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
B 2x4 SIDE BRACE
2
AT 48" O.C.
:P
I
THAN 4 FEET BUT NOT
EXCEEDING 6 FEET.
SILL PLATE W/ MP3 CLIPS EACH SIDE
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
INSTALLED AT EA. END
OF HEADER SEE Q/S4 FOR REQ'D
. 0 M _7
:1
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
L BLOCK
FLOOR DECK
2x CRIPPLE AT EA.
JAMB INFO
1/2" GYP. BOARD OR
BLOCKING
WALL
USP LSTA 30 w/ (11) - 10d
(2) USP MSTAM36 STRAPS w/ (8) 10d
EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
FLOOR TRUSS/
END OF OPENING
TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
SHEATHING (MIN. 7/16")
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO Lp
VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
T P(S)
(2) USP MSTAM36 STRAP(S)
I -JOIST SEE PLAN
PACK W/1 Od NAILS
FLOOR DECK
MASONRY WALL BELOW. CONTRACTOR
WALL SHEATHING
(2) - 12d TOE NAILS TOP
CENTERED W/ (8) 10d NAILS
TIE BEAM
@ 8"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
MAY USE (2) SIMPSON MSTAM36 STRAPS
w/ (7) 1 Od NAILS & (4))/4" x 2 Y4" TITENS� v
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM WINDOW
INSTEAD OF USP MSTAM36 STRAPS, IF
SCALE: 11/2" 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 JOIST-
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) 1 Od
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SEE R/S6 FOR
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED
SECTION CORNER
CONNECTION INFO TO
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
EITHER STRAP IS ADEQUATE
OTHERWISE DETAIL
CAN BE IGNORED
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
BLOCKING DETAIL
GIRDER/COL. CONN._@ 2nd FLOOR
HEADER CONN. @ 2nd
FLOOR('�'4�
SCALE: 1/2" V-0"
AS NOTED
SCALE: 3/4" V-0"
SCALE: 1/2" - 11-01,
SEE Q/S4 FOR
JAMB STUD
USP SPT24 @ EA. STUD W/6-1 Od
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.
2x8 OR 2x6 TOP
US P S PT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE
(2) (2)
REQ'D TYP —7 @ 24" O.C.
US P LSTA24 W/(1 8)-1 Od NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
INFO BELOW ON CONNECTION OF
PLATE SEE PLAN
2-2x4SPF "END
USP RS150 W/ MIN. 12
US P S PT4 W/ (6)-1 Od X 1 1/2'
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W1 (11) 1 Od
BE NT
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO
(2)
11 11 A
NAILS TO STUDS ABOVE & (11) 1 Od
IADWN
0
OVER TOP PLATE THEN DOWN
(2) - 2X SPF TOP PLATE
HEADER W/ (2) 12 TONEAILS
FLUSH W/ THE OUTSIDE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
'STUDS
THE FACE OF HEADER/ STUDS
2 x 4 #2 SPF STUDS
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
C AT 16" O.C. U.N.O.
USP SPT22 W/ (6)-1 Od TO STUD &
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
(2) 2x HEADER
(4) - 1 Od TO PLATE
5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
INTERIOR HEADER
SEE PLAN FOR
COL. SIZE
/�(2)
CONNECTION
SEE PLAN
USP MSTA36 STRAPS CENTERED
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
4F
�/S 0
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
W/ (22) 1d NAILS OR (2) SIMPSON
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7
REQ'D JAMB INFO
10 EXTERIOR HEADERS
MSTA36 STRAPS W/ (26) 1 Od NAILS
PLATE SEE PLAN
MORE INFORMATION
2XSP F EMBEDMENT PAST STEP.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
12d NAILS AT 6"
BLASE PLATE USP SPT4 EACH STUD
2x CRIPPLES @ 16" O.C.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
2-STY. FRAMING
ARE ADEQUATE)
O.C. TYP T & B
USP SPT6 OR
C
PRE-ENGINEERED
W/ (2) 12d TOENAILS T/B
\—BAND JOIST & BLKG.
(2) 2 x #2
SPT8 @ 24" o.c.
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
(2) - 10d TOENAILS AT EACH END OF
EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
SYP U.N.O.
IF8_1 1 1.
U.
SPACED WAN 6" FROM OPENINGS
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
AND MULTIPLE STUD PACKS
TOP PLATES
OPENING NAILED TO STUD
THAN 4 FEET, BUT NOT EXCEEDING
6 FEET, A MP3 CLIP IS TO BE
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACK W/ 1 Od NAILS @ 8"0. C.—
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
m 2 x 4 #2 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK
PLYWOOD ATTACHED PER
X NAILING SCHEDULE
USP HTT45 BASE W1
AT 16" O.C. U.N.O. (2) 2x HEADER
OPENING LARGER THAN 4 ft (2) 2x SILL
1
FLOOR TRUSS/ I -JOIST SEE PLAN
(18) 16d NAILS &
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
TYP 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) LSTA12 WRAPPED UP
(2) 2x TOP PLATE
4
BASE PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
AND OVER TOP PLATE
CONTRACTOR MAY USE
11 PROVIDE BLOCKING
2x CRIPPLES @ 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
%
SPT22 & SPT24 (OR SPT4)
10d NAILS & (4))/4"x2l/4"
CONNECTORS@ TOP"
PROVIDE EXTERIOR SHEATHING
TAPCONS INSTEAD OF USP
SEE FOUNDATION PLAN
PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE
STRAP. EITHER STRAP IS
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
r5
HEADER CONN.
@ 2nd FLOOR r6
STUDS BELOW
HTW20 @ BASE TO HEADER
LOWER ROOF.
2 STORY COL.
GIRDER
(IF CRIPLLES ARE LESS THAN
8" LONG NO STRAPS ARE
SCALE:
1/2" V-10"
SYSTEM 42
SCALE: 1/2" = V-0"
REQ'D)
SCALE: 1/2" V-0"
A. l.
---ADDITIONAL STRAPS
SEE STANDARD HEADER
REQUIRED AT TOP PLATE
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2)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
USP SPT4 W1 (6)-1 Od X 1 1/2"
2X4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
(2) 2x HEADER SEE PLAN
USP MP3 EACH END TYP.
FOR OPENINGS LESS THAN 4'-0" WIDE,
HEADER/STUDS W1 (22) 10d
DOUBLE 2X4
(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.
3'
2x CRIPPLES @ 16" O.0
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
FOR JAMB
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
STUDS @ 16" O.C.
W1 (2) 12d TOENAILS T/B
INTERIOR HEADER
Q/S4 REQ'D
INFO.
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 1 Od TOENAILS AT EACH
END OF SILL (MAX. OPENING-\
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x CRIPPLE AT EACH END OF
OPENING 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 THAN 4 ft (2) 2x
NAILED
r8
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
SCALE: N.T.S.
