HomeMy WebLinkAbout36101 Stable Wilk Ave0
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
�7 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 F.P. Fireplace P.T. Pressure Treated
Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room L WP WATERPROOFING DETAILS
A/C Air -Conditioner Ft. Footif Feet Rad. Radius
ADJ. Adjustable Ftg� Footing Ref. Refrigerator PA1.0 RODUCT APPROVAL NUMBERS
A.F.F. Above Finished Floor
A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.1 PRODUCT APPROVAL NUMBERS
ALT. Alternate GaIv. Galvanized Rm. Room PA1.2 PRODUCTAPPROVALNUMBERS
B.A. Base Cabinet G.C. General Contractor Rnd. Round
BF Bifold Door G.F.I. Ground Fault Interrupter RIS Rod and Shelf PA1.3 PRODUCTAPPROVALNUMBERS
Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector
Bm. Beam Hdr. Header S.F. Square Ft. r r
Bot. Bottom Hgt. Height Sh. Shelves
B.P. Bypass door HB Hose Bibb SHT Sheet
BRG. Bearing
Cir. Circle Int. Interior S.L. Side Lights
C D lZ a D; C;
Cig. Ceiling KNall Kneewall Flu�v "V I
Ci Control Joint K.S. Knee Space Sq, Square
Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine
Comm. Community Lay. Lavatory TB Towel Bar
Comp. Compressor L.F. Linear Ft. Temp. Tempered E
C.T. CeramicTile LL Lintel Length Thik'n. Thicken
D. Dryer LT. Laundry Tub T.O.B. Top of Block
DB Door Bell Mas. Masonry T.O.M. Top of Masonry
Dec. Decorative T.O.P. Top of Plate
Ded. Dedicated Outlet Max Maximum
Dbl. Double M.C. Medicine Cabinet TR TOWEL RING
Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER
Disp. Disposal Micro. Microwave Trans. Transom Window
Dist. Distance Min Minimum Typ- Typical
D.S. Drawer Stack M.L. Microlam UX. Under Counter
D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting
D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise
Ea. Each N.T.S. Not to Scale V. Shower Valves
E.W. Each Way VB Vanity Base
Elec. Electrical Opn'g. Opening Vert. Vertical
Elev. Elevation Opt� Optional V.L. Versalam
Ext. Exterior PC. Piece VTR Vent through Roof
Exp. Expansion Ped. Pedestal w Washer
FBC Florida Building Code PH PHONE W/ With
Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet
F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor
Fir. Floor Pit. HI. Plate Height Wd Wood
Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof
Fir Sys Floor System PSF Pounds per square foot
REVISIONS
08-20-15 1.00 NEW BASE PLAN
OP Y, Zk
12-08-15 2.0 FRAME-WAL REVISIONS kl '-4, �-C �10 C, 4,/;P,
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MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
2575 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 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 2.0
SHEET NO.
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PATIO
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CARPET
BUILDER TO PROVIDE
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FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
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 AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25j
S.H.
13
20 X 381
18JX371
S.H.
14
20 X 50 1
18 j X 50
S.H.
15
20 X 63
18 j X 62 j
S.H.
16
20 X 72
18JX71 j
S.H.
j 32
27 114 X 26
26 X 25 j
S.H.
J33
27 1/4 X 38 j
N/A
S.H.
j 34
271X501
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J33
N/A
26 x 37 1
S.H.
j 34
N/A
26 x 50
S.H.
J35
271X63
26 X 62 1/2
S.H.
J36
271X72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S,H.
23
37JX381
36 1 X 37 3/4
S.H.
24
37JX501
36 j X 50
S.H.
25
37JX63
36 j X 62 1/2
S.H.
26
37JX72
36 j X 71 112
S.H.
DOUBLE 2
WIDE
75" TALL
73 j WIDE
S.H.
32
54 X 26
52JX25i
S.H.
33
54 X 381
52 JX 37 j
S.H.
34
54 X 501
52 JX 50
S.H.
35
54 X 63
52JX62i
S.H.
36
54 X 72
52JX71 j
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 Opening/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 1 3/8" In thickness, solid or honeycomb -core steel
doors not less than 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area,
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
a ove t e t res o o t e acces . eparate a arms 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
SEE SN SHEET rH SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY'ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 111311
1ST FLOOR LIVING AREA 1093
2ND FLOOR LIVING AREA 1489
LIVING TOTAL 2582
GARAGE 427
FRONT ENTRY 35
TOTALAREA 3044
INSULATION REQ.
LOCATION
R-VALIJE / TYPE
EXT CONIC WALL
ME MotIH PERM
EXT FRAME 2 x 4
R-1 1 /R- 13 KRAFT FA��_ED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
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belief, the structural plans and specifications contained
withi n 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.
1.0
GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED
(GARAGE / LIVING)
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HEADER SCHEDULE
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REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W1 1/2"
FLITCH PLATE
<e>(2)
- 13/4" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVIL 2.OE Fb=2950
(2) - 13/4' X 16"
LVI_ 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2'. Follow Q/S4. See Plan for
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 AND
REQUIRED STUDS
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-011
2x4
Syp #2
16" O.C.
SPF #2
91-011
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 I OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18 JX 25 j
S.H.
13
20 X 38J
18JX 37 j
S.H.
14
501
18JX 50
S.H.
15
20X63
18JX62j
S.H.
16
20 X 72
18 j X 71 j
S.H.
J32
27 1/4 X 26
26X25J
S.H.
J33
27 1/4 X 38
N/A
S.H.
3134
27 j X 50 1
N/A
S.H.
J33
N/A
26 x 37
S.H.
J34
N/A
26 x 50
S.H.
J35
27JX63
26 X 62 1/2
S.H.
J36
27 j X 72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S.H.
23
37JX38j
36 j X 37 314
S.H.
24
37 j X 50 j
36JX50
S.H.
25
37 j X 63
36 j X 62 1/2
S.H.
26
371X72
36 j X 711/2
S.H.
DOUBLE 2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52JX25j
S.H.
33
54 X 381
52JX 37 j
S.H.
34
54 X 501
52JX 50
S.H.
35
54 X 63
52 j X 62 1
S.H.
36
54 X 72
52 j X 71 j
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 Opening/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Atfics - 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
AJI 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
. stalled a min. of 18" above flr. per FBCR G2408.2. Except where
app ances a are s as amma e vapor gni ion sis n .
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
MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALL LEGEND
TYP. 2x FRAME WALL
BEARINGWALL
INTERIOR BEARING WALLS NOTED"FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 111311
1 ST 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- 13 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
jR-11/R-13 KRAFTFACED
(GARAGE / LIVINi
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DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEET NO.
STANDARD (3) 2x12
STRINGERS w/ SIMPSON
A35/USP MP34 CLIP TO FLOOR
SYSTEM OR LANDING FRAMING
(2) 2x HDR. REQ'D @ END OF
LANDING FOR STRINGERS
TO CONNECT TO
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
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OWNER'S BATH
KITCHEN ISLAND
SCALE: N.T.S.
9'-0" MAX LANDING LENGTH
2X8 #2 SYP JOISTS @ LANDING
@ 16" O.C. wl SIMPSON A35
CLIP OR LUS26 HANGER TO
LEDGER
2x12 HDR. w/ (3) 2x STUDS AT
EA. END FOR BEARING
STANDARD (3) 2X12
STRINGERS W/ SIMPSON A35
CLIP TO HDR.
1x TREADS (TYP.)--\-,
CONT.
HANDRAIL
GENERAL LANDING FRAMING INFO.
9
L=
KITCHEN
THRUST BLOCK SECURED TO
SLAB w/ 1/4"X3 1/2" TAPCONS
@ 16" O.C.
PLYWOOD @
LANDING
BATH 2
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO - 10
SHEET NO.
2.0
STAIR CALCUTIONS:
TOTAL RISE = W-0 3/4"
(116) RISERS AT 7 9/16"
10" TREADS w/ 1"NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
Residential section R311.7
Riser height:
The maximum riser height shall be 73/4". The greatest riser height within any
flight of stairs shall not exceed the smallest by more than �3/8".
to conform to
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
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 %".
Nosings.
The radius of the nosing shall be no greater that %16"- Solid riser nosings shall
not be less than 1/4" but not more than 1Y4". The greatest nosing projection shall
not exceed the smallest by more than Y2". 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 then 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 1/2" gyp. k
STAIR SECTION
SCALE: 1/2"=V-0"
KITCHEN
8-541
KITCHEN ISLAND
SCALE: N.T.S.
9'-0" MAX LANDING LENGTH
2X8 #2 SYP JOISTS @ LANDING
@ 16" O.C. wl SIMPSON A35
CLIP OR LUS26 HANGER TO
LEDGER
2x12 HDR. w/ (3) 2x STUDS AT
EA. END FOR BEARING
STANDARD (3) 2X12
STRINGERS W/ SIMPSON A35
CLIP TO HDR.
1x TREADS (TYP.)--\-,
CONT.
HANDRAIL
GENERAL LANDING FRAMING INFO.
9
L=
KITCHEN
THRUST BLOCK SECURED TO
SLAB w/ 1/4"X3 1/2" TAPCONS
@ 16" O.C.
PLYWOOD @
LANDING
BATH 2
2x8 LEDGER #2 SYP w/
(3) 16d NAILS TO STUD
@ 16" O.C.
U')
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO - 10
SHEET NO.
2.0
STAIR CALCUTIONS:
TOTAL RISE = W-0 3/4"
(116) RISERS AT 7 9/16"
10" TREADS w/ 1"NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0"
Residential section R311.7
Riser height:
The maximum riser height shall be 73/4". The greatest riser height within any
flight of stairs shall not exceed the smallest by more than �3/8".
to conform to
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
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 %".
Nosings.
The radius of the nosing shall be no greater that %16"- Solid riser nosings shall
not be less than 1/4" but not more than 1Y4". The greatest nosing projection shall
not exceed the smallest by more than Y2". 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 then 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 1/2" gyp. k
STAIR SECTION
SCALE: 1/2"=V-0"
KITCHEN
8-541
8-541
NOTE:
• FIN. TO HAVE TRADITIONAL
LOOK & SMOOTH FINISH
• FOAM/ EPS MATERIAL IS
ACCEPTED
1/2"THICK
W
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FRONT ELEVATION - B
SCALE: 1/4"=V-0"
LEFT ELEVATION - B
SCALE: 1/4"=V-0"
T.O.P.
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2nd FIN.
FLR.
T.O.M.
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General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
.G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTIM C
926 and ASTM C 1063.
R703.6.1 Loth.
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.
_J
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residenfial 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 11300 provided that at least 40%
but no more then 50% of the required ventilation is provided in the upper portion ol
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 save or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN
(Values to be verified with Manufacturer Specifications)
RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
* LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft of Deck -Air Needed)
e O'HAGIN (Tile Roof)l - 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
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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: M3AMES
VERSION No' 10
SHEET NO.
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HDR HGT - — — — — — — — —
F.FL . . . . . . . . .
REAR ELEVATION - B
SCALE: 1/4"=V-0"
RIGHT ELEVATION - B
SCALE: 1/4"=V-0"
General Notes
ROOF CRITERIA:
* 12" OVERHANG U.N.O.
* PLUMB CUT FASCIA ROOF
* PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering wl 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 then 50% of the required ventilation is provided in the upper portion
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 verffied with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT.
*If riot enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -AIR (Shingle Roo� - 9 SQ. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (I-Inear Ft. of Deck-AIr Needed)
• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT
**Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed
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To the best of the Engine nation, and
belief, the structural plans and specifications contained
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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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TECH: MIAMES
VERSION NO' 10
SHEEr NO.
3.2
i;. �m E-1-0-aR, —11, -1.11 1 A A .11 , 1 11 1 1 1 — .1 1 1
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
CENTER
#15 copper to lights & outlets
NEMA 1
200 AMP #12 copperto 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
MAIN A-L
or 4/0 SER Alu
0
200 amp
150 amp ===1F210
Disconn
POWER CO. FEED
_Inset
INTERSYSTEM
4 Bare Cu Ground
BONDING
*4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
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
I 0=�
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DUPLEX CONVENIENCE OUTLET
I Z±�,
PEPP
DUPLEX OUTLET ABOVE COUNTER
�I@W.P.
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
THREE-WAY SWITCH
?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
MQ
ELECTRIC DOOR OPERATOR (OPTIONAL)
PH]
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMCKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60- A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
1>
ROUGH -IN FOR OPT. CEILING FAN
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CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</
OPT. CEILING FAN
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HOOD PER SPECS
VERIFY METER
LOCATION WITH
BUILDER H.B.
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FI FI: V
VERIFY LOCATION IRRIGATION
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OPT. ELECTRICAL PANEL — — — — — — — — — — — —
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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
SHEEr NO.
4.0
I
ELECTRICAL SPECIFICATION
NO -TES:
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
CENTER
015 copper to lights & outlets
NEMA 1
200 AMP #12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
MAIN
0
2/0 or 4/0 SER Alu
200 amp
150 amp
Isconnect
POWER CO. FEED
_It
INTERSYSTEM
4 Bare Cu Ground
BONDING
[;P
#4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC,
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
S. 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 GFC1 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
Lj=� .
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
PE5w.P.
WEATHERPROOF DUPLEX OUTLET
OG.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
N�--
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6.
_�)4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
W—W
EXHAUST FANILIGHT COMBINATION
mr)
ELECTRIC DOOR OPERATOR (OPTIONAL)
RCH
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
1/\ 1>
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
RECEPT.
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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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ATTIC VENTILATION CALCULATIONS - B
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
(No Upper Ventilators
1/300 Rule
Ridge
Vent Amt
Off -Ridge
Req.)
(Must Provide Upper Ventilators)
(Ft.)
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Total
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ATTIC
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SQ. FT.
Total SQ.
SQ. FT.
SO. IN. of
by Upper
SO. IN. of of vented
IN. Of
of
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SQ. IN. of
SQ. IN. of
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ventilation Soffit
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by upper
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needed
required
needed
ventilators
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0.000000
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Upper
9
2.000000
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1472
210
736
53
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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 6th 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 AS'VENTED", NO FIRE PROTECTION WILL BE REQUIRED.
...............
VENTED SOFFIT
VENTED SOFFIT
19 SQ. FT.
ZONE-1
ATTIC SPACE
35 SQ. FT.
VENTED SOFFIT 29 SQ. FT.
SCALE: J/4"=V-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 0
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 window1door 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 wood4rame construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 80. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ, FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -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)
• 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
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: IVIJAIVIES
VERSION No' 10
SHEET NO.
5.0
E:
C
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431-0"
TYP @ 2 STORY H.B.
t
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
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
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SCALE: 1 1/2"=V-0"
. . . . . . . . . . . . . . . . . . .
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IF-t 71 k� R HORIZ. REBAR, TYP.
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STEPS AS K;ITCEHESLAND
REQUIRED PER LOW WALLS I CHASE SCALE: 1 1/2"=V-0"
FIELD TO
CONDITIONS ISLAND
3-1/2" MIN 1000 PSI CONC.
PROVIDE 1 Y2" SLAB FOR HERNANDO
RECESSFOR COUNTY ONLY
SGD REFER TO 3-1/2" MIN 2500 PSI CONC
9
zo 03 1/2" 1 1 , MASO'N'S SLOPE SLAB OVER 6 MIL BUILDER TO PROVIDE 2 STORY
LO FOR WIDTH VISQUEEN VAPOR
BARRIER 'D APPLIANCE PROTECTION (2) #5 REBAR
WHEN REQUIRED PER FBC VERTICALS w/ in (2) #5'S
FILLED CELL
TYP @ 2 STORY L
PROVIDE Y2" x 9" 2'-6" x Z-16" x 1 '-0'
-3 1/2" . *�,
RECESS FOR FRT. DOOR T_ A SLOPE, W/ (3) #5'S E.W.
A 0'-0" TOP OF CONC.1 PAVER TO BE 4' 1*7�
BELOW FIN. FLR. \, �3
U(2) #5'S
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S-1 13-441" ...... IF,
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FOR A/C
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rj PSI CONC. GROUT FROM FT. To TYP @ 2 STORY
BEAM W/ (1) #5 REBAR VERT
ABOVE SLAB TYP @ ALL PLACES
LO
SHOWN HOOKED FTG. DOWELS 5"
EMBED W/ 25" EXT. ABOVE SLAB
"GRADE 40 STEEL"
HVAC CHASE
0101,
BASED ON
LOCATION
64" 16-21" X
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5'-4" � 2'-21j' 1, 2'-
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SCALE: Y4"= V-0"
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature an sea .
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TECH: MIAMES
VERSION No' 10
SHEET NO.