BUT NOT EXCEEDING 6 FEET,
A MP3 CLIP IS TO BE
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
A MP3 CLIP IS TO BE INSTALLED AT
EACH END.
PROVIDE 2X4 ON
INSTALLED AT EACH END
OF HEADER SEE Q/S4 FOR
FLOOR DECK
TOP OF 2x8 TO
REQ'D JAMB INFO
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
Ile
END OF OPENING
W/(22) 10d NAILS
(2) USP MSTAM36 STRAP(S)
CENTERED W1 (8) 1 Od NAILS
2X CONT. RIBBON
W/ (2) 1 Od NAILS
NAILED TO STUD PACK
W/ 1 Od NAILS @ 8110.C.
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2X4 BEYOND
DOUBLE
CONTRACTOR MAY USE
AGAINST
2x8
01
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
r9
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = 1'-Ov.
SYSTEM 42
SCALE: 1/2" = V-0"
SCALE: 3/4" = V-0" "NNNNNNNN.,�
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION NO' 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: INTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TOTECHN�CAL
LETTER ON CHEM CAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WEATHER
�E BARRIER &
iARILY SECURE
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
I
OVER RIM JOIST AND UP-��
X
WALL BY 6 IN,
WEATHER
RESISITIVE
BARRIER
ED FLASHING
EeS
SELF -ADHERED FLASHING
E
AM
F50M 0
SEAL TOPS OF JOI,':
UNDER DECKING
(SEE DETAIL WP`07)
DOOR ROUGH OPENING
3/4"-V BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6", USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-l" BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
Lei
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
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
LF-ADHERED FLASHING
rCH
FLASHING
1
2
4
5
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0. 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING -7
RUBBERIZED ASPHALT
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING F
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
DECK JOIST OUTSIDE CORNER RT IM400
SCORED
P
RELEASE APER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
0
0
"0.,
0
0
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 Trim). 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 0.019-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
Refer to the number marked aslOin each detail that corresponds to the numbered items in the list of
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 (15" 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
7/8" Cement Plaster
in accordance with
ASTMC926
NOT USED NOT USED WEEP SCREED DETAIL
NOT USED -1 IN -0 "_0 SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B�
sheathing
,Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt j oi nts need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engineer's knowledge, infor mation, and
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within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seat is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO 10
SHEET NO.
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< USP Connectors > < Cross Reference > Ld) 2
(D Do- =0 2
USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report (D
Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis C CIO -0
A3 FL17244.1 ESR-3455 CD Q)
A23 FL110446.2 ESR-2606 (/) -41--
HD210-2 FL17232.3 ESR-3445 HU210-2 FL1 655.20 ESR-2549 -cu
HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 0
HD216 FL17232.3 ESR-3445 2
HU216 FL10655.29 ESR-2549 0 0
HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET C= 0 U_
HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building comporients listed below if
HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the 0 Co 0 >
u) E (3) 0
product approval number for any of the applicable listed products, L_
HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 L_ CL
HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 U) M
Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures CU 1.0- 40
HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 1. EXTERIOR DOORS U)
HD0410 FL17241.5 ESR-3444 HUC0410 FL1 1468.11 SIM200804 A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf
HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803
ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf
HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Fiber Classic / Smooth Star FL15000.1 +55,0/-55.0 psf
HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551
HTA16 FLI 7680.2 Evaluation Report HETA16 FL1 1473.5 SIM200802 B. SLIDING General Aluminum Company Series 420/430 FL 15332.1 - FLI 5332.5 +40.0/-40.0 psf
HTA20-1 8 FLI 7680.2 Evaluation Report HETA20 FL1 1473.5 SIM200802 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) _ FL15279.37 +30.0/-32.0 psf
HTT16 FL17324.1 Evaluation Report HTT16 FL1 1496.1 ES-01 30 Clopay Building Products Residential VVindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FL1 1496.1 ES-0130 Clopay Building Products Residential WinclCode Doors W6 (SX7) 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)
HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613
HTW20 FL17244.8 ESR-3455 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 FL15217.4 - FL15217.5 +50.0/-55.0 psf
HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL16217.7 - FL15217.9 +40.0/-50.0 psf
HTVVM16 FL6223.2 Evaluation Report HGT2 FL10456.18 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 FL10456.19 ESR-2613 General Aluminum Company Series 198011990 FL 15288.3 - FIL 15288.4 +40.0/-50.0 psf
HUGT2 FL6223.3 Evaluation Report HUS210-2 FL1 0655.92 ESR-2549 C. FIXED General Aluminum Company Series 1550/1570 FL 15278.4 - FIL 15278.5 +40.0/-40.0 psf
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2649 General Aluminum Company Series 190011970 FL15278.7 - FL15278.9 +40.01-50.0 p
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
HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549
HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549
3. PANEL WALL
HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA
JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549
JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf
JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655,111 ESR-2549 C. OTHER
JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655,112 ESR-2549 4. ROOFING PRODUCTS
JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549
A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), FL5444 I N/A
JUS26-2 FL17232.12 ESR-3445 LUS46 FL1 0655,1118 ESR-2549
JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615
JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 B. UNDERLAYMENTS Tamko
KLEG3 FL17241.15 ESR-3444 LSTAII 2 FL10852.4 ESR-2105 HomeGuard
KST260 FL17244.15 ESR-3455 LSTAII 5 FL10852.4 ESR-2105 POLYGLAS
LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED
LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson
LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Met
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 Lomanco, I
LSTA30 FL17244.18 ESR-3455 LTT19 FL 11496.3 ER-130 O'Hagin Ma
LSTA36 FL1 7244.18 ESR-3455 LTT20B I'Ll 1496.3 ER-130 E. ROOFING TILES Boral Tile
LTS19 FL17219.3 ER-0200 LTT131 FL1 1496.3 ER-130 Boral Tile
LTS20B FL17219.3 ER-0200 LTS12 FL10466.29 ESR-2613 F. OTHER
LTT131 FL17219.3 ER-0200 LGT2 FL1 1470.7 SIM200803 5. SHUTTERS
LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 A. STORM PANELS Global Prot
LUGT2 FLI 7240.2 ESR-3447 A34 FL10446.3 ESR-2606 Global Prob
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 Town and C
MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 All America
MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL
MP6 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS
MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Struct
MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson St
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Buildin
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MIek Indu
MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105
MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Boise Eng.
MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 Boise Eng.
MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 eyer aeu
MTW1 2 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Weyerhaeu
MTW16 FL17244.8 ESR-3455 MTS20 FLIG456.36 ESR-2613 D. MATERIAL Cast -Crete
MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 Commercia
MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL - 10866.12 ESR-2616 Powers Ste
MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 Powers Ste
NFM36X12 FL5782 Evaluation Report The products listed below did not clemonstrat
HDU2-SDS2.5 FL10441.4 ESR-2330 available to the inspector on the jobsite; 1) co
NFM35X16U FL578,3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 the applicable manufacturers installation re
PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802
PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105
PHD2A FL17219.4 ER-0200 Hill FL10456.5 ESR-2613
PHXU3516 I'Ll 724120 ESR-3444 H10 FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613
RS150 FL17244.27 ESR-3455 H10A FL110456.6 ESR-2613
RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613
RT1 6-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613
RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613
RT3A FL17236.11 ESR-3448 H2.5 FL10466.11 ESR-2613
RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613
RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803
RT7 FL17236.11 ESR-3448 Spi FL10456.41 ESR-2613
RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613
RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613
SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613
SPT24 FL17244.31 ESR-3455 SP8 FL10466.45 ESR-2613
SPT4 FL17244.32 ESR-3456 SPH4 FL10456.46 ESR-2613
SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SP778 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549
SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549
SPTH8 FL17244.32 ESR-3455 HHUS410 FL1 0655.4 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
THD410 FL17232.17 ESR-3445 MSTAM24 FL1 1473.19 SIM200802
THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802
THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802
THDH414 FL17232.18 ESR-3445 HHETA20 FL1 1473.9 SIM200802
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803
UPHD8 FL17219.6 ER-0200 LGUM26-2 FL1 1473.12 SIM200802
XT25 (and AR), XT30 (and AR)
151b Felt Underlayment
FL12328.6
N/A
Building Products, Inc
ToughSdn Synthethic Undedayments
FL21675.1
N/A
S USA
Polyglass roof underlayments
FL5259-R26
+N/A/-622.5
Arch Metal Comp.
Off Ridge Vents
FL5219.1 - FL5219.3
N/A
a] Products, Inc
Vent RV10
FL2075.1
N/A
nc
DA-4 Exahust Vent
FL17202.1
N/A
nufacturing, LLC
O'Hagin's Cloakded Vent Tile
FL16588.1
N/A
Villa 900
FL7849.24 - FL7849.26
N/A
Saxony 900
FL7849.13 - FL7849.16
N/A
action Products
Galvanized Steel Storm Panels
FL1 5076.1 - I'Ll 5076.2
N/A
ction Products
GPP Fabric Shutter Series 2000
FL15088.1
N/A
ountry Industries
Safety Edge Storm Panels
FL12856.1
+54.01-54.0 psf
n Shutters
Galvanized Steel Storm Panels
FL17869.1
N/A
ural Conn.
see chart
rong-Tie
see chart
g Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
stries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
Wood Prod.
Versa -Lam SP
FL1644.1
N/A
Wood Prod.
Wood I -Joists ALLJOIST
FL1645.1
N/A
ser
Engineered lumber - TJI
FL1630.1 - FL1630.11
N/A
ser
Level Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.4
N/A
Corp.
High Strength Concrete Lintels
FL158.1
N/A
I Concrete Products, Inc,
High Strength Concrete Lintels
FL1774
N/A
a[, Inc.
PSbox8LT, PSboxSLT(5-5/8)
FL5450.1
N/A
el, Inc.
PowerBOX8 Lintels
FLI 1383.1
N/A
a product approval at plan review. I understand that at the time of inspection of these products, the following information must be
py of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
quirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
APPLICANT SIGNATURE
DATE
Cn -To- CD
>
2-_0
C:
CL 0
CL C)
Florida Department of Business & Professional Regulation
Page I of 2
Florida Department of Business & Professional Regulation
Page I of 1
0) 0 C/)
Building Codes and Standards
1/9/2017
Building Codes and Standards
VV2017
=3 -C,0
C/)
Florida Department of Business & Professional Regulation
Page 1 of 2
-0 -2
Product Approval Application Detail
Product Approval Application Detail
Building Codes and Standards
1/912017
C)
2
FL#15000-R2
Product Approval Application Detail
0 0
C
F L#1 5225-R
0 LL_
Code
Entity o
Date Date
Date Pending
Date
Code
Manufacture
Entity or
Contact, & Licens Validated By
Date Date
Validated Submitted
Date Pendinci
FBC Aiporoval
Date
Awroved
Status
FL#i5332-R3 Products
co :�'- ,-
0 CD
co
Type Versio
Manufacturer
Contact Eno ineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
TVDe Versio
Engineer
0
>
Revision 2014
Therma-Tru Corporation
RickWright National Accreditation & Ryan J. King, P.E.
06/28/2015 06/1312015
07/0512015
Approved
Revision 2014
Therma-Tru Corporation
RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
06/2812015 05/29/2015
07/05/2015
08/19/2015
Approved
Seq #
Product Model, Number Name
Quality Assurance
Product Description Contract Expiration Date
Approved for Use Approved
in HVHZ
for Use
Outside HVHZ
Im pact
Resistant
Design
Pressure
S2 E
0
L_
Category: Exterior Doors
(419) 298-1740 Management I nstitute (813) 767-6555
Category: Exterior Doors
(419) 298-1740 PE-43409 (813) 767-6555
or
No
No
L_
Subcategory: Swinging Exterior Door Assemblies
rickyv@rwbidgconsultants.
SubCategory: SWnging Exterior Door Assemblies
rickvQrwbidgconsultants.