6.0
U
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A/
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UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 112"
G
H10A
1340
1015
18 - 10d x 1 1/2"
RT16A
1380
116
1 1/2% 8-1 Od
H
HT74
3610
3105
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HTT4
2715
5/8"ANCH. 1(20) 1 0dx1 -1/2
i
HTT5
4350
3740
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HTT5
3225
518" ANCH. 1(28) 1 0dx1 -1 /2
K
HD3B*
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
2345
—
12 - 5/8- DIA. BOLTS
L
HD5B*
4505
3785
5/8"ANCH. 3/4" STUD BOLTS
TDX6
5320
—
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
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"
0
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
1 1195
1005
14-1 Od x 1-1 /2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW16
1 1195
1005
1 14-1 Old x 1-1 /2"
T
MTS20
1000
860
14 - 10d x 1 1/2"
MTW20
1 1195
1005
114-1 Od x 1-1 /2"
U
MGT/MUGT
3140
3140
22 - 1 Od X (1) 5/8" ATR W/ 5" EMBED W1 SIMPSON "S T' EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 114" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)10d NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
"XI
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
1 685
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 ARENS
DROP HIP
DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(B)
EI)
OR 2 PLY
CARRIER
=r
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-)
'FASTEN EACH B) TRUSS WES TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128'x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
+
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48- OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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
'15�55
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
1 2 PL RIE
INTERSECTIONS. SPLICING
2 x NT LDG
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE V-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.
STRUCTURAL
SHEATHING (SEE TB13
FOR NAILING INFO.) —
2x CONT. W1 (2)-12d
NAILS @ EA. TRUSS-
2x4 CONT. RIBBON W1
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END
8d NAILS @ 24" O.C.
TO BLOCKING —
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
*SEE PLAN
T
TRUSS BRG.
\—CONNECTOR AT
EACH TRUSS,
SEE PLAN
LINTEL
SEE PLAN
SHEATHING
CANT. FLOOR TRUSS CONN-.
SCALE: 3/4" = V-0"
SCALE: Y4"=1'-O" 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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SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEET NO.
7.0
ILOCKING
IY
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8-8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
1400
1400
110 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
-HTA20-18
1
G
H10A
1340
1015
18 - 10d x 1 1/2"
RT16A
1380
1160
19-1 Old X 1 1/2-& 8-1 Od
H
HTT4
3610
3105
5/8"ANCH./(18) 10dx1-1Q
HTT4
2715
5/8" ANCH. /(20) 10dxl-1/2
i
HTT5
1 4350
—
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTTS
3225
5/8' ANCH, 1( 8) 1 Odxl-1/2
K
HD3B -
1 3130
3050
5/8" DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
L
HD58 *
4505
5/8"ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD713 *
6645
5650
718"ANCH. 3W1 STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
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 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 10d x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 10d x 1 1/211
MTW20
1 1195
1005
14-10d x 1-1/2"
U
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3140
3140
22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SE-r-
EPDXY
V
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2150
1850
(16)16d SINKERS &
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TITENS
LUGT2
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1810
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(5) 1/4" x 3" EDGE
BOLTS
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1450
1245
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HTW20
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1285
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Spi
585
535
10 - 10d
SPT22
685
8 - 10d
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1065
605
12 - 10d
SPT24
1030
12 - 10d
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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 RECI'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 ARENS & 24"
OC FOR CARPET ARENS
DROP HIP
DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
+
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(B)
B)
(A)
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CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
(B
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
H—
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT, STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE As DEFINED
<j1
FOR HIP PLANING TRUSSES. RI
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
"i
,OR 2 '1111E
INTERSECTIONS.
SPLICING
/ 2
x croVY'LNMER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-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.
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DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
SHEET NO.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed LA 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 should be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical 16-a—d Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY I
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MATERIALS
77Fc_p_r_e_cai = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 1 V slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7132 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
2x8 #2 SYP STUDS @ 8" O.C. W/ (2)
USP MSTAM36 STRAPS EACH STUD
((1) STRAPS EACH SIDE) CENTERED
W/ (13) 10d NAILS & (8) Y4" TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16" O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
W/ Y2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting.
Refer to manufacturer's specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel planidetails for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitluos coating. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
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-[1---8" KNOCKOUT COURSE
W/ (1) #5 CONT.
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SCALE: 1" = V-0"
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belief, the structural plans and specifications contained
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Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION No' 10
SHEEIF NO.
8.0
N
I
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-CCIR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z971
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 JALCUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR,
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES 12 INCHES (914 1 MM 51 IMM) 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:
1. 1. 1.
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
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 5rrMS 402-11 & ACI 530.1 -11, ASCE 61TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ad, (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
t 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.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 1OPSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (A -MC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014),
AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I"= 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
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 DIL + FLOOR LL + WIL
TOTAL DL + WIL
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-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED
)/2.
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-07
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-11 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-1-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ks!
C-1-P GROUT
3,000 Psi
3,122 Ksi
4,2.2.
CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN IT'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 $HALL 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.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARINGWALLS 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 W1 TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R706.6.1
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0. 131", 1 Od = 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.
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'SBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.& MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEELERECTOR.
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 PROIADED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION
133%
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION =
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FRC R318.1- "A permanent S n which identifies the termite treatment provider
and need for re -inspection a 1Xreatment 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. Inigation/s '
grilder sgstems includin
all risers and
-0" of the building side wall.
spray hea s shall n t be installed w hin 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 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R318. 1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FIRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FRC R318.1.3 - Boxed areas in concrete floors for 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 dilutipri. If rqin�ll occurs b6fore vapor retarder placement,
retreatment is require .
9. FRC R318.1.5 - �gn,?rete over our ind mortar along the foundation perimeter
e rp
c
must remove a ore exter or soi treatment.
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0` of the structure sidewalls.
11. FRC R318.1.6 - An exteripir vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical baiAer is applied, shall be retreated,
12. FIRC R318.1 - All buildings are required to have pre -construction treatment.
13. FIRC R318.1 - A certificate of compliance must be issued to the building department
b i licensed pest control company before a certificate of occupancy will be issued.
TUcertificate, 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 6-101"
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: 513 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 I ONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 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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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
SHEET NO.
SN
CORNER OF
HOME
GARAGE SIDE
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
+ 4� . . . . . . . . . . . . . . . . . . . . . . +
............. N ...............
Zo ............... F +.
+ 4 . . . . . . . . . ... . . . . . . . . . . . .. . .
+ + +
+ +
+ + !-0-- (TYP.) + +
6'-0" +/ + + 61-0"
+ +
+ 4 . . . . + +
- +
+ + + 4 + + + + + +
_,",TYP`
+ + +
LU + + + +
J + - + + 15/32" CDX
in + + +
+ + + + +
+ + + + PLYWOOD OR
I I 1 1 7/16" OSB
+ + . . . . + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F +
+ 4 . . . . + + + . . . . . . . . . . .
+ + + /++ ++ + . . . . . . .. +
�'--RIDGE LINE
140 MPH (UR) 3 SECOND GUST EXPOSURE "C" WIND ZONE
140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" 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
'GUN NAILS MAY BE USED
FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL
NOTE:
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 NAJLING PATTERN.
Backer and Filler Block Dimensions
BC10JOist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1-7
wood panels
Two 3/4" wood panels or 2 x
1 -1 /8" or two 1/2"
6000S 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2 x _ + 5/8" or 3/4" wood panel
902.0
2 x - lumber
Double 2 x - lumber
DOUBLE JOIST CONSTRUCTION
(Not required If both loaded equally from above)
Filler blocking
1/8"gap
NIt
FILL CELL
STD. 900 HOOK F BOND BEAM
.........
LU
... .........
t
STD. 90'
F
CONT. #5
CONT. #5 HOOK
BAR
BAR
;��
A
#5 CONT.
.....................
FROM
FOUNDATION
TO HIGHEST
-------- I
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIORIEXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D PLYWOOD FLOOR
COLUMN AND SHEATHING PER PLAN
CONNECTION__,,�
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid bil ck all posts from
STUDS
above to bearing below.
INT. BRIG. WALL
SECTIONU
N.T.S.
1/8" min.
Small gap 2" min.
2" max.
" max.
O'D
Solid block all IDOStS from
Clinch nails
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.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min.
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max.
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Yj'GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pif max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls over squash=20 blocks and
wall or beam below.*
require additional
consideration. Check
local building
k
L'
0
w
EL-70
code for appropriate
details in One 1 Od box
areas=20 of high or--20 sinler
lateral load. nail each side
101-011 at bearing.
TANK -LESS W/H
H C G
000
51-011
STUB -OUT FOR 9
1-011 9 [0
GAS METER 0 0
C14 1
0
MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4- @ 16" O.C.
T.5"
(2) 16d TOENAILS
2" X 6' @ 16" O�C.
1 U-811
(2) 16d TOENAILS
2" X 8" @ 16- O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12- @ 16" O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6'-1-
(2) 16d TOENAILS
211 X 6" @ 24" O.C.
81-61f
(2) 16d TOENAILS
2" X 8" @ 24' O.C.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-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
Squash block
(2x4 minimum)--/
Bearing wall, Versa -Lam LVL or
Glularn Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I ka'A"(1f1rill nAil.q;A A" n r-_
Q�� Provide adequate bearing
for each lapped joist.
Od nails
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
Web Stiffemer Fastener Schedule
Joist B an ocation
Series Depth End Intermediate
B Cl 5000s"
9-112"
11-7/8"
2-8d-
2-8d
2-8d
3-8d
5-8d
BCI 6000so
BCl 6500SP
9-1/2"
11 -7/8"
2-8d
2-8d
2-8d
I - 8_ I
14"
2-8d
I 5-8d
—
16"
2-8d
6-8d
BCl 60e
11-7/8"
2-8d
3-8d
14-
2-8d
5-8d
16"
2-8d
6-8d
BCI 90sQ9
11-7/8"
3-16d
3-16d
14"
5-16d
-5-16d
16"
6-16d
6-16d
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pff max. along bearing wall
Required on interior walls: - for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
'oc
Whe
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
L
3" max
JOISTS OFFSET
N.T.S.
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration,
N
M-T
"
A ROUND HOLE MAY DO NOT CUT HOLES
6" 6"
EVER LA
6' BE CUT ANYWHERE IN
7=
CANTIL RGER THAN
THE WEB. PROVIDE AT ROUND IN
I
LEAST 3"OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
2
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y
Arry 16'joist
12
1 1--g-
I T-11"
I 11'-Z'
I 1�-Z'
1 V-3-
11'-9'
1 2�4'
12-11"1
3-7-
14-2'
1 4-9-
1 6-4- 1
16
-V-0"
I' -I"
I,-Z.
T-21.
f-7.
2-6.
3-21
3-101,
4-91
6-71
6-41
T-171
20
1!-U.
I,-r
3-a'
14-9:
W-10"
19-11"
6-11"
17'-11"
8'-11"
24
T-9'
11�4'
T-Z'I
11�-3"
12-6'
3-7
14-9
6-16'.
Tz.
9-41
"1
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. 1Y2"ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE lj/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.
Joist hanger
U
M
THF
5/811
BOL
RTRUSS
OP PLATE
I.0
TYPICAL USP MUGT15 TO
BUILT—UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
AIN. EMBEDMENT
SCHEDULEFOR
AND QUANTITY
)IFFASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) 11-11 1:_-:11 I I
Nail with 10- 1 Od nails.
nstall tight to top flange.
4
'7.,�-
SLEEVE THRU STEM
SEE PLAN FOR
4
4 -40 .4'
T. 7 FOUNDATION INFO 4'
STEM FOUNDATION
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap ---
AV _"A�
-1
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4%2" gap at top of bottom 114"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
re'
dc
4h
r
requirements
-0 ,
6 X Joist
D depth
I —JOISTS BUCKETS
N.T.S.
GRADE
—
r-REINF. SEE PLAN
(2) #5 REBAR
A/C CHASE 4
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
:3
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
UPLIFT 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
PIPE VERTICAL THRU FND.
C OR SCH40 SLEEVE
PV
sx
CENETERED @ PIP
PLUMBING LINE
PENETRATIO
/F
L
A
A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
A
4 4-1
..:1
�d A
SEE FND. PLN.
SIZE & REINF.
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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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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION N
0' 10
SHEET NO.
SN 1
1� A 1 111 I'l 1 1. 1 1 1 ii li&,, 7r7T—_1I_ii EF 11 1 M..
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
21!7PTYP') VARIES
.)
� ��� /ZZ-11"
INSULA TION LE
5/8" OR 1/2" HIGH ----
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X"@ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS 17- O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-J
NAILER
STD. 90-HOOK (SEE DETAIL
2x #2 SPF STUDS -
@ 16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. :5 8'-6". (2)
ROWS 2x BLOCKING @ 3rd FITS
FOR WALL HGT, > 8'-6".
1/2' GYP. WB (MIN.) I GARAGE SIDE IF
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
16" MAX FROM END OF 2 x PLATE E
(1) LAYER TYPE 11 (#30) 1 ffo I - %.ji a - 6 x 6 W1.4 x W1.4
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
PITCH >412
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT 9
I>
I % r %%JUr' rI 1 Vn 1+: 14 VI"N Lr-00
AIR
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
- URRICANE ANCHOR @ EACH
;USS
(SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
TYPICAL INTERIOR BEARING
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
WALL WOUT UPLIFT
(*GG
NAILING SCHEDULE ON SHT.
SN1
SEE TYP. WALL SECTION SCALE: 314"=1'-0"
�
ELEV. VARIESAi__�
FOR ADDITIONAL SLAB �S3
I
INFORMATION.
�--ALUMINUM DRIP
iiii_!DGE
ALUMINUM FASCIA
L2x SUB FASCIA
5/8"OR 1/2" HIGH STRENGTH ` '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH -
(U.N.O.) (OR %" GYP. TYPE "i @ W/ 2-16d TOE NAILS I EACH END (U.N.O.) (OR V GYP. TYPE 7" @
GARAGE W/A HABITABLE ROOM
ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)
TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE
Wx&i 6" NOMINAL BLOCK WITH TOP PLATE
3/8" MORTAR BETWEEN COURSES USP SPT24
CONNECTOR x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24
1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
SHEATHING REaD. FOR ALL ,�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13".
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6- O.C. @
MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
F SLAB & BLOCK 5/8"' x 1 0""J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8110 x 10" "1 BOLT @ 24" O.C. W/ -
2"x3/16" PLATE WASHER (TYP.) 2"*0/16" PLATE WASHER (TYP.)
(ALT: 1/2"xl 2" TITEN HD @ 24"
Cn (ALT: 1/2"x1l 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
:IF I ELEV. 0'-0" AK O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10'WEDGE ANCHOR
A.F.F. " O.C.) @ 24" O.C.)
@ 24 WWF OR FIBERMESH
0
4
3 1/2" MIN.
ELEV. 4 3 1/2"
4
2x4 CONT
CONT-
4
1 4 4
A. F. �F�o
U_
4
GARAGE DEPTH VARIES
1714
;0
1/2"(min.).-
gg lj.=�2-L
I_' AMI 1
F= I
WWI'
(2) #5 CONT 4"
81:
U.N.O.
MIN.
GARAGE SLAB AT STEP
rB
TYPICAL BEARING WALL @ STEP
(ED SHEARWA
"SHEAR WALL"
SCALE: 3/4"=V-0"
SCALE: 3/4"=V-0" S3
1/2"OR 7116" OSB MIN. PLYWOOD SHEATHING -
NAILED W1 8d COMMON NAILS @ 4" O/C
2x S.P.F. STUDS 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
EE SOFFIT 4 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
SHEET LOAD BEARING OR - - -) MAIA10 rNIT ') 01 nt-VIKIr_'
C
S3
;0
3 1/2" MIN.
1/2"(min.)- 4"
(2) #5 CONT. 1 4T 11-11 1-'4111 IF I
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
SCALE: 3/4"=V-0"
MASONRY WALL AND--- > 1.1
PAD FOOTING
8"MASONRYWALL EXTEND FILL CELLS
T PAD
CONT. FOOTING STEEL MAT REINFORCING.
GRADE
.4
4 11110
LU 10 11
z LU
LU
Z5a. LU
LU CD LU 0 !10 0, z
0 in
LL /,6.. - 4
oOOTING
�= 2
BEYOND
PAD REINFORCEMENTJ_ 1 3" MIN . CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL rN
SCALE: N.T.S. '\,,13�_
(1) ROW 2x BLOCKING @ MID HGT.
8"16" KN' EXTERIOR WALL 81, C M U k ; A �W_ 2x STUDS @ 16" 1 NOTE: FOR WALL HGT. 15 V-16". (2)
OCK-OUT THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd FITS
BLOCK W1 1#5 CONT. 1 "x P. T.' S`T U D SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
2
I
FILLED SOLID W/GROUT SEE CC/S3 OR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE
04 LAYERS W/ TOTAL THICKNESS 7/8" OVER
U
8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE.
BOLT INFO. rl 5/8"- EXPANSION BOLT @24 " O.C.
5/8"1 "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (a) K.O. BLOCK
(IF NO UP LIFT 03N @ 24" O.C. VERT. OR /,_IJSP SPT22 @ EA. STUD 2x P.T. PLATE W1 7 EMBEDMENT (MIN. SHEAR
5/8" x 6" EPDXY BOLT OR D�
"S" MORTAR WALL SEE GG/S3) if It MIN. 2500 PSI CONCRETE SLAB W/ COArIli Ali D /-3500#, MIN. TENSION 2600#)
FINISH
1 x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
(1) #5 VERT. IN FILL
U.N.O.
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
v)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/-NOTE:EXTEND
W11AXW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
00
Cl)
6 MIL VAPOR
BARRIER
4
C14
COMP. SOIL..
(COMPACTED 95%
MODIFIED FIR TOR
f IY4
ASTM D 1557)
3" MIN.
CLR.
(2) #5 REBAR CONT._/
ON 3" CHAIRS TYP.
4"1
V-4"
STD. 90 HOOK (SEE
U.N.O. I
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0i"
�3
15(w
NO
(6)1/4 x3 1/4 TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] E
6 x 6 W1.4 x W1.4 WWF OR #5 REINFORCING X
*USP SPT22 TYP. SPACED EVENLY BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
FIBERMESH BAR
c1q WEEP SCREED INSTALLED X to END OF 2" x PLATE WWF OR FIBERMESH
----2x P.T. PLATE
PER MANUF. X
ASSUMED FINISHED N"`-#3 OR #4 REINFORCING BAR X
GRADE 40 MIN. ll 40ksi
X a.
[GRADE 60 MIN. Fr- 61 co
00 X I>
FINISH GRADE
�GRADE #3 & #4 LAP SPLICE
MONO OR STEMWALL Cf) 25- MIN. LAP [30- MIN. LAP] W=
x I
X I I
FOOTING MONO SHOWN 2 - 6 �1 r I -[I - I- \ .. I I /Imil
00 A X 'I W
U)
6 MIL VAPOR BARRIER
FOR CLARITY
R 17/8"
F-1 I 1=1 I IEI I H� ----#5 REINFORCING BAR
CN
#5 LAP SPLICE (2) #5 CONT.
NOTE: MIN. LAP] ON 3" CHAI �S
36" MIN. LAP [36
*FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.)
101,
W/ UPLIFT ONLY r=j�W-IrmWI-rF 95% MODIFIED PROCTOR ASTM
_�'-#113 REINFORCING BAR #5 STD. 90 HOOK
D 1557) 111zy, X.,
''M
E I I=" ,
4" V-411
I �=_.,Ll rF, LI I rl I I— I r III TYPICAL INTERIOR BEARING
L�=,,j =1 III - #6 LAP SPLICE WALL W/ UPLIFT
FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rG
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
31/2" WWF OR FIBERMESH
in.) 4"---,
A
.0. r I 1 1-1 1 1-1 1 ixx3rrTx'2 7171=1 I III I 1� I rK
SCALE: 3/4"=V-0" S3
GRADE
I 11 1=14 -I-4LIT-F�1
#5 REBAR w/ OPT.
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1"-0" S3
OPT: DEPRESS SLAB 5Y2" DEEP
A ND 6" BEYOND DOOR TO
RECEIVE PAVERS/ DRIVEWAY
BLOCK WALL BEYOND
BLOCK WALL BEYOND
CONCRETE SLAB
EXPANSION JOINT
PAVERS�
14" O.H.D. RECESS
-
1311
-O.H.D. RECESS
1. A:
M
0?
E-1
4 .401
F
SEEA/S30RJ/S6-` -1=71 lllii�lll 11 1 1-
SEE A/S3 OR J/S6
L
IT�3"MIN. CLEARANCE
IT _L
L rl ��M
FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO.
1',4" (1 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY)
1-18" (2 STOR) V-81" (2 STORY)
GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS ri
SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=1'4'
VARIES
SEE PLAN 11/2" RECESS FOR 6 x 6 W1 .4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH !Z�I
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SEE PLAN FO x
TOP OF BEAM "i & LAYOUT DESIGN
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COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO.
(1) 9 OtIuCrNil III C: OPTION #1
1/2" GYP. BD. § -d-11 I I
P.T. 2x _j SLAB INFORMATION.
HOLD GYP. BD. ::� W
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1/2" FROM SLAB SLAB STEP & RECESS (cD S.G.D. ��M
01.011 CONT. BEAD SEALANT SEE FLOOR PLAN FOR
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SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
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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: MIAMES
VERSION NO 10
SHEET NO.
S3
(MONO)
TRIM PER PLAN
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
0
TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
2-16d TOE NAILS I EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20
WHEN TRUSS ALIGNED WITH STUD BELOW
-2"x S.P.F. (OR EQUAL) STUDS 116" O.C.
U.N.O.
ROW 2x BLOCKING @ MID HGT. FOR
WALL HGT. < V-13". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > V-6".
--4NSULATION PER CHART ON FLOOR PLAN
-USP SPT22 CONNECTOR
x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WW`F OR FIBERMESH
Zi I MUU I 11i 1_,VLi WI-t
& BASE CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS AT 8"
O.C.
12
(TYP) SEE ELEV.
I 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 / W WALL BEYOND FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE
CONNECTION -------2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP EVENLY
PLATE —
HEADER FLUSH TO OUTSIDE OPTION
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
2
4'
t 0 BLOCKING
T
--(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/(1) 10d @ 8"
1A1111
IVARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
---SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE) KNOCK -OUT —
BLOCK W/ (1
MHRI PWA _=: .10
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
+ POINT EVERY OTHER
S
+ STUD W1 (3) 1 Od NAI
PLATE W1 (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W1
STD. 90AHOOK 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
BLOCKING (TYP.) \—ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
Z SEE PLAN FOR FOOTING _"11�
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
VENT OR 2ND FLOOR
1/2" MINIMUM CEMENT FINISH
TYPICAL C.M.U. WALL
STANDARD 3" DIA. TEE
3/4" FURRING STRIPS
THREADED 3" DIA. EXTENSION
1/2" GYPSUM BOARD
SCREW OFF CAP (3- DIA.)
W/ DRYWALL SCREWS
FOR CLEAN -OUT
@ 8" O.C. OR 4d
MIN. EXTENSION FROM
DRYWALL NAILS
EXTERIOR FACE OF BLOCK
WALL IS 11/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
DRAIN
WALL CLEAN -OUT rA
SCALE: N.T.S.
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
STD. 9d'HOOK-/8,
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-O"WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W1 (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
IF
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
@ OPENINGS LESS THAN OR EQUAL TO 6-0- IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
SCRAP MATERIAL BLOCK WALL ABOVE.
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FMOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
\ GARAGE DOOR TRACK
SCALE: N.T.S.
POURED CONCRETE BASE FOR BOTTOM OF MOUNTI�NGB
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 75181, 8-1 7 518" 8"
A v I 1 1 7.
SOLID AREAS ARE 2 — SOLID AREAS ARE
STEEL AND GROUT STEEL AND GROUT
INTERIOR F1 FULL 8x8xl 6 BLOCK
WALL
Ct DOOR OPENING DOOR OPENING DOOR OPENING --r.
EXTERIOR—/
WALL
Ell A
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T.S. � �4
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
BOTTOM CHORD OR 2x4
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
rTRUSS
BCLOCKING W/ 2-16d TOE NAILS
NOT TRANSFER LOAD.
a EACH END
WALL
UJI
0
DOOR STOP
MOLDING
—2 0
2x TOP PLATE
co
GARAG
2-16d NAILS @ 24" O.C. OR
DOOR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2 x 6 P.T.
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PL.ATE
FEQUAL @ 12" O.C.
SEE A/S3 FOR
STAGGERED FROM BOT.
DOOR TRACK
PLATE TO CONCRETE
REINF. INFO.
MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL �j
TYPICAL GARAGE DOOR BUCK
SCALE: N.T.S. �4
SCALE: N.T.S. � �4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
')It v A" WALL
^ "
2"x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
(1)
(2)
(1)
(2)
(1) USP LSTA30
(2)
(3)
(2)
(2)
(1) USP LSTA30
(3)
(4)
(2)
(4)
(2) USP LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FL OR PLAN NOTES FOR
REQUIRED CONNECTION
0
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
2x CRIPPLES @
RE ER HEADER
16" O.C. W1 (2) 12d
TOENAILS T/B
USP SPT4 w/ (6)
1 Od x 1 Y2" @ 24"
\_(2)
O.C.
2x HEADER SEE PLAN
"'—INTERIOR
1 Od NAILS @ 8"
HEADER
O/C TYP.
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS.
DOUBLE 2x
EXTERIOR HEADERS
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
"I
TYPICAL (U.N.O.)
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/S�
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIF1
P.T. BOT. PLATE
WALL HEADER DETAIL K* Q
SCALE: N . T.S. � �4
FFWill','W 14 SPT241
ki LF U
STUDS @ " 0 r
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
4
USP
P.T.
ATE
12
_z(!yTYP.) SEE ELEV.
P 7.)
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W1 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" BL CKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
r=
USP HTA20 @ EA. STUD
MOISTURE BARRIER
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL--,--------
W/ STD. 90* HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY
MAIN SPAN
ROOF TRUSS
UPLIFT CONNECTOR
(SEE SCHEDULE)
WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP SPLICE
2 ROWS 1 Od @ 3" O.C. (14
NAILS TOTAL) EA. SIDE OF
-f,&. SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL ` Q,_1 -1
EXTERIOR STUDS
W/ (A) 16d TOENAILS
TO76PPLATE
NOTE:
ST BE BOTTOM SPLIC
PLATE LENGTHS MUS OVER STUD
AT LEAST 4'-0" LONG, TYPICAL
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. �4
F= 2240 LBS
USP
USP SPT4� SPT241 SP SPT4
— � : , i
2X TOP PLATE
--r—, \-X\ OVERLAPPING
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
/RECESS
-LINTEL
USP
SPT241
-NAILED INTO
TRANSOM
FRAMING
USP_
SPT22
LISP
SPT4
< 2X8 P.T. BOTTOM
PLATE
5/8"x10J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOFTRUSSABOVE
/_ 2X BLOCKING
INTO
---(2) 16d TOE NAILS
TRANSOM
1 Od NAILS @ 6"
EA, BLOCKING
FRAMING
STAGGERED
2X8 WALL ABOVE
ENTRY
SP SPT22
K.O. BLOCK W/(1)
SP SPT4 USP SPT4
BOLTS @ 24" O.C.
#5 CONT. &
AX
FILLED
7
5/8"X1 0" J-BOLTS
T-
2X P.T. PLATE
@ 2'-0" O.C.
MASONRY WALL
2X8 P.T. BOTTOM PrE'_�
5/8"x10" "J" BOLT @ 24"O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
--USP SPT4
1 Od NAILS @ 41, 10d NAILS @ 6"O.C.
STAGGERED A
STAGGERED
TRANSOM FRAMING
0 0
BEYOND.
E- LPLYWOOD
/—PLYWOOD FASTENED TO TRUSSES lo SHEATHING
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O/C BOUNDARIES 6" O/C EDGES L
& 8" O/C FIELD
—PLYWOOD
I SHEATHING
MASONRY --
I -BOLTS @ 24" O.C.
WALL BELOW — 0-o 5/8"X10" J
SPT4
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seaL
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DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
SHEET NO.
S4
SP HGAM 10 W/ (4)-
14"x1-3/4" WEDGE
OLTS & (4) SDS 1/4"
1 1/2" SCREWS
SEE STRUCTURAL NOTES AND -�
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOPCHORD— —
BLOCKINGFOR�_ X.
FIRST FOUR
ROWSOF
TRUSSES @
EDGESOF
2x4 CROSS BRACE
SHEATHING APPROX. 8" FROM
TYPICAL @ RIDGE FASTENED AT
48" O.C. EACH JOINT W/ (3) 1 Od
MAX. & (2)1 Od TOE NAILS @
EA. END @ 48" O.C.
rR
TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS
2"x4" OUTLOOKER NAILING SCHEDULE FOR �
@ 24" O.C. SHEATHING DETAIL USP RT 16 OR EQUAL @
7 EA. OUTLOOKER 2'x4l'
7 L OKER
x @ 24" O.C.
45* t
24" MAX.
TOP CORD BLOCKING 45*t
x 2X4 CONT"L" BRACE
\-USP RT16 OR
FOR FIRST FOUR
FASTENED W1 (2) 10d
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24" O/C. CMID
OUTLOOKER
EDGES OF
HEIGHT
"L" BRACE TO EXTEND
SHEATHING TYP. 2X4 KICKER
X
EXTEND @ LEAST 90% OF
AT LEAST 90% OF WEB
@ V-13" O/C.
2x4CROSSBRACE
WEB LENGTH & NOTCH @
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
LE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
USP RT3A WITH 8-8d
7/16" OSI3 SHEATHING
7/
FA
& (2)1 Od TOE NAILS @
K,\. x
FROM LEDGER TP
ATTACHED W/ 10d
EA. END
BLOCKING
NAILS @ 6" O.C. EDGES
GYP -RUM WALLBOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
10dX3" @ 3" O/C
THROUGH CHORD
INTO 2"x6" P.T. PLATE
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CORD ATTACHED W/ (2) 16-d TOENAILS
2"X4" LEDGER (MATCH BOTTOM CHORD
7/16" OSB SHEATHING
ATTACHED W/ 10d NAILS
@ 6- O.C. EDGES AND 12"
2X4 "T" ON TOP OF PANEL BLOCKING,
WEEP SCREED
A. ..
SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD
X
FASTEN WITH 10dx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
. I
2"x6" P.T. SILL NOTCH 1" BRACE HERE
@ 48" O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.0 WEEP SCREED
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
USP HTA20 OR EQ. @ 6-10" O.C, TYPICAL. INSTALLED PER MANUF.
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
USP HTA20 EA TRUSS
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0"
�P@ 0 MOISTURE BARRIER
@
,
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
VERT. WEB (24- O/C MAX.)
Wn-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
NOTE: IF EMBEDDED TAPCONS.
STRAP MISSED VERTICAL SECTION SECTION
WEB; USE
SCALE: N.T.S.
MSTAM36 ON OUTSIDE SCALE: N.T.S.
REFER TO DETAIL J
SEE STRUCTURAL —
ON SHEET S5 FOR
NOTES AND NAILING
X-BRACING, AND TOP SCHEDULE FOR
CHORD BLOCKING
INFORMATION 00 ;o SHEATHING DETAIL
1A 2 2"X4" CROSS BRACE
WOOD TRUSSES
;0 00 APPROX. 8" FROM
RIDGE FASTENED AT
2x4 RAT RUN BRACING EACH JOINT W/ (2)
AT 24" O.C. ON TOP OF 10d & (2) 10d TOE
BOTT. CHORD FOR 4 NAILS @ EA. END
TRUSS SPANS
ATTACHED W/ 2 - 16d 2X4 PANEL BLOCKING
AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W1 (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 &
NOTES: BOTTOM ATTACHED
TOENAILS @ EA. END
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)
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARING LOCATION
D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8�
IN , �5
ADDITIONAL INFORMATION.
SCALE: N.T.S.
2"X4" OUTLOOKER @ 24-
O.C. W/ (2) 10d PER JOINT
IINIMUM 2x
:ROSS BRACING PRE-ENGINEERED
3EE PLAN FOR WOOD TRUSSES
OCATIONS) 1 Odx3" O/C @
_/ 1 2'X4�'
TOENAIL 6" O/C RUNNERS
W/ (2) 16d TYPICAL
(2) 16d PER
NAILS
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL rj__�
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
SS
1" BRACE W/ 1 Od @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
85
S5
.4
11 �11 1. t
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
SCALE: N.T.S.
8d @ 6"O/C
WOOD TRUSSES
USP HGAM10 W/(4)-3/16-x1-3/4-
WEDGE BOLTS & (4) SDS 1/4" x 1
1/2" SCREWS
—BACKNAIL W/ (2) 2x4 OUTLOOKER
@ 24- O/C
TOPCORD
BLOCKING FOR
USP RT16 OR
FIRST FOUR ROWS
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
24" MAX. EDGESOF
SHEATHING TYP.
BRACE TO EXTEND
rl"
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
ABL TR SS
/;1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
t
ATTACHED W/ 10d NAILS
1
@ 6" O.C. EDGES AND 12"
O.C. FIELD
(2) 16d NAILS
'70N TOP OF PANEL
If2X4
BLOCKING, FASTEN WITH
1 0dx311 @ 411 O/C
USP HGA10 @ 36
O.C.
DBL. TOP
STUD WALL
PLATE
(SEE TYP. SEC.)
USP SPT24 @ EACH
STUD
SECTION
4�
SCALE: N.T.S.
�5
2 x 4 BLOCKING W/(2) 10d
TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 1 Od x 3" @
\EACH CONN. @ 24" O/C
-MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
RCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP, WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1"BRACE
(1) 2"X4" (U.N.O.)
1" BRACE
2"X6" (U.N.O�)
1" BRACE
2411
0-0" - T-O"
T-01' - 6-0"
6-0" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4' O/C.
3) SEE 6/S5 FOR MORE INFO.
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SEE STRUCTURAL----\
NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR
SHEATHING DETAIL 2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
ELEVATIONS)
SEE STRUCTURAL-
TOP CORD BLOCkING
USP RT1 6 OR EQUAL @
AND AILING
FOR FIRST FOUR ROWS
24" MAX.
EA. OUTLOOKER
SCHEDULE FOR
OF TRUSSES @ EDGES
SHEATHING DETAIL
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
X-811
APPROX. 8" FROM
LISP
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
SPT4 @ E
EACH JOINT W/ (2) 1 Od & (2)
EACH JOINT W/ (2)
STUD
10d TOE NAILS @ EA. END
10d & (2) 10d TOE
2X6 FRAMED WALL - SEE
NAILS @ EA. END
WALL SE CTION FOR SPACING
2x4 PANEL BLOCKING
112" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
/_OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6- O.C. EDGES
TRUSSES FROM EA.