4
SERIES 420 ALUMINUM SGID REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017
Yes
N/A
C/) 0 Co
Compliance Method: Certification Mark or Listing
com
Compliance Method: Evaluation Report from a
com
XO. )0( 96"x96"
Co 4__
_41-0
Florida Registered Architect or a Licensed Florida
5
SERIES 420 ALUMINUM SGO REINFORCED
SERIES 420 ALUMINUM SGID REINFORCED XXX 12/3112017
No
Yes
No
N/A
U)
FL#15225-R$ Products
Professional Engineer
143"x96"
7
SERIES 420 REINFORCED ALUMINUM SGID
SERIES 420 REINFORCED ALUMINUM SGID OXO 12131/2017
No
Yes
No
N/A
Quality Assurance Approved for Use Approved for Use Impact Deslan
l46"x96"
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
FL#15000-R2 Products
8
SERIES 430/440 ALUMINUM SGID
SERIES 4301440 ALUMINUM SGD XXX 12/31/2017
No
Yes
No
N/A
5
e. "Smooth-Star" and " Benchmark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021
No
Yes
No
N/A
Quality Assurance
Aporoved for Use Aporoved
for Use
Impact
Design
143"x8O" NON -REINFORCED
Therma-Tru"
and Wthout Sidelites. InsWng and Outswing
Sao #
Product Model, Nu m bar or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Pressure
9
SERIES 430/440 REINFORCED ALUMINUM SGD
SERIES 430/440 REINFORCED ALUMINUM SGID 12/31/2017
No
Yes
No
N/A
6
f. "Premium Series", "Construction
6/8 and 8/0 Opaque and Glazed Steel Door Wth 12t3112021
No
Yes
No
N/A
I
a. "Fiber-Classjc" or "Smooth-Star"
6'8 "Non-Impact" Opaque Fiberglass 12/31/2018
Yes
Yes
No
N/A
XXX 143"x96"
LV
Series" and "Benchmark by Therma-Tru",
Transoms. With and without Sidelites. Inswing and
wth Transoms
Outswing
Door with & Wthout Sidelite(s) - Outswing (N OX
or XO, OXO, XX OXXO Configurations)
Z
Z
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards 1/9/2017
Florida Department of Business & Professional Regulation
Page 1 of 2
Product Approval Application Detail
Building Codes and Standards
1/9/2017
Florida Department of Business & Professional Regulation
Page 1 of I
W
FL#15279.R4
Building Codes and Standards
1/10/2017
Product Approval Application Detail
code
Entity o
Date Date
Date Pendina
Date
Product Approval Application Detail
Type yajj2
Manufacture
Contact Ena inaer & License Validated By
Validated Submitted
FBC Approval
Approved
Status,
FL#15217-R4
Revision 2014
Clopay Building Products Company
MarkWesterrield I ntertek Testing Services NA,
Gary Pfuehler 0611212015
03/19/2015
06/21/2015
Approved
FL#i1537-R6
Code
Entity o
Date Date
Date Pending
Date
Type Versio
manufacture
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status,
Category: Exterior Doors
SubCategory: Sectional Exterior Door Assemblies
(513) 770-6062 Inc. (513) 519-6566
rnwesteffield@clopay.com
Code
Entity o
Date Date
Date Pendina
Date
Revision 2014
MI Windows and Doors
Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE
06/30/2015 0612512015
07/06/2015
Gail 9/2015
Approved
Compliance Method: Certification Mark or Listing
T Versto
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Category'. Windom
(717) 365-3300 PE-62514 (717) 317-8454
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel ILL LLC Ted Berman, PE
07/21/2015 07/2112015
07/27/2015
Approved
Subcategory. Single Hung
bsitinger@miwd.com
FL#0279-114 Products
Category: Exterior Doors
(641) 423-1334 (305) 868-4707
Compliance Method: Evaluation Report from a
Subcategory: Exterior Door Components
nelson.kraschel@doorgro
Florida Registered Architect or a Licensed Florida
Quality Assurance
Approved for Use Approved
for Us
Impact
Design
Compliance Method: Certification Mark or Listing
up.com
Professional Engineer
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
37
037 W5-09 PAN-2F1 51: 84A, 94, 73, 75, 1500, 190, 76,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05121/2028
No
Yes
No
+30 PSF/-32
FL#1 1537-RG Products
FL#15217-R4 Products
76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B,
WNDCODE® W5 Garage Door
PSF
Quality Alsurance
Approved for Use Approved
for Use
Impact
Design
Quality Assure
ADDroved for Use Awroved
for
lmpact
Design
42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV,
ED5S,ED5SV
Sao #
Product Model, Number or Name
Product Descriation Contract Expiration Date
in HVHZ Outside HVHZ
Resistant
Pressure
sea #
Product Model, Number or Name
Product Description Contract Expiration Date
in HVH
Outside HVHZ
Resistan
Pressure
1
607, 707, 727, 747, and 847 Single and Pairs of Doors
Flush, Glazed, and Louvered single and pairs of 12131/2017
Yes
Yes
Yes
N/A
4
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017
No
Yes
No
N/A
hollow metal doors.
5
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017
No
Yes
No
N/A
53
053 W5-16 PAN-21`1 53: 84A, 94, 73, 75, 1500, 190, 4RST,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028
No
Yes
No
+30 PSF/-30
2
M, CM, and G Series Frames
Three sided and four sided single and pairs of 12/31/2017
Yes
Yes
Yes
N/A
7
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017
No
Yes
No
NIA
4RSF, BIRST, 6RSF, 48, 42, 55, 48B, 42B. 55S, GD5S,
Wde) WNDCODE 74; W5 Garage Door
PSF
frames. Tansom frames.
8
SERIES GA 195 ALUMINUM TRIPLE SH
SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017
No
Yes
No
N/A
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV
CONTINUOUS HEAD AND SILL 108)C72 NON
85
085 W6-09 PAN-21`1 53: 73, 75, 84A. 94, 42, 48, 42B, 48B,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" Wde) 05/21/2028
No
Yes
No
+38 PSF/42
9
SERIES GA 195 ALUMINUM TWIN SH
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI 1213112017
No
Yes
No
N/A
4RST, 6RST, GD5S, GR5S, AR5S, ED5S
WNDCODE® W6 Garage Door
PSF
CONTINUOUS HEAD AND SILL 88 118)C72
102
102 W6-1 6 PAN-2171 53: 73, 75, 84A, 94, 42, 48, 42B, 488,
Steel Pan (min. 25 ga.) Double -Car (9'2' to 187, 05/21/2028
No
Yes
No
+37 PSF/41
AIRST, 6RST, GD5S, GR5S, AR5S, ED5S
wide) WNDCODE 74; W6 Garage Door
PSF
Florida Department of Business & Professional Regulation
Page I of 3
Florida Department of Business & Professional Regulation
Page I of I
Building Codes and Standards
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page 1 of 1
0
Building Codes and Standards
1/9/2017
Product Approval Application Detail
FL#15278-R4
Product Approval Application Detail
FL#15288-R2
Code
Entity o
Date Date
Date Pend ina
Date
CIO
Code
Entity o
Date Date
Date Pend Ina
Date
Type Versio
Manufacturer
Contact Encilneer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
FL#15333-R2
Tvpe Versio
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Aoi)royal
Approved
zatu
Revision 2014
MI Windows and Doors
Brent Sibinger Luis Roberto Lomas Steven M, Urich, PE
09/0112015 08/31/2015
09/05/2015
10/16/2015
Approved
Affirmation 2014
MI Windows and Doors
Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE
04/30/2015 04130/2015
05/10/2015
Approved
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Code
TvDe Vers!