- -1
!I
I
v-;:
AND 12" O.C. FIELD
END TYP. TOP &
I N I
!==j 1
DQI 1 1
�,
N-1-
(2) 16d NAILS
BOTTOM ATTACHED
CKING W/ (2) 1
-d TOENAILS
2X4 PANEL BLO 2X4 BLOCKING
O.C. FOR THE FIRST (4) ROWS
OF TRUSSES FROM EA. END 2X4 "T" ON TOP OF PANEL
TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH
W/ (2) 16-d TOENAILS 1 0dx3" @ 4" O/C
2X4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
SCALE: N.T.S.
BACKNAIL W/ (2) 2X4 OUTLOOKER
F
16d NAILS @ 24" O/C
TOP CORD
_F BLOCKING FOR
USP RT4 6R
USP RT16'6R
FIRST FOUR ROWS
EQUAL @ EA.
QUA EA
E L@
OF TRUSSES @
OUTLOOKER
OUTLOOKER
24" MAX. EDGES OF
SHEATHING TYP.
1" BRACE TO EXTEND
rAT LEAST 90% OF WEB
LENGTH (SEE TABLE)
ABL TRUSS
1/2" CDX PLYWOOD OR 7/16"
OSI3 SHEATHING ATTACHED
(2) 16d NAILS W/ 1 Od NAILS @ 6" O.C.
O.C. FIELD
JACK TRUSS
//,---SEE PLAN FOR
2x4'7 ON TOP OF PANEL--/
BLOCKING, FASTEN WITH L 2X4 BLOCKING W1 FF7
1 Odx3" @ 4" O/C (2)12d TOENAILS
7 1
SECTION 69
SCALE: N.T.S.
�5
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
1" BRACE W1 10d @ 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
HIP FRAMING REFERENCE PLAN
z
LU
a.
20'-0" MAX
"V 13RACE SEE DET_ J/S5
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL r5
SCALE: N.T.S.
2x4 'T'BLOCKING-1--l-
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED --16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
W
GABLE TRUSS WEB ---
SINGLE 1" BRACING DETAIL�-_6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" O/C
GABLE TRUSS
.1 TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /'--7
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTOM CHORD BRACING 2X4 MI
N.
WIN - lqq M
06,
INS
OWN
INA
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
�7_
/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)
DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portion, of
the drawing pages bearing Engineer's signature and sea].
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10-
SCALE AS NOTED
DATE 2/24/2014
TECH: MJAMES
VERSION NO' 10
SHEET NO.
S5
LU
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
12
PRE ENGINEERED
WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX. SHINGLE ROO
FOR UNDERLAYMENT
HINGLE ROOF REQUIREMENTS SEE R905.
INSULATION —
BAFFLE 15132" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
INSULATION P SCHEDULE ON SHT SN1)
CHART ON FLOOR
PLAN LUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8"OR 1/2"HIGH STRENGTH CEILING 2x SUB FASCIA
BOARD PER CODE W1 13/8" DRYWALL SEE SOFFIT SHEET
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4'
1/2" GYP WB
O.C., 2 ROWS
DOUBLE 2X S.P.F. TOP PLATE 1X2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT FOR MORE INFO
LU
0 W
16" O.C. 2X S.P.F. STUDS 0 =
W1 (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8"CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J LU
= W LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ =
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C
TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG. B R
<-FT. OF FLOOR AREA & SEALED PENATRATION AREA W1
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONICEA�� S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM ETALSEAT
ERP N OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X' @ GARAGE ONLY) W/ 13/8'
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL)
1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT
INSTALLATION PER BLK. W11#5 ROD CONT. FILLED
CHART ON FLOOR PLAN SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
ARCHITECTURAL
19
,�FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
U) 4"A" INSPECTION PORT AT
U_ -
cr _j
a- EACH FILL CELL TYPICAL
LU (0
1x WD FURRING @ 24" O.0 AT GARAGE CONTRACTOR
BASEBOARD
LO TO CUT BLOCK OR POUR
C14
PSI CONC. SLAB CURB DUE TO SLOPE
MIN. 2500
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
MUNICIPALITY 410 6" BELOW GRADE
'911
A 4* 4 /FINISH GRADE
-4 00
dd -
A.
T
6x6 W1.4xW1. .. LL
=1 1- 99
WWF OR FIB MESH
A
STD. 90
(3) # 5 REBAR ON 3" CHAIR' (SEE DETAIL)
W/3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION
SCALE: 3/4"=V-0"
U SP LSTA24 STRAP W/ 8-1 Od x 11/2" NAI LS TO STUD
2ND FLOOR FRAME CONNECTION
SEEJ
/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W1 8-10d x 1-11
NAILS TO STUD & 8-10d x 1-1/2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL---,-
BAND JOIST
I
----------- �k
'USP MP4F @ 24"
D.C. w/ 12-8d NAILS
, I )
1st FLOOR WALL
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 FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
TX4" PANEL BLOCKING @ 48" O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
SCALE: N.T.S
SCALE: N.T.S.
FEND SHEATHING TO
)F BEAM OR GIRDER
LTE W1
O.C.
)OR TRUSSMOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY,
SPACER
BLOCKS
E
S6
"T" CORNER
TYPICAL 'IT" AND CORNER
DETAILS rN
SCALE: N.T.S.
� �6
BOTTOM CHORD ATTACHED W/ (2)
2ND FLOOR FRAMING SEE
16d TOE NAILS
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
SEE FRAMING
WEEP SCREED
PLAN
INSTALLED PER MANUF.
2"X4" CROSS BRA CE @ 48"
USP HTA20 @ 24" O.C. W/
O/C FOR THE 1 ST 7-0" OF
10-1 Od X 11/2" NAILS INTO
END WALL W1 (2)10dxT @ E
BLOCKING TRUSS & MIN. 4"
END INTO TX4" BLOCKING
EMBEDMENT IN CONC.
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 16" O.C.
(2) 1 Od @ 6" O.C.
2"x BOT. PLATE W/
PRE-ENGINEERED
FLOOR TRUSSES
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
CONTINUOUS TO BOTTOM RIBBON
ATTACHED WALL SHEATHING
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
SCALE: 3/4"=1'_0
RIBBONS
DETAIL (FLOOR TRUSS) O�
SCALE: 1 1/2"=V-0"
NOTE:
SEE TYPICAL WALL SECTION "/,,--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. < V-15". (2)
5/8"DIA. x 10" "J" BOLT W/ 8"
ROWS OF 2X BLOCKING @ 3rd FITS
EMBEDMENT @ 24" O.C. W/
FOR WALL HGT. > 81-611
2"DIA.X 3116" PLATE WASHER
USP SPT22 @ EA. STUD
(MIN. SHEAR 3500#. MIN. TYPICAL
2 x STUDS @ 16" O.C. 1
TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
A
4. .
A
-4
I :L.'T
CLEARANCE
(3) #5 CONT. ON 3"
7 17—T III I CHAIR W/ 3" MIN.
INTERIOR 2-STORY FRAME SECTION
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S16
ADDITIONAL SLAB INFORMATION.
15/32"OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING ii
REQUIRED I
SECTION X-
NOT FULL
HEIGHT SHI
(2)- 2x TOP PLATE
BEYOND
=-15/32"OSB
EXPOSURE1
SHEATHING LLI
Lu
--SOLID 2X
C
1
BLOCKING @
FOPENING
C
@11
0
SHEATHING W
EDGES(SEE
I I
I SECTION X-X)
I =
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CL 0
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---
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BEYOND. (n
SEE PLAN
0
1111U'1��
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PLATE BEYOND
2x RIBBON ORJ' VERTICAL \--&-JHORIZONTAL
SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
4 FT.
4 FT.
2
2
5 FT. 4 FT.
4)
5 FT. 4 FT.
2
FT.
4 FT. 4 FT.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
81, O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
ROOF NAILING ZONE DIAGRAM
ROOF NAILING SCHEDULE
NAILING ZONES (SHINGLE ANDTILE)
0
Lu
ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD
ZONE 2:8d RING SHANK NAILS @ V'O.C. ON EDGE AND 6"O.0 IN FIELD
ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4' O.0 IN FIELD
7 Z
(NOTE: IF 5/8"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
LL X
0
SHANK NAILS)
NOTE:
ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD
191
(TILE) OR 7/16' OSS MIN. (SHINGLES) SPAN RATED 24/16
0
r8ff
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
0 ca
0 on _j D
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
P r I
z LL
STUD AND OR BLOCKING AT ALL EDGES.
(N uj 00
1: X
U. LL
A MINIMUM 118"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
t.
PENETRATE SURFACE MORE THAN 1/8"
3/8" "S" = NAIL 3/8'
SPACING
3/4" 1/2"
S S
1/2"
S
(Z) NAILAT BASE 2 ROWS@ 4" O.C. W/8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4' O.C. W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ 3' O.C. W/8cl COMMON NAIL
@ NAIL INT, AT 3" O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C.
W18d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W1 8d COMMON NAILS @ 4- O.C.
(2) 8d NAILS @ 3" O.Q TO EACH TRUSS END OR @ VERTICAL
@
MEMBER IF GABLE END
[NO T E:
8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X2112'
SURFACE MORE THAN 118".
Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W/ 7/16"
OSB FLITCH PLATE TO W1 (2)
12d TOENAILS EA- END. NAIL
FLITCH PLATE TO VERTICAL
W1 (4) Scl NAILS
(2
8d NAILS 3' O.C.
WALL SHEATHING INSTALL.
& NAILING SCHED.
2-ROWS 12d NAILS
STAGGERED @ FIT O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
4
2"x`10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
I REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
`—INTERIOR
HEADER
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS.
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS /
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/
TDIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
MIN.
2500 PSI CONCRETE
SLAB W/ 6X6 W1.4XW1.4
WWF OR FIBERMESH
4A
4
A'
M I
Mi I
A'
A
(3) # 5 REBAR ON 3- CHAIR 4-
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
SECTION X-X
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2"x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
1-4
(1)
(2)
(1)
(2)
(1) USP LSTA30
4-4
(2)
(3)
(2)
(2)
(1) USP LSTA30
r79'--16'
1 (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
TUCCO FINISH PER ASTM C. 926
-7/81' S
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. MANUR
210
FINISH GRADE
OP
9
@ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0"
FOR ADDITIONAL
INFORMATION.
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T the best of the Engineer's knowledge, m'AMa1t'1o'n:and
beolief, 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: MIAMES
VERSION No. 10
SHEET NO.
S6
ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4 x 11-
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2X4 UNDER STRINGER GLUED AND
NAILED TO LANDING BLOCKING
D
2X4 PT NOTC
INTO STRINGER
L
I,---2X8 BLOCKING FOR STRAP
Z - I I I I -
M
_�IX4 bloCking
m I � I nAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD (USP
MTW12)
PLAN VIEW
SCALE.T"=V-5�
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.
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN T'
AND �'GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x1 2 TREAD
GLUED AND
NAILED
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
'�-2x8 SYP DRYWALL STOP MUST
�/NOT TOUCH STRINGERS
2X4 BLOCK IN KNEEWALL FOR 2X12 NAILING
IX4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: 1'-0"
SCAB 2x4 GLUED AND NAILED (EACH
2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12
ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER STRINGER
FACE OF 2ND RISER
MAINTAIN BETWEEN
A AND "' GAP TOP AND
I'll BOTTOM, GLUED AND
STRINGER MUST MAKE FUL NAILED TO STRINGER 2x4 BEHIND RISER
CONTACT WITH LAN DING 77c\ BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
2
FLOOR STOP
JOIST x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
Nh
777777777/
F/77777
SYP
2X8 SYP
2x8
SYP
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
2x4 CUT
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
SECTION VIEW "All
SCALE: 1 V-0"
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
E
2X4 PT NOTCHED INTO STRINGER
< AND NAILED TO FLOOR WITH GLU
I I I
AT STRINGER CONTACT POINTS
DOES NOT B
2X4 CUT ON BEVEL -
EAR I N
WALL
SECTION VIEW "D
SCALE: 1 V-0"
FILLER STRIPS ADDED 'PLYWOOD
GLUED & SCREWED TO
4
PLYWOOD DECKING
PC
X-2x SYP CUT TO FIT
BEARS IN WALL
___2xl2 SYP
B
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0"
NGER
3LUED
NAILED
SECTION D-D
SCALE: 1"= V-0"
-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 TAPCONED
INTO FLOOR WITH GLUE -AT
STRINGER CONTACT
POINTS
H
H
BLOCKINP FOR
SID
11
10
x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
GLUED AND NAILED TO STRINGER
OR DRYWALL SPACING
2x4 SYP BLOCKING
FOR STRAP
(USP MTW12) BEHIND
RISER
SECTION VIEW 111311
SCALE: 1 V-0"
-ALIGN THIS STUD WITH FACE OF 2nd RISER
2X4 SYP
BLOCKING
STRAP(Uq
MTW12)
SECTION VIEW "Ell
SCALE: 1 V-0"
E SECTION VIEW
SCALE: F0,;
-3/4 PLYA
ON DECH
—2x8 SYF
AND N�
FRAMIIS
-2x4 DRAF"
STOP
2X4 BLOCP
BLOCKING FOR 2x12
PT UNDER 2x12 C
ATTACH ALL COMPONENTS
I W/.'"x
OF STAIR TO CONC- 4
2 T'TAPCONS @ MAX. 32" O.C.
- 1X4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
-2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
STRINGERS
L--2x4 BLOCKING FOR 2X12
2x4 PT UNDER 2x12
2X4 CUT ON
BEVEL GLUED -
AND NAILED TO
LVL
---PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ T'X
2 t'TAPCONS @ MAX. 32" O.C.
_1x4 GLUED AND
NAILED TO STRINGER
11CIII
SECTION VIEW
SCALE: 1"= 11-01,
TOP OF
/-STRINGER
CONN. TO BOTTOM NEWEL POST LET INTO
OF NEWEL POST THE BLOCK
PER CONTRACTOR
PROVIDE
zz� BLOCKING
__-�2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
I nr),; PROVIDE SOLID BLOCKING (GLUED AND NAILEDI
FLOOR GIRDER
BELOW ALL NEWEL POST
OR 1 x 16" VL FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND FLOOR
NAILED TO JOIST. TRUSSES
NEWEL POST
SECTION VIEW "G
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ll
SCALE: 1 V-0"
OCKING
SCALE: 1 V-0"
0 1 /Alrx koUINO I MUk.# I IUIN UE I /AILO
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
JOINT
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NAILED AND
TOP PLATE
qTO RIM BAND,
ID NAILED TO
NALL BELOW
JOINT
-TO
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2X
USP
ECTION VIEW 111-Ill
SCALE: 1 V-0"'
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To the bes
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within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO 10
SHEEr NO.
ST
1X4 1/2" DRYWALL
DOOR JAMB (REFER 1X4 112" DRYWALL DOOR JAMB (REFER F_1X4
F
1/2" DRYWALL
E
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER
TO SHT. SDW2-K1 P.T.
TO SHT. SDW2-K1 TO SHT. SDW2-K1
FOR CONN, DETAILS
MAX. 8"
PROPER INSTALLATION DO NOT DO THIS
2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS X 4
ID
X 4
#5 REBAR (TYP,)
3/4"PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
PLATE W1
IL7 -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
V8
400
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
I
2X BOTTOM 8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS
STAGGERED @ 16- TAPCONS STAGGERED
2X8
(TYPj
000
BLOCK@ SPACING
1 "DETAIL
O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" 0. r,
2-ROWS INTO JE
y5z
1X8
4
2x BAND JOISTW/ FACE NAIL 10d
PER MANUFACTURE
MASONRYTHROUGH
1-1/21' DETAIL- MASONRYTHROUGH 311 DETAIL
4%IIl 90- HOOK (TYP.)
STD. 90A #
@ TOP & BTTM CHORD, AND (8)
1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
TA
TAPCON @ 16"
P CO N
J Lj1 L
fB
METAL SEAT PLATE
1 X4 P.T.
NOTE:
NC
0 4 FR
O.C. & 4" FROM
C
3/16" x 3 -11211 DOOR JAMB (REFER
1X4 DRYWALL
I' j
LAP SHEATHING TO
LA
EACH E
EACH END W/ MIN
ND VV
2., E
DOOR JAMB (REFER 2" EDGE DIST.
DGE DISI
1
K FOR
DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR
I
TO SHT. SDW2-K1 CONN. DETAIL
F1/2"
:JL _
. '
� 4441#
C1
BOTTOM OF BAND
TO SHT. SDW2-K1
###
JOIST TYPICAL
FOR CONN. DETAILS
,
FOR CONN. DETAILS 10d @ 12" O.0
C
2A
1X4
E
; N
'0
FURRING
_j
2X8 P.T. WITH 3/1613 X 3"
3116 " X,
L
OT
12d. III N FIRST COURSE
USP HGAM10 @ 12" O.C. w/4-SDS
Ax 1/
LONG TAPCONS
T r:r
2x P.T. AS REQ'D
2X8 P.T..
STAGGERED @ 16" O.C.
2X8
41%
�_NOTCHWEBATTHE
JOIST & (4) 3/16"x1-3/4" WEDGE
INTO K.O. BLOCK
2x,DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL
±5A
FIRST 2 COURSES
BOLTS
BUILDOUT OVER SIZE DOOR
-WINDOW ROUGH OPENINGSKC�_C�
FILLED CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION KH
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
� �s
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
SCALE: N.T.S. � �s
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
UPLIFT CAPACITY = 945 # FOR 1 STRAP
W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
A -A
= 1890 # FOR 2 STRAPS
/-FILL 1St4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID WIGROUT
2-
8"
I -PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
1"
BLOCK HEADER ARCH BLKG. & BUCK
USP RT16M W/ (8) NA1 1 NAILS & (6) 4 x 21"
. . . . rAPCONS
1/2" DRYWALL
. .