Manufacturer
Entity o
Contact Eno !near & License Validated By
Date Date
Validated Submitted
Date Pend Inc
FBC Approval
Date
Approved
Statu
Category., Windows
(717) 365-3300 PE-62514 C717) 317-8454
SubCategory: Fixed
Compliance Method: Evaluation Report from a
bsitinger@mivvd.com
Revision 2014
MI Windows and Doors
Brent Sitinger Luis Roberto Lomas Steven M. Urich, PE
06129/2015 06/1912015
07/05/2015
08/1912015
Approved
SubCategory: Horizontal Slider
bsitinger@mMd.com
Florida Registered Architect or a Licensed Florida
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Compliance Method: Evaluation Report from a
Professional Engineer
Subcategory: Mullions
bsitinger@miM.com
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15278-R4
Products
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FL#15288-R2 Products
Quality Assurance
Aoriroved for Use Approved
for Use
Impact
Desian
Professional Engineer
Quality Assurance
Approved for Use Approved
for Use
Impact
Desion
Seq 9
Product Model, Number or Name
Product Description Contract Expiration Date
in HVHZ Outside HVHZ
Resistant
Pressure
FL#15333-R2 Products
sea #
Product Model, Number or Name
Product Description Contract Expiration Date in HVKZ
Outside HVHZ
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4
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWNI96X48 FIN 12/3112017
No
Yes
No
N/A
1
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3112017
No
Yes
No
N/A
5
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN172X72 1213112017
FLANGE
No
Yes
No
N/A
Seg #
Product Model. Number or Name
Qualltv Assurance ApProved for Use Apiproved
Product Description Contract Expiration Date in HVHZ
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Impact
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2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
72X54
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1261/2017
No
Yes
No
N/A
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48 12/31/2017
No
Yes
No
NIA
7
1445,5347 AND 5547 VERTICAL MULLION
1445,5347 AND 5547 VERTICAL MULLION 12131/2017
No
Yes
Yes
N/A
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3
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72X54
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No
Yes
No
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8
FLANGE
SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017
PW NI 72X72 FIN
No
Yes
No
N/A
A-0
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SLIDER 108X48
SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017
No
Yes
No
N/A
9
SERIES GA 505 ALUMINUM PW
SERIES GA 505 ALUMINUM PWN172X72 FIN 12131/2017
No
Yes
No
N/A
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Florida Department of Business & Professional Regulation
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Florida Depement of Business & Professional Regulation
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Florida Department of Business & Professional Regulation
Pagel of 2
Clio
Building Codes and Standards
1/9/2017
Building Codes and Standards
119f2017
Building Codes and Standards
1/912017
(3)
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
2:%
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FL#13192-R4
FL#15272mR!
FL#5444-R10
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Date Date
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Code
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Manufacturer
Entity 0
Contact Engineer & License Validated By
Date Date
Validated Submitted
Date Pend Ina
FBC Avinoval
Date
Approved
Status
Revision 2014
James Hardie Building Products, Inc.
Pingsheng Zhu Ronald 1. Ogavva John Southard, P.E.
08/26/2015 08/17/2015
09/07/2015
10/1612015
Approved
Revision 2014
Alside
NickThompson Lyndon F. Schmidt, P.E. Ryan J, King, P.E.
02123/2015 02tl 912015
03/01/2015
04115/2015
Approved
Revision 2014
CertainTeed Corporation -Roofing
Mark Hamer Robert Nieminen John W. Knezevich, PE
12114/2016 12108/2016
12/15/2016
Pending
FBC Approval
Category: Panel Walls
(909) 349-2927 PE-24121 (352) 367-2526
Category: Panel Walls
(330) 922-2389 PE-43409 (813) 767-6555
Category: Roofing
(610) 651-5847 PE-59168 (954) 772-6224
SubCategory: Siding
pingsheng.zhu@jameshar
Subcategory: Soffits
nthompson@alside.com
SubCategory: Asphalt Shingles
markd.harner@saint-gob
Compliance Method: Evaluation Report from a
die.00m
Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
aln.com
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
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Professional Engineer
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FL#15272-RI Products
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Product Model. Number or Name
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Cemplank Lap Siding
fiber -cement lap siding 01/0112018
Yes
Yes
N/A
N/A
1
a. ",'2T" Soffit
Vent or Solid Vinyl Soffit 12131/2018
No
Yes
No
N/A
Seq #
Product Model. Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
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2
HardiePlank Lap Siding
fiber -cement lap siding 01/01/2018
Yes
Yes
N/A
N/A
2
b. ",AIIianceT4" Soffit
Vent or Solid Vinyl Soffit 1213112018
No
Yes
No
N/A
1
CertainTeed Asphalt Roofing Shingles
3-tab, 4-tab, strip (no -out -outs), laminated and 07/03/2017
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Yes
N/A
N/A
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Building Codes and Standards
1/9/2017
Florida Department of Business & Professional Regulation
Page I of 3
Florida Department of Business & Professional Regulation
Page 1 of 1
(3)
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Building Codes and Standards
1/9/2017
Building Codes and Standards
2/612017
Product Approval Application Detail
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Status
0
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Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ
Outside HVHIZ
Resistant
Pressure
Code
Entity or
Date Date Date Pend Ing
Date
Revision 2014
Thompson Architectural Metals Company, Inc.
Scott Brown James L. Buckner Steven M. Urich, PE
05101/2015 04/29/2015
05/10/2015
06/2312015
Approved
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No. 15 UL
Asphalt saturated organic felt 01107/2019
No
yes
N/A
N/A
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(813) 248-3456 PE-31242 (717) 317-8454
fivalidation@yahoo.com
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HomeGuard Building Products, Inc.
John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/0112017 01/25/2017
0210312017
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Compliance Method: Evaluation Report from a
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john.cheslak@hgwrap.co (604) 520-3321
Professional Engineer
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2014
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ALL
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1
1 - &quct; Flat Top Off Ridge Vent with Baffle for Tile"
Minimum 26 Gauge Steel, Nominal 4', 6', 12131/2019
No
Yes
No
N/A
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Product Model, Number or Name: ALL
Sea #
Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ Outside HVHZ
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Product Description: ALL
Approved for use in HVHZ: ALL
1
ToughSkin Synthetic Underlayments
ToughSkin 15, ToughSkjn 20, ToughSkin 25, 01/01/2018
No Yes
NIA
NIA
Wood Deck
ToughSkin 30, ToughSidn 50
2
2- "Round Top Off Ridge Vent with Baffle for
Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019
No
Yes
No
N/A
Approved for use
outside HVHZ: ALL
Impact Resistant: ALL
Tile".