1 Od NAILS x *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 1 t'WEDGE BOLTS (1) ST P 1225
(4) RA
(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
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 11/2"
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
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
FACE OF ARCH W1 (3) 10d NAILS
AT EA. END
RETROFIT TRUSS DETAIL
OVERHANG"
CONNECT W/ 8d NAILS BRACE/ BLKG.
\—PROVIDE
N.T.S.
INSTALL WDW. SCREW ANCHOR--/ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL
(NTS)
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --\'N
4" MIN, OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF
ARCH
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
DOUBLE 2x4 SCAB FOR Z-13" TO 4'-0" O.H.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4YP WOOD
NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI'D.
ARCH DETAIL
4'MAX. 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
11-011 51-011
L
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
(A�/
+ +
+ +
INISH FLOQ I
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
b
AO'
/4" MAX
EMBEDMENT INT;'��
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS +
. . . I ... . I . .
A -
7 F—CENTERED
#5 BAR
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
21-0" 8"
(5) -12d NAILS
+ SOFFIT
+
+
W/
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
9
9
KNOCKOUT/ N
EACH TRUSS
P..
A
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE B
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/
CONNECTOR
MONO FOOTING
E
%
(3)
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. 0
TAPCON AT EA. SIDE
12d NAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK T RUSS PROVIDED BY
SEE LINTEL
SCHED.
AND SECTION DETAILS v
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEA N FILL
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
IT
DIRT
TO BE INSTALLED
/
BUILT UP PLWD. BUCK -
/1 4'-0" MAX SEE PLAN
PRECAST LINTEL
A.
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVAT'ION
9SOTANDARD
#5 BAR IN
HOOK C14
TO FIT ARCH CONNECT W/
8d NAILS
"'-2
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4%' WOOD
FOR OVER HANG
—(MAX.
FILLEDCELL, L 1
x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
4'-0")
L V L.
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"
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 EXTENSION
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
-
SCALE: N.T.S. SS
SCALE: 3/4" V-0" �s
SCALE: 3/4" V-0" � �s
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" T-O"
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
"S"
SEE SHEET D2 AND
DRILL 3/4"X6" MIN. HOLE
TYPE OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
SET BAR IN EPDXY
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
HTT16W/(18)-16d NAILSTO
CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W.W.M. AT PERIMETER
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
THREAD ROD EPDXIED W/
"SET"
EXISTING BOND BEAM
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
TOP WITH MIN. 3"
SIMPSON EPDXY MIN.
z
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
COVER 61-011 /--F.F.
5" EMBEDMENT & 3" MIN.
FILL CELL FULL HEIGHT W1
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
EDGE DISTANCE
M
U_ LU
NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THANONELENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
Uj CL
A
REINFORCING AS FOLLOWS:
SEALANT
U 0-
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
55
• PRESS PANEL REINFORCING INTO PLACE.
�&Ql
5X6'EMBEDDED INTO
• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
SMOOTH. DO NO FURROW.
6" MIN. LAP SPLICE W/
REINFORCING PANEL
FF.LIEF
LO
C14
STING FOOTING
2-#5X6'IN CONIC.
FILLED CELL
DRILL 3/4"X6" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
'i 11"r I r
GRADE -> *' ,
SET BAR IN EPDXY
6" MIN. LAP
A'
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
C14
REMAIN FREE OF MORTAR.
NOTE:
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. ATTHIS
I" SEE GLASS BLOCK INSTALLATION NOTES.
04
— 0 1�
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
(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN, COVER EA. WAY
7r
�A SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
�Jj
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT
FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4" = V-0"
SCALE: 3/4"= V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
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To the best of the 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.
SS
*DIAGONAL SPACED
NOTE: PENDING BEAM
AT 16-0" O.C. MAX
BEARING LOCATION, THE
'E 'lu
SEE ROOF
PLAN SHEATHING
AN SHI
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
4
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
END TO TRUSS TOP CHORD
LAYOUT
2X4 BLOCKING
,—CLIP EACH TRUSS
BETWEEN TRUSSES
TRUSS
(2) 2x8 #2 SYP W/
USP JUS46 OR JUS461F
(SEE ROOF PLAN
BLOCKING
A
7/16" O.S.B. FLITCAH
BUCKET TO COLUMN
FOR TYPE)
SECT. A -A
PLATE TOP @ TRUSS
FRAME OUT TO
BRG.
SUPPORT COLUMN BUILT-UP
BLOCK EDGE
A
(2)-2x4's OR 4x4 W/ (2)-10d
G.T.
NAILS @ 8" O.C. EACH PLY
----SEE DETAIL 4/131
(SHOWN AS 4 x 4)
FOR BEAM SIZE
ADD 2X4 ALONGSIDE
EXTERIOR SHEATHING
TOP CHORD WHEN REQ'D
(2) USP HTA20's
ATTACHED PER NAILING
TO PREVENT PLYWOOD
TYPICAL BLOCK
w/(l 0)-1 Od x 1 1/2 EA. TO COL.
SCHEDULE
SPAN FROM EXCEEDING
JACK
WALL
ALT: (2) USP MSTAM36
2x SPF #2
MAX 24" SPAN (EITHER
�RUSSES HIP
STRAPS CENTERED
AT 16" O.C.
SIDE OR BOTH IF REQ'D)
G.T
w/(l 3)-1 Od NAILS Ea TO COL.
TIE BEAM
--------BUILDER FRAME
CONTINUOUS LATERAL BRACING-
JN_ N
RADIUS
NAIL OVER X-BRACE AS SHOWN-
AS REQUIRED
INSTALL BLKG. AT TRUSS WEBS
(2) 12D NA LS
FOR NAILING
AT 12" O.C. MAX
X-BRACING - 2x4 SPF OR SYP
BEAM @ RAISED
ENTRY
w/ 2-16d @ EACH TRUSS WEB
CROSS BRACING DETAIL (TYP)r-j-'�
HIP/RIDGE BLOCKING DETAIL
MASONRY WALL
KNEEWALL @ ENTRY FRONT WALL
SCALE: 1/2" = 1'41
SCALE: 1/2"=V-0"
SCALE: 1/2" = l'-O"
SCALE: 1/2" l'-O"
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-O" O.C.
MAY BE NAILED EACH DIRECTION TYP. U.N.O.
USP LSTA18
PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
VERTICAL SCAB
w/ MIN. (4) 12d WHEN
CENTERED @
USP HD4101F BUCKET
L.SEE 1,
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
2 x 6 #2 SPF 48" O.C.
IT LANDS NEXT TO
SPLIT TO TIE
SEE ROOF PLAN FOR
1 FOR CANTI
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
W/ (4) 10d TOP &
PRE-ENG. TRUSS
BEAMS TOGETHER
MORE INFO ------,.—
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W1 8 - 8d
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
REQUIRED wl (2) USP HTW20 IN PLACE OF (4) 10d
71/_
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
W/ (14) - 1 Od X 1 1/2" EACH
—SEE FLOOR PLAN FOR
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
COLUMN SIZE& BASE
OSB FLITCH PLATE
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
SEE FLOOR PLAN
CONNECTION INFO
LL
REQ'D ONLY WHEN
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
/--COLLAR TIE
�Z EVERY 3rd
FOR COLUMN SIZE
&ADDITIONAL INFO.
___--7116"
INDICATED ON BM.
SCHEDULE/PLAN
2x4 #2 SYP NAILER. NAIL
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
OSB FLITCH PLATE —
SEE FLOOR PLAN FOR
TO STUDS w/3-16d @
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER
REQ'D ONLY WHEN
COLUMN SIZE& BASE
O�T
EA. STUD. TOENAIL EA.
ROOF AND EXTERIOR
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20-4-
OPTION
INDICATED ON BM.
A
CONNECTION INFO
OPTION B
OPTION C.
TRUSS TO NAILER w/3-1 Od
SHEATHING ATTACHED
O.C. MAXIMUM.
SPF 2
SCHEDULE/PLAN
PER NAILING SCHEDULE
----2x4
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W1 2-16D (2) #7X 3-1/2" WOOD
NAILS AT EACH TRUSS INTERSECTION.
CB—_ SCREW EACH TRUSS
COMMON BM. TO POST ATTACHMENT
SEE 2ND FLOOR WALL SECTION
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
OR USP RT7 @ 48" O.C.
FOR ADDITIONAL INFORMATION
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
s'j
B
SEE ROOF PLAN
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB--<; B
FOR BEAM SIZE &
SCALE: 3/4"=V-0"
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
BEVEL CUTS
CONNECTION INFO.
BM, SPLICE OVER
CENTER OF POST
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
(OPTIONAL)
F
PRE-ENG. TRUSS
A A
—
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
SEE PLAN FOR
TOPOFBEAM
MAX & EACH END ALTERNATE
CHORD AT ALL HAND FRAMED AREAS TYP.
/7
DIRECTION TYP.
A=CZ:
DIAGONAL---- 2x8 #2 SPF RIDGE BEAM
AT 81-0-1 x __�—WOOD
MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT
USP ST
USP ST1 8
TO 8FT 2X4 RAFTERS FOR SPANS LESS
TYP. U.N.O.
SEE PLAN FOR TYP. U.N.O.
x THAN 4FT @ Z-O"O. C. MAX. w/ (3) 1 Od
SEE FLOOR PLAN FOR
CANT. IF
INDICATED
USP JU26 OR IF 2 PLY
COMMON TOENAILS TO RIDE BEAM
COLUMN SIZE &
TRUSS USP JUS26-2
SEE FLOOR FRAMING
2X4 CONT. AT CONC.MASONRY
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
TRUSS TO LEDGER
PLAN AND J/S6 FOR MORE
2X8 #2 SYP CONT. LEDGER w/
T & B CHORD STEEL OR WOOD
MIDDLE
(4) 16d NAILS ATTACH NAILS
INFO. VERIFY WITH PLAN
FOR LOCATION
BEARING SUPPORT
INTO END OF EACH FLOOR
AND
.0
TRUSS, 24" O.C. MAX. (AT
DIRECTION (IF PARALLE
EACH SIDE OF G.T. INSTALL
SEE 2/D2 FOR BLOCKING
A -A ALTERNATE BLOCKING
CORNER
(4) NAILS EACH SIDE).
INFO)
SEE
FOUNDATION
DETAIL @ INTERIOR BEARING
PLAN FOR MORE INFO
511
MASONRY WALL
(TYPICAL)
----------ZWOOD J
SCALE: 1/2" V-0"
COMMON BM. ATTACHMENT r18
TRUSS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SCALE: 3/4"=V-0"
SECTION AT LOW ROOF
SUPPORT WHERE TRUSS DEPTH EXCEEDS
SCALE: 1/2" V-0"
TYP. WOOD TRUSS BLOCKING DETAIL STANDARD
HEEL HEIGHT
7_7
SCALE: 1/2"=V-0"
VARIES
2x STUDS @ 16" O.C.
ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
W/ USP SPT22 @
ATTACHED PER
ADDITIONAL 8d
NAILS AT VALLEY TRUSS
BASE & SPT24 @ TOP
2x4 #2 SPF BRACING @ NAILING SCHEDULE
EXTERIOR SHEATHING
OUTLOOKER 4"
INFO.
O.C. INFO.
2x BLOCKING BETWEEN
16" O.C. W/ (4) 12d COMMON TRUSSES.
ATTACHED PER
-----
----
STUDS TO TRUSS W/ (2)
TOENAILS TO TOP SEE TRUSS PLAN
2x4 STUDS W/ USP
NAILING SCHEDULE
12d TOENAILS EACH END
—STRUCTURAL SHEATHING
PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION
NAILS TO TRUSS SPFTOP INFORMATION.
SPT22 @ BASE SEE
J/S6 FOR MORE
(BETWEEN TRUSSES (2)
12d NAILS TO EACH
ATTACHED PER NAILING
BOTTOM CHORD PLATE
INFO.
GABLIi
TRUSS
LOW ROOFIWALL
VERTIVAL STUD)
SCHEDULE
SHEATHING ATTACHE
X Z
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
VARIES W/
OILVARIES SEE PLAN
FOR WALL LOCATION
2x4 BASE PLATE W/
/—USP
1/2" PLYWOOD
NAILS @ 16" O.C. ALONG W/
USP MTW12 TO BLOCKING
ROOF SLOPE
LSTA30 OR
MTW1 2 TO FLOOR
(2) 16d NAILS TO
BELOW @ 16" O.C.
WOOD WALL—\
GIRDER BELOW @ 16-
x
EACH COMMON
TRUSS/ FRAMING
OR TRUSS. '--2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
O.C.
TYP TOP & BOTTOM
SEE PLAN 16d COMMONS
16" O.C. W/ EXTERIOR
------- — ---
NAILS EACH
SHEATHING ATTACHED
x
STUD TYP. T&B
PER NAILING SCHEDULE &
MASONRY WALL BELOW: USP
PLYWOOD
(3) 12d TOENAILS TO
><
HTA16 @ 4'-0" O.C. TO GABLE
FLOORING
TRUSS OR
SEE PLAN FOR PLATE BELOW
MASONRY WALL _. 4
TRUSS BEAM BELOW: USP
ROOF SYSTEM
TOP OF WALL
OR BEAM
HTW20 @ 4'-0" O.C. TO GABLE
MIN. 2x4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM
FLOOR GIRDER
SEE TRUSS PLAN
TRUSS
1(9)
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR
SEE PLAN FOR
COMMON TRUSS
LOW ROOF TRUSS W/---/
2x6 BLOCKING U FLOOR G.T.
NDER
MASONRY WALL SEE @ 3" FROM EACH END &
DIRECTION
CONNECTION
SEE ROOF PLAN
RAISED BOTTOM CHORD
2nd FLOOR WALL W/ USP SEE PLAN
PLAN FOR MORE 16" O.C. MAX.
FOR CONNECTION
EXTENSION SEE TRUSS
JUS24-2 EACH END
SHEAR TRANSFER
INFO.
SECTION
@ FLOOR
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
EXTERIOR. WALL
SECTION @ ENTRY KTN�
CONNECTION r2 2
SECTION AT HIP GABLE
SECTION @
BUMP OUTr3q
SCALE: 3/4" = V-0"
SCALE: 3/4" = l'-O"
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
SCALE: 3/4"=V-10"
DETAILS
& SECTION
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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SCALE AS NOTED
DATE 2/24/2014
TECH: MIAMES
VERSION NO 10
SHEET NO.
D1
EXT. SHEATHING
FLUSH W/ TOP
-SEE FOR 2 OF MASNORY & 8d
rSEEFOR
BLOCKING NAILS T/B FLANGE
BLOCKING
DETAILS
DETAILS
2xSTUDS
.......
—FLOOR SYSTEM
M
SEE PLAN
7E
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
(2) USP MSTAM36 STRAPS w/ (8) 1 Od EXTERIOR STRUCTURAL
NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16")
CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN
MASONRY WALL BELOW. CONTRACTOR
MAY USE (2) SIMPSON MSTAM36 STRAPS
W/ (7) 1 Od NAILS & (4) )/4" x 2 Y4" TITENS
INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" V-0-
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0"
STRAPS w/ (22) 1 Od NAILS OR (2) SEE SS FOR RETROFIT
SIMPSON MSTA36 STRAPS W/ (26) 1 Od CONNECTION IF MSTAM36
NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED
IS INSTALLED). EITHER USP OR SIMPSON SECTION CORNER
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
AS NOTED
(2)- 12d GABLE END FLOOR
TOENAILS 2x4 TRUSS SEE R/S6 FOR
TO TRUSS TOP CONNECTION INFO TO
MASONRY WALL
BELOW AND ALT.
BLOCKING INFO
G)
0 1. APPLY SUB
LO FLOOR +
ADHESIVE TO
2x4 CONTACT
SURFACE A 2x4 #2 BLOCKING
2
NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE
FRAMING PLAN FOR I -JOIST AT 48" O.C.
OR FLOOR TRUSS FOR BETWEEN JOISTS
CORRECT BLOCKING w/ (3) 12d EA. END
REQUIREMENTS TO HORIZ.
BLOCKING
1-1/8" RIM BOARD
8d NAILS @ 3" O.C. JOIST SEE PLAN
WALL SHEATHING (2) - 12d TOE NAILS TOP
TO RIM BOARD & BOTT. CHORD
AJS BLOCKING PANEL @ 24"
O.C. (MAX) AND @ EACH
GABLE END RIM JOIST— END OF WALL UNDER
SEE R/S6 FOR CORNERS
CONNECTION INFO TO (2) - 10d TOE NAILS
MASONRYWALL EACH SIDE
BLOCKING DETAIL r2
SCALE: 3/4" V-101" 11�1"j
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
(3) 2x # SPF X
STUDS w/ 10d @
8" O.C. EACH SIDE
U.N.O. ON PLAN
2X CONT. RIBBON
TYPICAL BLOCK
WALL
(2) USP MSTAM36 STRAP(S)
CENTERED W/ (8) 10d NAILS
& (5) 1/4 TAPCONS.