8', or 10',' Wide Off Ridge Vent Attached to
Design Pressure: ALL
Date From: ALL
Wood Deck
Date To:
ALL
1
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019
No
Yes
No
N/A
for Shingles"
8', or 10',, Wide Off Ridge Vent Attached to
I
Wood Deck
Z
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Florida Department of Business & Professional Regulation
Page I at I
Florida Department of Business Professional Regulation
Page 1 of 1
Building Codes and Standards
1/10/2017
Florida Department of Business & Professional Regulation
Page 1 of I
W
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Building Codes and Standards
1/10/2017
Product Approval Application Detail
Product Approval Application Detail
FL#17202-Rl
FL#2075-R7
Code
Entity o
Date Date Date Pend Ing
Date
FL#16588-Ri
mi
Code
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Date Date
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Date
T Versio
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Contact Engineer& Licens Validated By
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Approved
Status
Revision 2014
Lomanco, Inc
AndrewCarter James L. Buckner, P.E_ Steven M. Urich, PE
0510112015 05/01/2015 05/1012015
06/2212015
Approved
Code
Entity o
Date Date
Date Pend ina
Date
Affirmation 2014
Florida Metal Products Inc,
Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL
—
02/27/2015 02/2712015
0310912015
Approved
Category: Roofing
(501) 982-6511 PE-31242 (717) 317-8454
TfvDe Versio
Manufacturer
Contact Enaineer & License Validated By
Validated Submitted
-
FBC Approval
Approved
Status
Category: Roofing
(904) 783-8400 (786) 315-2590
SubCategory: Roofing Accessories that are an
acarter@lomanco.com
Affirmation 2014
O'H2gin Manufacturing, LLC
Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE
06117/2015 0611712015
06/25/2015
Approved
Subcategory: Roofing Accessories that are an
clark@flamoo.com
Integral Part of the Roofing System
Category: Roofing
(707) 872-3620 (305) 868-4707
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Subcategory: Roofing Accessories that are an
gdaniels@ohagin.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Integral Part of the Roofing System
Product Evaluation Entity
Professional Engineer
Compliance Method: Certification Mark or Listing
FL#2075-R7 Products
FL#17202-Rl Products
FL#16588-RI Products
Quality Assurance
Approved for Use Approved for Use
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Pressure
1
RV1 0
Date
HVHZ
Pressure
I
Deck -Air- DA-4
Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019
No Yes
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+97.5/-97.5
1
0'Hagin's Cloaked Vent Tile
Attic Ventilation Product for tile roofing applications 04104/2018
�._S_
Yes
N/A
N/A
RVIO ALUMINUM RIDGE VENT bi/3i=18
Yes
Yes
N/A
N/A
Mechanically Attached to Plywood Deck.
2
OmniRidge® PRO Vent PR04-N
Molded Plastic, Roof Ridge Vent Mechanically 07/1012019
No Yes
No
+N/A/-1 65
Attached to OSB or Plywood Deck.
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards
1/9/2017
Product Approval Application Detail
FL#15076-R3
C.
Florida Department of Business & Professional Regulation
Page 1 of 3
Building Codes and Standards
1/942017
Code
Entity o
Date Date Date Pend Ina
Date
TVDe Versio
Manufacturer
Contact Engineer & License Validated By
Validated Submitted FBC Approval
Approved
Status
0
Product Approval Application Detail
Revision 2014
Global Protection Products, LLC.
Tim Robinson Walter A. Tillit Jr.. P.E. John W. Knezevich. PE
05/06t2015 04/24/2015 05/11/2015
06123/2015
Approv;d
Florida Department of Business & Professional Regulation
Page I of 1
Category: Shutters
(954) 689-7545 PE-44167 (954) 772-6224
Building Codes and Standards
119t2017
Subcategory: Storm Panels
tim.robinson@gppent.com
FL#7849-R9
Compliance Method: Evaluation Report from a
Product Approval Application Detail
Florida Registered Architect or a Licensed Florida
Code
Entity o
Date Date
Date Pend ft
Date
Professional Engineer
Type Versio
Manufacturer.
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
FL#15088wRl
Revision 2014
Boral Roofing I MonierLifetile
Thomas Jernmelt ICC Evaluation Service. LILC Gary W. Walker
09/10/2015 08/25/2015
09/20/2015
Approved
FL#1 5076=113 Products
Category: Roofing
(602) 269-2288 (205) 854-0160
Quality Assurance
Approved for Use Approved for use
Impact
Design
Code
Entity o
Date Date
Date Pendinci
Date
Subcategory: Roofing Tiles
thomas.jemmett@boral.co
Sea #
Product Model. Number or Name
Product Description Contract Exviration Date
in HVHZ Outside HVHZ
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Pressure
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Status
Compliance Method: Evaluation Report from a
m
1
20 Gage Galvanized Steel Storm Panels/HVHZ
Corrugated Galvanized Steel Storm Panels retained 1213112017
Yes Yes
Yes
N/A
Revision 2014
Global Protection Products, LLC.
Tim Robinson Walter A Tillit Jr., P. E. John W. Knezevich, PE
04/2712015 04124/2015
05/03/2015
06/23/2015
Approved
Product Evaluation Entity
or not by tracks to provide hurricane protection.
Category: Shutters
(954) 689-7545 PE-44167 (954) 772-6224
FL#7849-RS Products
2
24 Gage Galvanized Steel Storm Panels/NHVHZ
Corrugated Galvanized Steel Storm Panels retained 12/31/2017
No Yes
Yes
N/A
SubCategory: Fabric Storm Panel
tim.robinson@gppent.com
or not by tracks to provide hurricane protection.
Compliance Method: Evaluation Report from a
Quality Assurance
Approved for Use Approved
for Use
Impact
Desian
Florida Registered Architect or a Licensed Florida
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
FL#150713�R4
Professional Engineer
13
Saxony 700 - Shake, Slate & Split Shake
Flat Profile - Stockton 12/3112018
No
Yes
N/A
N/A
Code
Entity o
2ALe Date Date Pending
Date
FL#15088-Ri Products
14
Saxony 900 - Country Slate, Shake & Slate
Flay Profile - Henderson 12131/2018
No
Yes
N/A
N/A
TVDe Versio
Manufacture
Contact Enaineer & License Validated By
Validated Submitted FBC Approval
Approved
Status
Quality Assurance
Approved for Use Aporoved
for Use
Imoact
Design
15
Saxony 900 - Country Slate, Shake, Slate & Split
Flat Profile - Lake Wales 12/3112018
No
Yes
N/A
N/A
Revision 2014
Global Protection Products, LLC.
Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE
12121/2016 120/2016
Validated
Seq #
Product M-odef, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
Shake
Category: Shutters
(954) 689-7545 PE-44167 (954) 772-6224
1
GPP FABRIC SHUTTER -SERIES 2000
Coated Polyethylene Fabric Panels retained by tracks 12/31/2017
No
Yes
Yes
N/A
16
Saxony 900 - Hartford Slate, Split Old English Thatch,
Flat Profile - Stockton 12/31/2018
No
Yes
N/A
N/A
Subcategory: Storm Panels
tim.robinson@gppent.com
or direct mounted to provide hurricane protection.
24
Shake, Slate, Country Slate
Villa 900
Medium Profile - Lake Wales 12/31/2018
No
Yes
N/A
NIA
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
25
Villa 900
Medium Profile - Denver 12/31/2018
No
Yes
NIA
NIA
Professional Engineer
26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes N/A N/A
F L#1 5076-R4 Products
Quality Assurance
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Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
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Yes Yes
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2
24 Gage Galvanized Steel Storm Panels/NHVHZ
Corrugated Galvanized Steel Storm Panels retained 12/31/2017
or not by tracks to provide hurricane protection.