CONTRACTOR MAY USE
SIMPSON (2) MSTAM36 W/ (7)
10d NAILS & (4) Y4"xV4" TAPCONS
INSTEAD OF USP STRAP.
EITHER STRAP IS ADEQUATE
GIRDER/COL. CONN.
1 OR 2 PLY GIRDER
TRUSS. SEE PLAN FOR
CONNECTION.
SEE PLAN FOR CONN.
(2) - 2x SPF TOP PLATE
FLOOR DECK
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
PROVIDE BLOCKING
BELOW JAMBS
2nd FLOOR
SCALE: 1/2" V-0"
(1) USP LSTA30 STRAPS
BENT OVER TOP PLATE
THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2"
OF HEADER/STUDS W/ @ 24" O.C.
(22) 1 Od NAILS
(2) - 2x SPF TOP PLATE
2x CRIPPLES @ 16" 0 C (2) 2x HEADER SEE PLAN
Wit (2) 12d TOENAILS T/B INTERIOR HEADER
(2) 1 Od TOE NAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
I EXTERIOR HEADERS
END OF SILL. MAX,
OPENING WIDTH 4 FEET. (1) 2x SILL PLATE Wit (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
IF OPENING IS GREATER
THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE
EXCEEDING 6 FEET.
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D
- J JAMB INFO
2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od
END OF OPENING TO STUDS ABOVE PLATE
NAILED TO STUD
PACK w/1 Od NAIL FLOOR DECK
@ 8"O.C. "nz
FLOOR TRUSS/ I -JOIST SEE PLAN
USP LSTA30 FROM WINDOW
JAMB TO FLOOR TRUSS/ SOLID
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
HEADER CONN. @ 2nd FLOORr4N�
SCALE: 1/2" V-0"
SEE Q/S4 FOR
JAMB STUD
USP SPT24 @ EA. STUD W/6-10d
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
USP SPT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE
(2) 2x8 OR (2) 2x6 TOP
REQ'D TY @ 24" O.C.
USP LSTA24 W/(18)-10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
INFO BELOW ON CONNECTION OF
PLATE SEE PLAN
TYP A
2-2x4SPF (K) USP RS1 50 W1 MIN. 12" END
USP SPT4 W/ (6)-1 Od X 1 1/2"
2x HEADER TO SIT
A
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO
(2)
NAILS TO STUDS ABOVE & (11) 1 Od
OVER TOP PLATE THEN DOWN
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TONEAILS
FLUSH w/ THE OUTSIDE
NAILS TO STUDS BELOW.
THE FACE OF HEADER/ STUDS
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.
D USP SPT22 W/ (6)-10d 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
CONNECTION
SEE PLAN
(2) USP MSTA36 STRAPS CENTERED
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
W/ (22) ld NAILS OR (2) SIMPSON
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
EXTERIOR HEADERS
MSTA36 STRAPS W/ (26) 10d NAILS
PLATE SEE PLAN
2 SPF EMBEDMENT PAST STEP.
x
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
12d NAILS AT 6" K-f
[B�AjE 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. RAMING
1�
ARE ADEQUATE)
O.C. TYP T & B
USP SPT6 OR
C B B
D
W/ (2) 12d TOENAILS T/B
BAND JOIST & BLKG.
(2) 2 x #2
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
(2) - 10d TOENAILS AT EACH END OF
KNE L R BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
SYP U.N.O.
SPACED W/IN 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
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACKW/ 10d NAILS@ 8"O.C.—
6 FEET, A MP3 CLIP IS TO BE
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2 x 4 #2 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK WALL--------,
PLYWOOD ATTACHED PER
NAILING SCHEDULE
T4
USP HT 5 BASE W/
(2) 2x HEADER
AT 16" O.C. U.N.O. \--�JG
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ I -JOIST SEE PLAN
V.
(18) 16d NAILS & %"
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
F
PLATE W/ MP3 CLIPS EACH SIDE
2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 10d NAILS
L TIE BEAM
MIN. 6" EMBEDMENT
(2) LSTA12 WRAPPED UP
(2) 2x TOP PLATE
BASE PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
AND OVER TOP PLATE
CONTRACTOR MAY USE
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"X24"
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 (6
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-101"
SYSTEM 42
SCALE: 1/2" = V-10"
REQ'D)
SCALE: 1/2" V-10"
L
�_ADDITIONAL STRAPS
,�SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D 2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) LSTA24
(2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) USP LSTA30 STRAPS
US P S PT4 W/ (6)-1 Od X 1 1/2"
2X4 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,
(1) USP LSTA30 STRAPS BENT
HEADER/STUDS W/ (22) 10d
NAILS
2x CRIPPLES @ 16" O.C.
DOUBLE 2X4
TOP PLATE
SILL MAY BE ATTACHED
W/ (2) - 16d
OVER TOP PLATE THEN DOWN
USP SPT4 W/ (6)-10d 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
M IN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
It
3' 0/
_�����2x
2x CRIPPLES @ 16" 0 C
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
�STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
EXTERIOR HEADERS
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 1 Od TOENAILS AT EACH
END OF SILL (MAX. OPENING
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
THAN 4
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
(2) - 1 Od TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
ALT. HEADER ANCHOR
WIDTH 4 FEET). IF OPENING
OPENING LARGER ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
r8
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
BUT NOT EXCEEDING 6 FEET,
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCKWALL
A MP3 CLIP IS TO BE INSTALLED AT
PROVIDE 2X4 ON
SCALE: N.T.S.
A MP3 CLIP IS TO BE
INSTALLED AT EACH END
OF HEADER SEE Q/S4 FOR
EACH END.
TOP OF 2x8 TO
REQ'D JAMB INFO
FLOOR DECK
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
END OF OPENING
W1(22) 1 Od NAILS
(2) USP MSTAM36 STRAP(S)
2X CONT. RIBBON
W/ (2) 1 Od NAILS
-
NAILED TO STUD PACK
W/ 1 Od NAILS @ 8"o.c.
FLOOR DECK
CENTERED W/ (8) 10d NAILS
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
DOUBLE
ol
6
5,
CONTRACTOR MAY USE
2x8 TOP
-
FLOOR TRUSS/ I -JOIST SEE PLAN
S I M PSO N (2) M STAM 36 Wit (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4) Y4"x2Y4"
BELOW JAM BS
2x8 STUDS
2x4 Wit 2 ROWS
SIZE & CONNECTIONS
TAPCONS INSTEAD OF USP
NOTE:
PER PLAN
OF 10d NAILS
STRAP. EITHER STRAP IS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN.
2nd FLOOR
ADEQUATE HEADER CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = V-0"
SYSTEM 42
SCALE: 1/2" = V-0"
SCALE: 3/4" = V-0"
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To the best of the Engineer's knowledge, information, and
and seal is only for the structural en gineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MJAMES
VERSION NO 2mO
SHEET NO.
D2
S.
z
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
af%l r% I in WE
ER
�/E BARRIER &
tARILY SECURE
HEAD FLASHING TIE-IN INSTRUXTIONS:
I . 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
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON C EM
H ICAL
COMPATIBILITY
SELF -ADHERED FLASHING
EXTERIOR
SHEATHING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHIN
BY LAPPING DOWN --�,
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
NAILING FLANGE 1
DO NOT FLASH OVER 2
BOTTOM NAILING
8
FLANGE §
SELF -ADHERED FLASHING
HALF ROUND WINDOW
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
2
WP07 WP08 WP09
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT, FIN.
BUILDING PAPER
WIRE LATH
Q
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
RUBBERIZED ASPHALT
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING F
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SCORED
RELEASE P� PER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 feIt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the ext erior 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 of the
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 as (Din 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 (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
00--
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
NOT USED NOT USED NOT USED e SC7,F: 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
Cau
k bottom
joint only
Weep Screed
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and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
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DATE 2/24/2014
TECH: MIAMES
VERSION No' 10
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Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis co -0 n-
A3 F L 17244.1 ESR-3455 A23 FL10446.2 ESR-2606 (D (3)
HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 0 C/)
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HD212-2 FL17232.3 ESR-3445 HU212-2 FL`10655�23 ESR-2549 (3) -a
FL1 7232.3 0
HD216 ESR-3445 HU216 FL10655.29 ESR-2549 0
HD216-3 FL17232.3 ESR-3445 0 -0
HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET
HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if 0
HD28-2 I'Ll 7232.3 ESR-3445 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 %4-
HU28-2 FL10655.34 ESR-2549 product approval number for any of the applicable listed products. U) M C) >
HU410 FL10655.44 ESR-2549 E L_
HD410 FL17232.4 ESR-3445 0
HD412 FL1 7232.4 ESR-3445 HU412 FL10655.45 ESR-2549 Cl) L_
Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures CU
HD610 FL1 7232.4 ESR-3445 !E c/) %+2) CU
HU610 FL10656.51 ESR-2549 1. EXTERIOR DOORS Cn <
HD0410 FL1 7241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 +67.0/-67.0
HGA110KT FL17236.6 ESR-3448 HGA10KT I'Ll 1470.4 SIM200803 A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 psf
HGAM10KT FL17699.1 Evaluation Report HGAMIOKT FL1 1470.4 SIM200803 ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf
HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Fiber Classic I Smooth Star FL15000.1 +55.0/-55.0 psf
HTA16 FL17680.2 Evaluation Report HETA16 FL1 1473.5 SIM200802 B. SLIDING General Aluminum Company Series 4201430 FL1 5332.1 - I'Ll 5332,5 +40.0/-40.0 psf
HTA20-18 FL17680.2 Evaluation Report HETA20 FL1 1473.5 SIM200802 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279,37 +30.0/-32.0 psf
HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 Clopay Building Products Residential WindCode Door's W5 (16X7) FL15279.53 +30,0/-30.0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FL1 1496.1 ES-0130 Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf
HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf
HTTS 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 I'Ll 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 FLI 1473.11 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 FLI 5217.7 - FL15217.9 +40.0/-50.0 psf
HTWM16 FL6223.2 Evaluation Report HGT2___ FL10456.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FLI 5288.2 +40.0/-50.0 psf
HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 General Aluminum Company Series 1980/1990 FL1 5288.3 - FLI 5288.4 +40.0/-50.0 psf
HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278,5 +40.0/-40.0 psf
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf
HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL1 5333.7 N/A
HUS212-2 FL1 7232.7 ESR-3445 HUS28 FL10655.96 ESR-2549
E. OTHER
HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549
HUS28 FL1 7232.7 ESR-3445 LU24 FL10655.103 ESR-2549
3. PANEL WALL
HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2649 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 B� SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf W
JL26 FL17232.8 ESR-3445 LUS24 FL10656.109 ESR-2549
JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.1 11 ESR-2549 C. OTHER
JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549
JUS26 I'Ll 7232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 4. ROOFING PRODUCTS
JUS26-2 I'Ll 7232.12 ESR-3445 LUS46 FLI 0655.118 ESR-2549 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A
JUS28 I'Ll 7232.12 ESR-3445 LEG3 FLI0667.71 ESR-2615 XT25 (and AR), XT30 (and AR)
B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A
JUS46 FL17232.12 ESR-3445 MST60 FLI0852.7 ESR-2105
KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 HomeGuard Building Products, Inc ToughSkin Synthethic Underfayments FL21675.1 N/A
KST260 FL1 7244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED
LSTA12 FL17244.18 ESR-3455 LSTA18 FLI0852.4 ESR-2105 D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A
LSTA15 FL17244,18 ESR-3455 LSTA24 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV 0 FL2075.1 N/A
LSTA18 FL17244.118 ESR-3455 LSTA30 FL10852.4 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL1 7202.1 N/A
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A
LSTA30 FL17244.18 ESR-3455 LTT19 FL1 1496,3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A
LSTA36 FL17244.18 ESR-3455 LTT20B I'Ll 1496.3 ER-130 BoralTile Saxony 900 FL7849.13 - FL7849.16 NIA
LTS19 FL17219.3 ER-0200 LTT131 I'Ll 1496.3 ER-130 F. OTHER
LTS20B FL1 7219.3 ER-0200 LTS12 FL10456.29 ESR-2613 5. SHUTTERS
LTT131 FL1 7219.3 ER-0200 LGT2 FL1 1470.7 SIM200803 A. STORM PANELS Global Protection Products Galvanized -Steel Storm Panels FL1 5076.1 - FLI 5076.2 N/A
LTW12 FL1 7244.8 ESR-3455 LS30 FL10446.15 ESR-2606 Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
LUGT2 I'Ll 7240.2 ESR-3447 A34 FL10446.3 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A
MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 6.STRUCTURAL
MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 COMPONENTS
MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart
MPH3516 FL1 7240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA12 I'l-172408 ESR-3455 MSTA18 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates I'Ll 999.1 - FL1999.4 N/A
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105_____ MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A
MSTA24 FL17244,18 ESR-3455 MSTC40 FL10852.11 ESR-2105
MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 Boise Eng. Wood Prod. Wood I-JoistsALLJOIST FL1645.1 N/A
MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A
MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A
MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158,1 N/A
MTW16 FL1 7244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A
MTW18 FL17244.8 ESR-3455 MGT FLI 1470.9 SIM200803 Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A
MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 Powers Steel, Inc. PowerBOX8 Lintels FLI 1383.1 N/A
The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be
MUGT15 FL1 7240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
NFM35X12 FL578.2 Evaluation Report HDU2-SOS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements, Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
NFM35Xl6U FL578.3 Evaluation Report GLTV3.51 6 FL10667.8 ESR-2615
PAU44 FL17239.13 ESR-3449 FGTR FL 11473.2 SIM200802
PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105
PHD2A FL1 7219.4 ER-0200 H1 FL10456.5 ESR-2613
PHXU3516 FL17241.20 ESR-3444 HIO FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 E 40
RS150 FL17244.27 ESR-3455 HIOA FL10456.6 ESR-2613
RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613
(D
R71 6-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 APPLICANT SIGNATURE DATE
RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613
RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613
RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613
RT5 FL1 7236.11 ESR-3448 H8 I'Ll 1470.3 SIM200803 co >
RT7 FL1 7236.11 ESR-3448 SPI FL10456.41 ESR-2613 0
RT7A FL1 7236.11 ESR-3448 SP2 FLIG456.42 ESR-2613
RT8A FLI 7236.11 ESR-3448 SP4 FL10456.43 ESR-2613 >
SPT22 FL1 7244.30 ESR-3455 SP6 FL10456.44 ESR-2613
SPT24 FL1 7244.31 ESR-3455 SP8 FL10456.45 ESR-2613 0
SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613
SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 0
SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 L_
SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 0-
SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL1 1468.11 SIM200804
THD28 FL17232.17 ESR-3445 HGUS414 FL 11468.10 SIM200804
THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330
TH041 0 FL17232.17 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 M
THD412 FL17232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802
THD612 FL17232.17 ESR-3445 MSTCM40 FLI 1473.19 SIM200802 <
THDH414 FL17232.18 ESR-3445 HHETA20 FLI 1473.9 SIM200802
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL1 1470.7 SIM200803
UPHD8 I'Ll 7219.6 ER-0200 LGUM26-2 I'Ll 1473.12 SIM200802
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Page i of 2
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Page I of I
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Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
CU -C'a
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Florida Department of Business & Professional Regulation
Page 1 of 2
(1) 0
Product Approval Application Detail
Product Approval Application Detail
Building Codes and Standards
1/9/2017
c 2
Product Approval Application Detail
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0 CL = 0
FM5225-R3
FL#15000-R
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Date Date
Date Pending
Date
Code
Entity or
Date 2& Date Pendino
FL#15332-R3 Products
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Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
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T Verslo
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Validated Submitted FBC Approval
Approved
Status
CD 0
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Revision 2014
Therma-Tru Corporation
RickWright National Accreditation & Ryan J. King, P.E.
06/28/2015 06/13/2015
07105/2015
Approved
Revision 2014
Therma-Tru Corporation
RickWright Lyndon F. Schmidt, P,E. Ryan J. King, P.E.
06/28/2015 05/29/2015 07/05/2015
08119/2015
Approved
Quality Assurance
Approved for Use Approved
for Use
Impact
Design
0
Category: Exterior Doors
(419) 298-1740 Management I nstitute (813) 767-6555
Category: Exterior Doors
(419) 298-1740 PE-43409 (813) 787-6555
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
L_
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Subcategory: Swinging Exterior Door Assemblies
rickyv@rvvbldgconsultants.
Subcategory: Swinging Exterior Door Assemblies
rick�A@rwbidgconsultants.
4
SERIES 420 ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017
No
Yes
No
N/A
Cn
Compliance Method: Certification Mark or Listing
oom
Compliance Method: Evaluation Report from a
com
XO, XX 96"x96"
C_ 40--
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Florida Registered Architect or a Licensed Florida
5
SERIES 420 ALUMINUM SGD REINFORCED
SERIES420 ALUMINUM SGD REINFORCED XXX 12/3112017
No
Yes
No
NIA
FL#1 5225-R3 Prod ucts
Professional Engineer
143"x96"
7
SERIES 420 REINFORCED ALUMINUM SGD
SERIES 420 REINFORCED ALUMINUM SGD OXO 1213112017
No
Yes
No
NIA
Quality Assurance Approved for Use Approved for Use Impact Desion
146"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 SGD
SERIES 430/440 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
Approved for Use Approved for Us
Impact
Design
143"x8O" NON -REINFORCED
Therma-Tru"
and withoutSidelites. Inswing and Outswing
seq #
Product Model, Number or Name
Product DescriDtion Contract ExDiration Date
in HVHZ Outside HVHZ
Resistant
Pressure
9
SERIES 4301440 REINFORCED ALUMINUM SGD
SERIES 430/440 REINFORCED ALUMINUM SGD 12/3112017
No
yes
No
N/A
6
f. " Premium Series", " Construction
6/8 and 810 Opaque and Glazed Steel Door with 12/31/2021
No
Yes
No
N/A
1
a. "Fiber-Classic" or "Smocth-Star"
6',8 "Non-Impact", Opaque Fiberglass 1213112018
Yes Yes
No
N/A
XXX 143"x96"
Series" and ".Benchmark byTherma-Tru"
Transoms. With and withoutSidelites. Inswing and
Door with & without Sidelite(s) - Outswing (X OX
with Transoms
OutsWng
or X0, OXO, XX, OXXO Configurations)
Z
Florida Department of Business & Professional Regulation
Page I of I
Z
Building Codes and Standards
1/912017
Florida Department of Business & Professional Regulation
Page I of 2
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
1/9/2017
W
FL#15279-R4
Building Codes and Standards
1/10/2017
Product Approval Application Detail
Code
Versio
Entity o
Date Date
Date Pend ino
Date
Product Approval Application Detail
IM
Manufacture
Contact Enaineer & License Validated
Validated Submitted
FBC Approval
Approved
Status
FL#15217-R4
Revision �014
Clopay Building Products Company
Mark Westerfield I ntertelk Testing Services NA,
Gary Pfuehler 06/12/2015
03/19/2015
06/21/2015
Approved
FL#11537-R6
Code
Entity or
Date Date
Date Pending
Date
TVDe Versio
Manufacture
Contact Eno ineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Category: Exterior Doors
Subcategory: Sectional Exterior Door Assemblies
(513) 770-6062 Inc, (513) 519-6566
mvvesterfield@clopay.com
Code
Entity or
Date Date Date Pending
Date
Revision 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M, Urich, PE
0613012015 06125/2015
07/06/2015
08/19/2015
Approved
Compliance Method: Certification Mark or Listing
T-e yj=
Manufacturer
Contact Enaineer & License Validated By
Validated Submitted FBC Avoroval
Anoroved
Status
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel UL LLC Ted Berman, PE
07/21/2015 07121/2015
07/27/2015
Approved
Subcategory: Single Hung
bsitinger@miM.com
FL#15279-R4 Products
Category: Exterior Doors
(841) 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
Im pa
Desion
Compliance Method: Certification Mark or Listing
up.corn
Professional Engineer
Seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
37
037 W5-09 PAN-21`1 51: 84A, 94, 73. 75� 1500,190, 76,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028
No
Yes
No
+30 PSF/-32
FL#1 1537-R6 Prod ucts
FL#15217.R4 Products
76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B,
WINDCODE 74, W5 Garage Door
PSF
Quality Assurance
Approved for Use Approved for Use
Im pact
Desion
Quality Assurance
Aolproved for Use Aimroved
for Use
Impact
Design
42B, 55S, GD5S, G05SV, GR5S, GR5SV, AR5S, AR5SV,
Seg #
Product Model. Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Pressure
seq #
Product Model, Numberor Name
Pr-oduct Description Contract Expiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
ED5S,ED5SV
1
607, 707, 727, 747, and 847 Single and Pairs of Doors
Flush, Glazed, and Louvered single and pairs of 12/31/2017
Yes Yes
Yes
N/A
4
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH N1 44X84 12J31/2017
No
Yes
No
N/A
hollow metal doors
5
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 54)(72 12/31/2017
No
Yes
No
N/A
53
053 W5-16 PAN-21`153: 84A, 94, 73, 75,1500,190, 4RST,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05121/2028
No
Yes
No
+30 PSFI-30
2
M, CM, and G Series Frames
Three sided and four sided single and pairs of 1213112017
Yes Yes
Yes
N/A
7
SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 54X72 12131/2017
No
Yes
No
N/A
4RSF, 6RST, 6RSF, 48, 42, 55, 4813, 42B, 55S, G D5S,
Wde) WINDCODE 74; W5 Garage Door
PSF
frames. Tansorn frames.
8
SERIES GA 195 ALUMINUM TRIPLE SH
SERIES GA 195 ALUMINUM TRIPLE SH NI l2t3l/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" wide) 05/21/2028
No
Yes
No
+38 PSF/-42
9
SERIES GA 195 ALUMINUM TWIN SH
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI 12131/2017
No
Yes
No
N/A
4RST, 6RST, GD5S, GR5S, AR5S, ED5S VVINDCODE®, W6 Garage Door PSF
CONTINUOUS HEAD AND SILL 88 1/8)(72
102
102 W6-1 6 PAN-21`153: 73� 75, 84A, 94, 42, 48, 426, 48B,
Steel Pan (min. 25 ga.) Double -Car (97 to 16'2" 05/21/2028
No
Yes
No
+37 PSFf-41
4RST, 6RST, GD5S, GR5S, AR5S, ED5S
wde) WINDCODE®. W6 Garage Door
PSF
cz
Florida Department of Business & Professional Regulation
Page 1 of 3
Florida Department of Business & Professional Regulation
Page i of i
Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page 1 of 1
0
Building Codes and Standards
1/9/2017
Product Approval Application Detail
FL#15278-R4
Product Approval Application Detail
FL#15268-R2
Code
Entity o
Date Date Date Pendina
Date
co
Code
Entity or
Date Date
Date Pending
Date
DRe Versio
Manufacturer
Contact Engineer & Licens Validated By
Validated Submitted FBC Approval
Approved
Status
FL#15333-R2
IY2_e EEk
Manufacture
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Revision 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE
09101t2015 08/31/2015 09/05f2015
10/16/2015
Approved
Affirmation 2014
MI Windows and Doors
Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE
04/3012015 04/3=015
05/1012015
Approved
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Code
Tvoe Versio
Manufacture
Entity o
Contact Enaineer & License Validated By
Date Date
Validated Submitted
Date Pending
FBC Approval
Date
Approved
Status
Category: Windows
(717) 365-3300 PE-62514 (717) 317-8454
Subcategory: Fixed
Compliance Method: Evaluation Report from a
bsitinger@miwd.com
Revision 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas Steven M. Unch, PE
06/29/2015 06/19/2015
07/0512015
08/1912015
Approved
SubCategory: Horizontal Slider
bsitinger@miM.com
Florida Registered Architect or a Licensed Florida
Category: Winclows.
(717) 365-3300 PE-62514 (717) 317-8454
Compliance Method: Evaluation Reportfrorn a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Subcategory: Mullions
bsitinger@mMd.com
Professional Engineer
FL#15278-R4
Products
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FL#1 5288-R2 Prod ucts
Quality Assurance
Approved for Use Approved for Use
Impact
Desion
Professional Engineer
Quality Assurance
Approved for Use Approyed
for Use
Impact
Design
Sea #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Pressure,
FL#15333-R2
Products
Seg #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
4
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48 FIN 12131/2017
No Yes
No
NIA
I
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017
No
Yes
No
N/A
5
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN172X72 12131/2017
No Yes
No
N/A
Quality Assurance
Approved for Use Approved for Use
Impact
Deslan
72X54
FLANGE
Seg #
Product Model. Number or Name
Product Descriotion Contract Expiration Date!
in HVHZ
Outside HVHZ
Resistant
Pressure
<
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3112017
No
Yes
No
N/A
7
SERIES GA 196 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48 12t3l/2017
No Yes
No
N/A
7
1445,5347 AND 5547 VERTICAL MULLION
1445,5347 AND 5547 VERTICAL MULLION 12/31/2017
No
Yes
Yes
N/A
72X54
FLANGE
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017
No
Yes
No
N/A
8
SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERM ALLY BROKEN ALUMINUM 12131/2017
No Yes
No
N/A
SLIDER 108X48
9
SERIES GA 505 ALUMINUM PW
PW NI 72X72 FIN
SERIES GA 505 ALUMINUM PWNl72X72 FIN 12131/2017
No Yes
No
N/A
CD
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017
No
Yes
No
N/A
SLIDER
0
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Florida Department of Business & Professional Regulation
Page I of 2
Florida Department of Business & Professional Regulation
Page 1 of I
Florida Department of Business Professional Regulation
Page 1 of 2
Cn
Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
U)
ICU
FLM3192-R4
FL#15272-Ri
FL#5444-R10
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Code
Type Versio
Manufacturer
Entity o
Contact Eno ineer & License Validated By
Date Date
Validated Submitted
Date Pending
FBC Approval
Date
Approved
Status
Code
Type M2LQ
Manufacturer
Entity o
Contact Enaineer & Licens Validated By
Date Date Date Pendina
Validated Submitted FBC Approval
Data
Aporoved
Statu
Code
Tylpe Versio
Manufacture
Entity o
Contact Enalneer & License Validated By
Date We
Validated Submitted
Date Pendina
FBC Approval
Date
Approved
Status
Revision 2014
James Hardie Building Products, Inc.
Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E.
08/2612015 08/1712015
09107f2015
10/16/2015
Approved
Revision 2014
Alsicle
NickThompson Lyndon F. Schmidt. P.E. Ryan J. King� P.E.
02/23/2015 02/1 9r`2015 03/0112015
04/15/2015
Approved
Revision 2014
CertainTeed Corporation -Roofing
Mark Hamer Robert Nieminen John W. Knezevich, PE
12/14/2016 12/08/2016
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) 851-6847 PE-591 66 (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
ain.com
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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-Rl
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Product Model, Number or Name
Product Description Contract ExDiration Date
in HVHZ
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Secl #
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Description
Quality Assurance
for Use Appromad
for Use
Im Pact
Design
1
Cemplank Lap Siding
fiber -cement lap siding 01/01/2018
Yes
Yes
N/A
N/A
1
a. ",2T" Soffit
Vent or Solid Vinyl Soffit 12t3112018
No Yes
No
NIA
Sea #
Product Model, Number or Name
Product Description Contract Expiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
2
HardiePlank Lap Siding
fiber-oement lap siding 01/01/2018
Yes
Yes
N/A
N/A
2
b. "�Alliance T4", Soffit
Vent or Solid Vinyl Soffit 12t3l/2018
No Yes
No
N/A
1
CertainTeed Asphalt Roofing Shingles
3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03t2017
No
Yes
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NIA
architectural asphalt roof shingles
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Florida Department of Business & Professional Regulation
Pagel of 3
Florida Department of Business & Professional Regulation
Page I of 1
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Building Codes and Standards
1/9/2017
Building Codes and Standards
2/6/2017
Product Approval Application Detail
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Date
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Approved
Status
C) LL
sea #
Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ Outside HVHZ
Resistant
Pressure
Code
Entity 0
Date Date Date Pendin;t
Date
Revision 2014
Thompson Architectural Metals Company, Inc.
Scott Brown James L. Buckner Steven M. Urich, PE
05/01/2015 04/29/2015
05/10/2015
06/2312015
Approved
ca -4� %4-
ICU
6
No. 15 UL
Asphalt saturated organic fell 01/0712019
No
Yes
N/A
N/A
Type Majig
Manufacture
Contact Eno ineer & License Validated By
Validated Submitted FBC Approval
Approved
Status 1
Category: Roofing
SubCategory: Roofing Accessories that
(813) 248-3456 PE-31242 (717) 317-8454
flvalidation@yahoo.com
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HomeGuard Building Products, Inc.
John Cheslak Intertek Testing Services NA, IntertekTesting Services 02tOl/2017 01/2512017
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(904) 240-1382 Inc. NA, Inc.
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john.chestak@hgwap.co (604) 520-3321
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FIL M. 12328
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Application Type: ALL
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Design
Category:
ALL
Subcategory: ALL
SeQ #
Product Model. Number or Name
Product Description Contract Exviration Date in HVHZ Outside HVHZ
Resistant
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Application Status: ALL
Compliance Method: ALL
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1 - "Flat Top Off Ridge Vent with Baffle for Tiie"
Minimum 26 Gauge Steel, Nominal 4', 6Ƈ, 12131/2019
No
Yes
No
N/A
Quality Assurance Entity Contract Expired: ALL
Product Model, Number or Name: ALL
Sao #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Pressure
8', or 10' Wide Off Ridge Vent Attached to
Product Description: ALL
Approved for use in HVHZ: ALL
1
ToughSkin Synthetic Underlayments
ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018
No Yes
NIA
N/A
Wood Deck
ToughSkin 30, ToughSkin 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"
8M39;, or 10', Wide Off Ridge Vent Attached to
Design Pressure: ALL
Date From: ALL
Wood Deck
Date To:
ALL
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 26 Gauge Steel, Nominal 4', 6', 12/3112019
No
Yes
No
NIA
for Shingles"
8', or 10' Wide Off Ridge Vent Xttch.d to
Wood Deck
Z
Z
Florida Department of Business & Professional Regulation
Page I of I
Florida Department of Business & Professional Regulation
Page 1 of 1
Building Codes and Standards
VIN2017
Florida Department of Business & Professional Regulation
Page I of 1
LU
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Building Codes and Standards
1/10t2017
Product Approval Application Detail
Product Approval Application Detail
FL#17202-RI
FL#2075-R7
Code
Entity or
Date Date Date Pending
Date
FL#16588-RI
Code
Entity o
Date Date
Date Pending
Date
U22. Versio
Manufacture
Contact Enaineer & License Validated By
Validated Submitted FBC Ai3proval
Approved
Status
Type ylc§12
Manufacture
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Aooroved
Status
Revision 2014
Lomanco, Inc
AndrewCarter James L. Buckner, P.E. Steven M. Urch, PE
05/01/2015 05/01/2015 05/10/2015
06/M2015
Approved
Code
Entity o
Date Date
Date Pend inn
Date
Affirmation 2014
Florida Metal Products Inc.
Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL
02127/2015 02t27/2015
03/09/2015
Approved
Category: Roofing
(501) 982-6511 PE-31242 (717) 317-8454
Tvpe Verslo
Manufacturer
Contact Encilneer & License Validated By
Validated Submitted
FBC Approval
Api)roved
status
SubCategory: Roofing Accessories that are an
acarter@lomanco.com
Affirmation 2014
O'Hagin Manufacturing, LLC
Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE
06/17/2015 06/17/2015
06/2512015
Approved
Category: Roofing
SubCategory., Roofing Accessories that are an
(904) 783-8400 (786) 315-2590
clark@flamco.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
Impact
Desion
Quality Assurance
Approved for Use Approved for Use
Impact
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Quality Assurance
Approved for Use Approved
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Seq
Product Model, Number or Nam
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Seq #
Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ Outside HVHZ
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Pressure
I
RV1 0
RVIC ALUMINUM RIDGE VENT 01/3112018
Yes
Yes
N/A
INIA
1
Deck -Air- DA-4
Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019
No Yes
No
+97.5/-97.5
1
0',Hagin's Cloaked Vent Tile
Attic Ventilation Product for tile roofing applications 04/04/2018
Yes
Yes
NIA
NIA
Mechanically Attached to Plywood Deck,
2
OmniRdge 74; PRO Vent PR04-N
Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019
No Yes
No
+NIAJ-165
Attached to OSB or Plywood Deck.
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Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
1/9/2017
Product Approval Application Detail
FL#15076-R3
C:
Florida Department of Business & Professional Regulation
Pagel of 3
Building Codes and Standards
1/9/2017
code
Entity o
Date Date Date Pending
Date
TVPe Versio
Manufacture
Contact Engineer & License Validated By
Validated Submitted FBC Aovroval
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
05106/2015 04/24/2015 05/11/2015
06/23/2015
Approved
Florida Department of Business & Professional Regulation
Page 1 of 1
Category: Shutters
(954) 689-7545 PE-44167 (954) 772-6224
Building Codes and Standards
1/9/2017
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 ling
Date
Professional Engineer
Type ygaj2
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
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Approved
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FL#1507rR3
Products
FL#15088-Rl
Revision 2014
Boral Roofing Monierl-ifetile
Thomas Jemmett ICC Evaluation Service. LLC Gary W. Walker
09/1012015 08/25/2015
09/2012015
Approved
Category: Roofing
(602) 269-2288 (205) &54-0160
Quality Assurance
Aooroved for Use Approved for Use
I m pact
Deslan
Code
Entity o
Date Date
Date Pend ino
Data
SubCategory: Roofing Tiles
thomas.jemmett@boral.co
Sea #
Product Model, Nurn Oer or Nam a
Product Description Contract Expiration Date
in HVHZ Outside HVHZ
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Compliance Method: Evaluation Report from a
m
1
20 Gage Galvanized Steel Storm Panels/HVHZ
Corrugated Galvanized Steel Storm Panels retained 12/3112017
Yes Yes
Yes
N/A
Revision 2014
Global Protection Products, ULC.
Tim Robinson Walter A. Ti lit Jr,, P. E. John W. Knezevich, PE
04/27t2015 04/24/2015
05103/2015
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
2
24 Gage Galvanized Steel Storm Panels/NHVHZ
Corrugated Galvanized Steel Storm Panels retained 12131/2017
No Yes
Yes
N/A
Subcategory: Fabric Storm Panel
tim.robinson@gppent.com
FL#7849-R9 Products
or not by tracks to provide hurricane protection.