No Yes
Yes
N/A
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Florida Department of Business & Professional Regulation
Page 1 of 1
0
Building Codes and Standards
119r2017
L_
Product Approval Application Detail
Florida Department of Business Professional Regulation
Page 1 of 2
Florida Department of Business & Professional Regulation
Page 1 of 1
0-
Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
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FL#12856-R5
Product Approval Application Detail
Product Approval Application Detail
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Date Pend inn
Date
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Tvi)e Versio
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Contact Engineer & Licans Validated By
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FL#17869-RO
FL#1999-R5
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Revision 2014
Town and Country Industries,
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO,
04/29/2015 04/28/2015
05/0412015
06/2212015
Approved
Category: Shutters
Subcategory: Storm Panels
(954) 493-8551 PE-0046549 P.E.
tomj@tc-alum.com (305) 510-8531
Code
TvDe Versio
Manufacturer
Entity o
Contac Enalneer & License Validated By
Date Date Date Pendina
Validated Submitted FBC Approval
Date
Approved
status
Code
TVI)e Versio
Manufacture
Entity o
Conte Enaineer & Licens Validated By
Date Date
Validated Submitted
Date Pending
FBC Aporoval
Date
Approved
Status
<
Compliance Method: Evaluation Report from a
New 2014
All American Shutters and Glass
Mike Barbieri Frank L. Bennardo, RE Jorge A, Pomerantz, P.E.
07/03/2015 0710312015 07/10/2015
08/18/2015
Approved
Revision 2014
ITW Building Components Group Inc. Paslode
Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE
03/2512015 03120/2015
03/2912015
Approved
Florida Registered Architect or a Licensed Florida
Category: Shutters
(561) 712-9882 PE-0046549 (954) 394-8521
Category: Structural Components
(847) 918-6473 (407) 681-1917
Professional Engineer
Subcategory'. Storm Panels
mikeb@allamericanshutte
Subcategory: Truss Plates
sleWs@alpine�w.com
FL#12856-R5 Products
Compliance Method: Evaluation Report from a
rs.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Product Evaluation Entity
Quality Assurance
Aporoved for Use Approved
for Use
Impact
Design
Professional Engineer
FL#1999-R5 Products
ICU
Sea #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
1
0,050" Aluminum Storm Panel
0.050", Aluminum Storm Panelwith Optional 12/31/2018
No
yes
Yes
N/A
FL#17869-RO Products
Quality Assurancq
Approved for Use Approved
for Use
Impact
Design
Clear Panels
Quality Assurance
Approved for Use Approved for Use
Im pact
Design
Seq #
Product Model, Number or Name
Product Deschrition Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
2
"Safety Edge" Storm Panels
"Safety Edge" Storm Panels, 28ga 12f3l/201 8
No
Yes
Yes
+54/-54
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HV`HZ
Resistant
Pressure
I
ITW BCG Higher Strength (H & S)
Metal Connector Plate 12/31/2020
Yes
Yes
NIA
N/A
(0.018"&quoQ Steel, 0.022" Alum (Pert
1
22ga, 24ga Steel Panels
22ga, 24ga Steel Storm Panels 12/31/2017
No Yes
Yes
NIA
2
TW BCG Hinge Plate
Metal Connector Plate 12131/2020
yes
Yes
NIA
N/A
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and Non -Pert), Clear Polycarb (Full and Han
3
ITW BCG Trulox
Metal Connector Plate 12131/2020
Yes
Yes
N/A
N/A
Z
3
24ga Steel Storm Panel
24ga (0.0232") Steel Storm Panel with Optional 12/31/2018
No
Yes
Yes
+100/-100
4
ITW BCG Wave
Metal Connector Plate 12/31/2020
Yes
Yes
N/A
N/A
Clear Panels
Z
4
Aluminum Hinged Storm Panel
.050&quat; Aluminum Non -Porous Hinged Storm l2t3l/2018
Yes
Yes
Yes
N/A
Panel
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NO.
PA 1.2
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FL#2197-R5
Code
lype Versio
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Revision 2014
MiTek Industries, Inc.
Category: Structural Components
Subcategory: Truss Plates
Compliance Method: Evaluation Report from a
Product Evaluation Entity
F02197-115 Products
Seq #
Product Model, Number or Name
I
M18SHS
2
Mil 16
3
MT18HS
4
MT20
5
MT20HS
FL#1630-RB
Code
Type Versio
Manufacture
Revision 2014
Weyerhaeuser
Category- Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1630-R8 Products,
secl #
Product Model, Number or Name
1
TJI 110
2
TJ1210
3
TJ1230
4
TJ1360
5
TJ1560
6
TJI/560D
FL#1774-R4
Code
Type Verslo
Manufacture
Revision 2014
Commercial Concrete Products,inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
NewTechnobgy
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1774-R4 Products
sea #
Product Model, Number or Name
1
Quality Precast or Commercial Concrete Products
FL#5259-R26
Code
TVI)e Version Manufacture
Revision 2014 POLYGLASS USA
Category: Roofing
Subcategory: Underlayment
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5219-R3 Products
Sea # Product Model, Number or Name
1 Polyglass Roof Underlaymeents
Search Criteria
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Entity or Date Date Date Pending Date
Contact
Enalneer & License Validated By Validated Submitted FBC Approval Aporoved
status
David Wert
ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/1112015 07/05/2015
Approved
(314) 851-7480
LLC.
dwert@mii.com
(205) 599-9800
Quality Assurance Approved
for Use
Approved for Use
Impact
Deslan
Product Description
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
18 ga. super high strength truss connector plate
12131/2017
Yes
Yes
NIA
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
NIA
20 ga. truss connector plate
12/31/2017
Yes
Yes
N/A
N/A
20 ga. high strength truss connector plate
12/3112017
Yes
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9/2017
Entity or Date Date Date Pendina Date
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
JImAnderson ICC Evaluation Service, LLC James A. Rothman, P. E. 07/0612015 05/1212015 07/30/2015 Approved
(253) 924-4084 (608) 839-1344
jlm.anderson2@�weyerhae
user.com
Quality Assurance
Approved for Use
Approved for Use
Impact
Desion
Product Description
Contract Expiration Date
In HVHZ
Outside HVHIZ
Resistant
Pressure
Prefabricated Wood kjoist
0313112017
No
Yes
NIA
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03131/2017
No
Yes
NIA
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity o
Contact Engineer & License
Robert Gillis TH UY H. HUYNH
(813) 659-3707 PE-60122
precastgator@yahoo.com
Product Description
Precast and Prestressed Concrete Lintels
Validated By
Florida Engineering
Solutions
(352) 588-5311
Page 1 of 1
1/9/2017
Date Date Date Pend Ing Date
Validated Submitted FBC Aporoval Approved Status
07/03/2015 06/24/2015 08/2012015 08/2612015 Approved
Quality Assurance Approved for Use Approved for Use Impact Design
Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure
05/2512024 No Yes N/A N/A
Florida Department of Business& Professional Regulation
Page 1 of I
Building Codes and Standards
8/16/2017
Product Approval Application Detail
Entity or Date Date Date Pendina Date
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved
Status
James Akins Robert Nieminen John W. Knezev lch, PE 03/22f2017 03/13/2017 03122t2017 06/13t2017
Approved
(570) 384-1230 PE-59166 (954) 772-6224
lakins@polyglass.com
Quality Assurance Approved for Use Aporoved for Use Impac Design
Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure
Roofing underialyments 04/24/2018 No Yes N/A +N/A/-622.5
Code Version:
2014
FLA
ALL
Application Type:
ALL
Product Manufacturer:
POLYGLASS USA
Category:
Roofing
Subcategory:
Underlayments
Application Status:
ALL
Compliance Method:
Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for use in HVHZ:
Yes
Approved for use outside HVHZ:
No
Impact Resistant:
ALL
Design Pressure:
ALL
Date From:
ALL
Date To:
ALL
FL#1644-R4
Code
Type Versio Manufacture
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
F L#1 W-R4 Products
seq # Product Model, Number or Name
1 Versa -Lam
Search Criteria
FL#8527-RS
Code
Type 1��
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#6527-R6 Products
Product Model. Number or Name
1
!Level Rim Board
2
fAcrollarn LVL
3
Parallam PSL
4
TimberStrand LSL
FL#6527-R7
Code
IYDI Vers!