Compliance Method: Evaluation Report from a
Quality Assurance
Approved for Use Approved
for Us
Impact
Design
Florida Registered Architect or a Licensed Florida
Professional Engineer
seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
FL#15076-R4
13
Saxony 700 - Shake, Slate & Split Shake
Flat Profile - Stockton 12131/2018
No
Yes
NIA
N/A
Code
Type jjMj2
Manufacturer
Entity o
Contact Enaineer & License Validated By
Date Date Date Pendina
Validated Submitted FBC Approval
Date!
Approved
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15
Saxony 900 - Country Slate, Shal�e & Slate
Saxony 900 - Country Slate, Shake, Slate &arrip, Split
Flay Profile - Henderson 12/31/2018
Flat Profile - Lake Wales 12t3l/2018
No
No
Yes
Yes
N/A
N/A
N/A
N/A
Revision 2014
Global Protection Products, ULC.
Tim Robinson Walter A. Tillit Jr., P. E. John W. Knezovich, PE
12/2112016 1212112016
Validated
Seg #
Product Model. Number or Name
Product Descriotion Contract Ex0ration 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
NIA
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 12/3112018
No
Yes
NIA
N/A
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
(D
25
Villa 900
Medium Profile - Denver 12/3112018
No
Yes
N/A
N/A
Professional Engineer
(D
26
Villa 900
Medium Profile - Stockton l2t3l/2018
No
Yes
N/A
N/A
FL#1507 -R4 Products
Quality Assurance
Acioroved for Use Anproved for Use
Im pact
Deslan
S_ #
Product Model, Number or Name
Product Description Contract Expiration Date
In HVHZ Outside HVHZ
Resistant
Pressure
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1
20 Gage Galvanized Steel Storm PaneistHVHZ
Corrugated Galvanized Steel Storm Panels retained 12/31/2017
Yes Yes
Yes
NIA
or not by tracks to provide hurricane protection.
0
2
24 Gage Galvanized Steel Storm PanelsINHVHZ
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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 I
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Building Codes and Standards
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Florida Department of Business & Professional Regulation
Page I of 2
Florida Department of Business & Professional Regulation
Page 1 of I
Cn
0-
Product Approval Application Detail
Building Codes and Standards
119t2017
Building Codes and Standards
1/9/2017
(D
FL#12856-R5
Product Approval Application Detail
Product Approval Application Detail
C/)
code
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Date Date
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FBC Approval
Approved
Statu
FL#17869-RO
FL#1999-R5
Revision 2014
Town and Country Industries,
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO,
04/2912015 04/28/2015
05/04/2015
06/22t2015
Approved
Category: Shutters
SubCategory: Storm Panels
(954) 493-8551 PE-0046549 P.E.
tomj@tc-alum.com (305) 510-8531
Code
T-0 Versio
Manufacture
gntity or
Contact Engineer & License Validated By
Date Date Date Pend ina
Validated Submitted FBC Approval
Date
Approved
Status
Code
Type Versio
Manufacturer
Entity or
Contact Enaineer & License Validated By
Date Date
Validated Submitted
Date Pending
FBC Apg)roval
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.
07103/2015 07/0312015 07/1012015
08/18/2015
Approved
Revision 2014
ITW Building Components Group Inc. Paslode
Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE
03/2512015 03/2012015
O3t29/2015
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@allamericanshufte
SubCategory: Truss Plates
sleMs@alpineitw.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
Approved for Use Apo
ved for Use
HVHIZ
Im nact
Resistant
Design
Pressure
Professional Engineer
FL#1999-R5 Products
seq #
1
Product Model, Number or Name
0.050", Aluminum Storm Panel
Product Descrintion Cont Expiration Date
0.050" Aluminum Storm Panelwith Optional 12/31/2018
in HV`HZ
No
Outside
Yes
Yes
N/A
FL#17869-RO Products
QualltV Assurance
Approved for Use Approved
for Use
Impact
Design
Uj
Clear Panels
Quality Assurance
Approved for Use Approved for Use
Impact
Desicin
Sect #
Product Model, Number or Name
Product Description Contract Expiration Oat in HVHZ
Outside HVHIZ
Resistant
Pressure
2
"Safety Edge" Storm Panels
"Safety Edge" Storm Panels, 28ga 12131/2018
No
Yes
Yes
+541-54
Said #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Tes
Pressure
�/A
1
ITW BCG Higher Strength (H & S)
Metal Connector Plate 12/31/2020
Yes
Yes
NIA
N/A
(0.0l8"&quoQ Steel, 0.022" Alum (Pert
22ga, 24ga Steel Panels
22ga, 24ga Steel Storm Panels 12/31/2017
No Yes
2
ITW BCG Hinge Plate
Metal Connector Plate 12131/2020
Yes
Yes
NIA
N/A
and Non -Pert), Clear Polycarb (Full and Halt)
3
ITW BCG Trulox
Metal Connector Plate 12/31/2020
Yes
Yes
N/A
N/A
3
24ga Steel Storm Panel
24ga (0,0232") Steel Storm Panel with Optional 12t3l/2018
No
Yes
Yes
+100/-100
4
ITW BCG Wave
Metal Connector Plate 12t3l/2020
Yes
Yes
N/A
N/A
Clear Panels
4
Aluminum Hinged Storm Panel
.050" Aluminum Non -Porous Hinged Storm 12131/2018
Yes
Yes
Yes
NIA
Panel
_j
SHE T NO
PA 1. 2
C_
-Fo Q)
>
2
2
cL o
CU -0 n
Florida Department of Business & Professional Regulation Page I of 1
Florida Department of Business & Professional Regulation Page 1 of 1
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Building Codes and Standards
119n0l 7
Building Codes and Standards
1/9f2017
Florida Department of Business & Professional Regulation
Page 1 of 1
cu —cu
C/5
Building Codes and Standards
1/9/2017
0
Product Approval Application Detail
Product Approval Application Detail
2
Product Approval Application Detail
-2
0 =
FL#2197-R5
FL#1644-R4
—0
C)
code
Entity o
Date Date
Date Pend ina
Date
code
Entity o
Date Date
Date Pend Ing
Date
FL#1645wR4
CIO 0 wz
TVPe Versio
Manufacture
Contact Enaineer & License Validated By
Validated Submitted
FBC Aparoyal
Approved
Status
T Versio
Manufacture
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Code
Entity o
Date Date
Date Pend ino
Date
Co C)
>
Revision 2014
MiTek Industries, Inc.
David Wert ICC Evaluation Service, LLC ICC Evaluation Service,
06/30/2015 G6/11/2015
07/05/2015
Approved
Revision 2014
Boise Engineered Wood Products
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered
05127/2015 M06/2015
06/02/2015
Approved
Type Versio
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
E cp
2
Category: Structural Components
(314) 851-7480 LLC.
Category: Structural Components
(541) 826-0200 Wood Association
Revision 2014
Boise Engineered Wood Products
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered
05127/2015 05/06/2015
06/02/2015
Approved
U) L_
SubCategory: Truss Plates
dwert@mii.com (205) 599-9800
Subcategory: Engineered Lumber
roberttaylor@bc.com (253) 620-7467
Category: Structural Components
(541) 828-0200 Wood Association
J=_ In CU
CL
Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
Subcategory: Engineered Lumber
roberttaylor@bc.00m (253) 620-7467
'0
cu
Product Evaluation Entity
Product Evaluation Entity
Compliance Method: Evaluation Report from a
U)
FL#2197-R5 Products
FL#1644-R4 Products
Product Evaluation Entity
FL#1645-R4 Products
Quality Assurance
Approved for Use Approved
for Use
Impact
Deslan
Quality Assurance
Approved for Use Approved
for Use
Impact
Desion
Sad #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
seq #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
Quality Assuran2e
Approved for Use Approved
for Us
Impact
Design
1
M18SHS
18 ga. super high strength truss connector plate 12/3112017
Yes
Yes
N/A
N/A
1
Versa -Lam
Laminated Veneer Lumber 01/01/2035
No
Yes
N/A
NIA
Sad #
Product Model. Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
2
Mil 16
16 ga. truss connector plate 12/3112017
Yes
Yes
N/A
NIA
1
AJS Joists
Wood "l" Joists 01/01/2035
No
Yes
N/A
NIA
3
MT18HS
18 ga. high strength truss connector plate 12/31/2017
Yes
Yes
N/A
N/A
4
MT20
20 ga. truss connector plate 12/3112017
Yes
Yes
N/A
N/A
5
MT20HS
20 ga. high strength truss connector plate 12131/2017
Yes
Yes
N/A
NIA
Search Criteria
Florida Department of Business & Professional Regulation
Pagel of 1
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards
1/9/2017
FL#6527-R6
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page 1 of 1
Code
Entity o
Date Date
Date Pend inn
Date
Building Codes and Standards
Type Versio
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
1/9/2017
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A, Rothman, P. E.
07/0612015 05/12f2015
07130/2015
Approved
FL#i58-R7
W
Category: Structural Components
(253) 924-4084 (608) 839-1344
Product Approval Application Detail
SubCategory: Engineered Lumber
jim.anderson2@vveyerhae
Code
Entity or
Date Date
Date Pending
Date
Compliance Method: Evaluation Report from a
user.com
TVI)e Verslo
Manufacture
Contact Enclineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
FL#1630-RS
Product Evaluation Entity
Revision 2014
CAST-CRETE USA, Inc.
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL
03/16/2015 02/2412015
03118/2015
Approved
FL#6527-RG Products
Category: Structural Components
(813) 621-4641 (786) 315-2590
Code
Entity or
Date Date
Date Pending
Date
SubCategory: Products Introduced as a Result of
cparrino@castcrete.com
Type Versio
Manufacture
Contac Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
status
Quality Assurance
Approved for Use Approved
for Use
Impact
Deson
New-rechnology
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, ULC James A. Rothman, P.E.
07/06/2015 05/1212015
07/3012015
Approved
secl #
Product Model, Number or Name
Product Description Contract Expiration Date
in HVHZ Outside HVHZ
Resistant
Pressure
Compliance Method: Certification Mark or Listing
Category: Structural Components
(253) 924-4084 (608) 839-1344
1
iLevel Rim Board
Structural Composite Lumber or Oriented Strand 03131/2017
No
Yes
N/A
N/A
FL#1 58-R7 Products
SubCategory: Engineered Lumber
Compliance Method: Evaluation Report from a
jim.anderson2@weyerhae
user.com
2
Microllam LVL
board Rim Board
Laminated Veneer Lumber 0313112017
No
Yes
N/A
N/A
Quality Assurance
Approved for Use Approved for Use
Impa
Desion
Product Evaluation Entity
3
Parallarn PSL
Parallel Strand Lumber 03/31/2017
No
Yes
N/A
NIA
Sad #
product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressure
4
TimberStrand LSL
Laminated Strand Lumber 03/3112017
No
Yes
N/A
N/A
1
High Strength Concrete Lintels
4, 6, 8, and 12 inch wide lintels 05/21/2016
Yes
Yes
N/A
N/A
FL#1630-RO Products
Quality Assurance
Approved for Us Approved
for Use
Impact
Design
FL#6527-R7
FL#158-R
Seg
Product Model, Number or Name
Product Description Contract Expiration D in HVHZ
Outside HVHZ
Resistant
Pressure
Code
Entity o
Date Date
Date Pending
Date
Code
Entity or
Date Date
Date Pend Ina
Date
1
TJI 110
Prefabricated Wood I -joist 03131/2017
No
Yes
N/A
N/A
Tvoe Versio
Manufacture
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Aooroved
Status
Type 7ersio
Manufacture
Contact Engineer& License Validated By
Validated Submitted
FIBC Approval
Approved
Status
2
3
TJ1210
TJ1230
Prefabricated Wood I -joist 03/3112017
Prefabricated Wood I -joist 0313112017
No
No
Yes
Yes
N/A
N/A
N/A
N/A
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E.
10/3112016 10/25/2016
11/05/2016
Approved
Revision 2014
CAST-CRETE USA, Inc.
Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL
05106/2016 04/29/2016
05/06f2016
Approved
4
TJ1360
Prefabricated Wood [-joist 03/31/2017
No
Yes
N/A
N/A
Category: Structural Components
(253) 924-4084 (608) 839-1344
Category: Structural Components
(813) 621-4641 (786) 315-2590
5
TJ1560
Prefabricated Wood I -joist 0313112017
No
Yes
N/A
NIA
SubCategory: Engineered Lumber
jim.anderson2@weyerhae
SubCategory: Products Introduced as a Result of
cparrino@castcrete.com
6
TJI/560D
Prefabricated Wood I -joist 03/3112017
No
Yes
N/A
N/A
Compliance Method: Evaluation Report from a
user.com
NewTechnology
Product Evaluation Entity
Compliance Method: Certification Mark or Listing
FL#6527-R7 Products
FL#158-R8 Products
-
Sea #
Product Model, Number or Name
Quality Assurance
Product Description Contract Expiration Date
Approved for Use Approved
in HVHZ
for Use
Outside HVHZ
Impact
Resistant
Design
Pressure
Seg #
Product Model. Number or Name
Quality Assurance
Product Description Contract Expiration Date
Approved for Use Approved
in HVHZ
for Use
Outside HVHZ
Impact
Resistan
Deskin
Pressure
1
Mcrollam LVL
Laminated Veneer Lumber 03131/2017
No
Yes
N/A
N/A
1
High Strength Concrete Lintels
4, 6. 8, and 12 inch Wide lintels 05/21/2017
Yes
Yes
N/A
N/A
2
Parallam PSL
Parallel Strand Lumber 03/3112017
No
Yes
N/A
N/A
3 TimberStrand LSIL Laminated Strand Lumber 03/31/2017 No Yes NIA N/A
4
TJ Rim Board
Structural Composite Lumber or Oriented Strand 03/31/2017
No
Yes
N/A
N/A
board Rim Board
5
Weyerhaeuser Rim Board
Oriented Strand Board Rim Board 03/31/2017
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Page 1 of 1
Florida Department of Business & Professional Regulation
Page 1 of 1
Building Codes and Standards
119r2017
Florida Department of Business & Professional Regulation
Page 1 of 1
0
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Building Codes and Standards
IW2017
IN
Product Approval Application Detail
Product Approval Application Detail
FL#5450-R5
FL#1774-R4
Code
Entity or
Date 20
Date Pending
Date
FL#11383-114
TV100 Versio
Manufacture
Contact Enalneer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Code
Type Versio
Manufacturer
Entity or
Contact Engineer & Licens Validated By
Date Date
Validated Submitted
Date Pendina
FBO Approval
Date
Approved
Status
Revision 2014
Powers Steel Inc.
william powers Steven W. Schaub SAMUEL A.
03/26/2015 03123/2015
03130/2015
06/23/2015
Approved
Code
Tvpe
Manufacturer,
Entity or
Contact Enaineer & License Validated By
Date Date
Validated Submitted
Date Pending
FOC Approval
Date
Approved
Status
Revision 2014
Commercial Concrete Products,inc.
Robert Gillis TH UY H. HUYNH Florida Engineering
07/03/2015 06/24/2015
08/2012015
08/26/2015
Approved
Category: Structural Components
Subcategory; Products Introduced as a Result of
(602) 437-1160 PE-60509 GREENBERG, P.E,
bill@pavverssteel.com (813) 645-0166
Revision 2014
Powers Steel Inc.
william powers Steven Schaub SAMUEL A.
03/26/2015 03/23/2015
03130/2015
06/22t2015
Approved
Category: Structural Components
(813) 659-3707 PE-60122 Solutions
NewTechnology
Category: Structural Components
(602) 437-1160 PE-60509 GREENBERG, RE,
SubCategory'. Products Introduced as a Result of
precastgator@yahoo.com (352) 588-5311
Compliance Method: Evaluation Report from a
Subcategory: Products Introduced as a Result of
bill@powerssteel.com (813) 645-0166
NewTechnobgy
Florida Registered Architect or a Licensed Florida
NewTechnology
Compliance Method: Evaluation Report from a
Professional Engineer
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5450-R5 Products
Professional Engineer
FL#1774-R4 Products
Quality Assurance
Aoproved for Use Approved
for Use
Impact
Design
F L#i i 383-R4 Products
Sao #
Product Model, Number or Name
Product Description Contract Expiration Date
in HVHZ Outside HVHZ
Resistan
Pressure
Quality Assurance
Approved for Use Approved
for Use
Impact
Design
1
PSbox8LT, PSboxBLT(5-5/8)
Powers Steel lintels are field assembled lintels 01/27/2017
No
Yes
N/A
N/A
Quality Assurance
Approved for Use Approved for Us
impact
Design
Seg #
Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ
Outside HVHZ
Resistant
Pressure
consisting of preformed steel lintels combined with
§W
Product Model, Number or Name
Product Description Contract Expiration Date In HVHZ
Outside HVHZ
Resistan
Pressure
1
Quality Precast or Commercial Concrete Products
Precast and Prestressed Concrete Lintels 06/2512024
No
Yes
N/A
NIA
concrete masonry units, grout, and steel reinforcing
1
PowerBOX8 Lintels
Powers Steel Lintqls are field assembled consisting 01/01/2017
No
Yes
N/A
N/A
bars.
of preformed steel lintels combined with brick or
concrete masonry units, grout, and steel reinforcing
bars,
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