Manufacturer
Revision 2014
Weyerhaeuser
Category: Structural Components
SubCategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#6527-R7 Products
sea #
Product Model, Number or Nam
1
Microllam LVL
2
Parallam PSL
3
TimberStrand LSL
4
TJ Rim Board
5
Weyerhaeuser Rim Board
FL#5450-R5
Code
Type Versio Manufacturer
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#5M-R5 Products
secl # Product Model, Number or Name
1 PSbox8LT, PSbox8LT(5-5/8)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/942017
Entity o Date Date Date Pending Date
Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05127/2015 05/06/2015 06/02/2015 Approved
(541) 826-0200 Wood Association
roberttaylor@bc.com (253) 620-7467
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date in HVHIZ Outside HVHZ Resistant Pressure
Laminated Veneer Lumber OltOl/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
1/9/2017
Entity o Date Date Date Pendina 22Le
Contact - Engineer & License Validated By Validated Submitted FOC Approval Approved Status,
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E. 07/06/2015 05/12/2015 07130/2015 Approved
(253) 924-4084 (608) 839-1344
jim.anderson2@weyerhae
user.com
QualityAssuranc
Approved for U Approved
for Use
Impact
Design
Product Description
Contract Exoiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
Structural Composite Lumber or Oriented Strand
03/31/2017
No
Yes
NIA
N/A
board Rim Board
Laminated Veneer Lumber
03/31/2017
No
Yes
NIA
N/A
Parallel Strand Lumber
03/31/2Dl 7
No
Yes
NIA
NIA
Laminated Strand Lumber
03/31/2Dl 7
No
Yes
N/A
N/A
EntitV o
Date Date
Date Pendina
Date
Contact Engineer & License
Validated By
Validated Submitted
FBC Approval
Approved
Status
Jim Anderson ICC Evaluation Service, ILLC James A. Rothman, P, E.
10/31/2016 10125/2016
11/05/2016
Approved
(253) 924-4084
(608) 839-1344
jim.anderson2@vveyerhae
user.corn
Quality Assurance
Approved for Us
AoDroved for Us
Impact
Design
Product Descriation
Contract Exi3iratlon Date
in HVHZ
Outside HVHZ
Resistant
Pressure
Laminated Veneer Lumber
03/31/2017
No
Yes
N/A
NfA
Parallel Strand Lumber
03/31/2017
No
Yes
NIA
NIA
Laminated Strand Lumber
03/31/2017
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
03/31/2017
No
Yes
N/A
NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity 0
Contact, Engineer & License
williarn powers Steven W. Schaub
(602) 437-1160 PE-60509
bill@pov�erssteet.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.
Validated By
SAMUEL A.
GREENBERG, RE,
(813) 645-0166
Page I of I
1/9f2017
Date Date Date Pend Ing Date
Validated Submitted FBC Aw)royal Approved Status
03/26/2015 03/23f2015 03/30/2015 06123/2015 Approv;d
Quality Assurance Approved for Use Approved for Use Impact Design
Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu
01127/2017 No Yes N/A NIA
FLA1645�R4
Code
Type 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 Name
I
AJS Joists
FL#158-R7
Code
Type Versio
Manufacture
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
SubCategory: Products Introduced as a Result of
New-rechnology
Compliance Method: Certification Mark or Listing
FL#158-R? Products
S_ #
Product Model, Number or Name
1
High Strength Concrete Lintels
FL#158-R8
Code
Twe Versio
Manufacturer
Revision 2014
CAST-CRETE USA, Inc,
Category: Structural Components
SubCategory: Products Introduced as a Result of
NewTechnology
Compliance Method: Certification Mark or Listing
FL#158R8 Products
S- #
Product Model, Number or Name
1
High Strength Concrete Lintels
FL#l1383.R4
Code
Type JEEM12 Manufacturer
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#11383-R4 ProduM
Sea # 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 I
1/9/2017
Entity o Data Date Date Pending Date
Contac Eno ineer & License Validated By Valld[ated Submitted FBC Approval Aonroved Status
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/0212015 App'roved
(541) 826-0200 Wood Association
roberttaylor@bc.com (253) 620-7467
Quality Assurance Approved for Use Approved for Use Impact Desion
Product Description Contract Expiration D in HVHZ Outside HVHZ Resistant Pressure
Wood ",l" Joists 01/01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards 1/9/2017
Product Approval Application Detail
Entity o Date Date Date Pendina Date
Contact Engineer & License Validated By Validated Submitted F5C Approval Avproved Status
Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03116/2015 02124/2015 03/18/2015 Approved
(813) 621-4641 (786) 315-2590
cparrino@castcrete.com
Quality Assurance Approved for Use Approved for Use lin pact Deslan
Product Description Contract Expiration Date in HVHIZ Outside HVHZ Resistant Pressure
4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A NIA
Entity o Date Date Pate Pending Date
Contact Engineer & License Valigated By Validated Submitted FBC Approval Approved Status
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved
(813) 621-4641 (786) 315-2590
cparrino@castorete.com
Quality Assurance Approved for Us Approved for Use Impa Desion
Product Description Contract Expiration Date in HV`HZ Outside HVHIZ Resistant Pressure
4, 6, 8, and 12 inch wide fintels 05/21/2017 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity o
Contact
Encilneer & License
williarn powers
Steven Schaub
(602) 437-1160
PE-60509
bill@powerssteel.com
Product Description
Powers Steel Lintels are field assembled consisting
of preformed steel lintels combined with brick or
concrete masonry units, grout, and steel reinforcing
bars.
Validated By
SAMUEL A.
GREENBERG, P.E,
(813) W-01 66
Pagel of 1
1/9/2017
Date Date Date Pending Date
Validated Submitted FBC Approval AoDroved Status
03/26/2015 03123/2015 03/3012015 06/22t2015 Approved
Quality Assurance ADDroved 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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