HomeMy WebLinkAbout2988 Moulden Hollow DrINDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
ABBREVIATIONS
SN
STRUCTURALNOTES
SN1
DETAILS
AS or A.B.
Anchor Bolt
FIN FLR or FF or Fin. Mr. Finished Floor
PWDR or Pwd.
Powder Room
S3M
MONO DETAILS
ABV or Abv.
AC or A/C
Above
Air -Conditioner
FIX or FXD Fixed
FLR or FIr. Floor
RA or R/A or R.A.
RAG or Rag.
Return Air
Return Air Grill
S4
DETAILS
S5
DETAILS
ADJ or ADJ. Adjustable
FLR SYS or Fir Sys Floor System
RAD or Rod. Radius
AFF orA.F.F.
AHU or A.H.U.
Above Finished Floor
Air Handler Unit
FOM or F.O.M. Face Of Masonry
FP or F.P, Fireplace
REC or Rec.
RECEPT
Recessed
Receptacle
SS
RETROFIT DETAILS
D 1
SECTIONS & DETAILS
ALT or ALT. Alternate
FR DR French Door
REF or Ref. Refrigerator
BC
BF
Base Cabinet
Bifold Door
FRT Front
FT or Ft, Foot/ Feet
REINF
REQD or Req'd.
Reinforcing
Required
'e-00—
7t:a.
WP
WATERPROOFING DETAILS
PA1.0
DU T APPROVAL NUMBERS
BK SH or Sk Sh BookShelf
FTG or Ftg. Footing
RM or Rm. Room
BLK or BILK.
BLW or BLW.
Block
Below
GALV or Galv. Galvanized
GC or G.C. General Contractor
RND or Rnd.
RO or R,O.
Round
Rough Opening
PA1.1
PRODUCTAPPROVALNUMBERS
BM or Sm.
Beam
GFI or G. F. 1. Ground Fault Interrupter
RS or R/S or R&S
Rod and Shelf
ddef:
PA1.2
PRODUCTAPPROVAL NUMBERS
BOT or Bot
Bottom
GT or G.T. Girder Truss
SID or SD.
Smoke Detector
PA1.3
PRODUCTAPPROVAL NUMBERS
BID or B.P. Bypass(door)
GYP BD or Gyp. Bd. Gypsum Board
SO FT or SF or S.F. Square Foot (feet)
BRG or BRG.
Bearing
HB Hose Bibb
SGD
Sliding Glass Door
C
Carpet
HDR or Hdr. Header
SH or Sh.
Shelves
d d
CAB Cabinet
HGT or Hgt. Height
SHWR or Shwr. Shower
i
CIR or Cir.
Circle
HH or H.H. Hand Held (plumbing faucet)
SHT
Sheet
__J
CJ or C/J
Control Joint
HORIZ Horizontal
SL or S.L.
Side Lights
CLG or CIg. Ceiling
HS Hard Surface (flooring)
SPF or S.P.F. Spruce Pine Fir
mu
C COFF or Coff.
Concrete Masonry Unit
Coffered or Tray Ceiling
ILO In Lieu Of
INSUL or Insul. Insulation
SPECS or SPECS.
SO or Sq.
Specifications
Square
1:1 El 1:11:1 D
El
COL or Col.
COMM or Comm.
Column
Community
INT or Int, Interior
KIWALL or K/Wall Kneewall
STO
SW or S.W.
Storage
Shear Wall
D Ll
COMP or Comp.
Compressor
KS or K.S. Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
CONT or Cont.
CT or C.T.
Connection
Continuous
Ceramic Tile
LAUN or Laun. Laundry
LAV or Lay. Lavatory
LF or L.F. Linear Ft.
TB
TEMP or Temp.
THIKN or Thik'n
Towel Bar
Tempered
Thicken
E I E E 1 [71 FF 77 F - D LE71
D or D.
DB
Dryer
Door Bell
LL Lintel Length
LT Laundry Tub
TOB or T.O. B.
TOMorT.O,M,
Top of Block
Top of Masonry
El FE] —1
F17 I F 11 1-711:1 IE
DBL or Dbl, Double
MGT Management (room)
TOP or T.O. P. Top of Plate
DCF
Decorative Cementitious Finish
MAS or Mas. Masonry
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MAX or Max Maximum
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MC Medicine Cabinet
TRANS WOW or Trans.
Transom Window
DIA or Dia.
Diameter
MFR or Wr. Manufacturer
TYP or Typ.
Typical
DISP or Disp. Disposal
MW or MICRO or Micro. Microwave
LIC or u.c. Under Counter
DIST or Dist.
Distance
MIN or Min Minimum
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
MIR or Mir. Mirror
UNO or U.N.O.
Unless Noted Otherwise
DS or D.S. Drawer Stack
MIL or M.L. Microlam
V or v. Valve (shower or tub/shower)
DTL
Detail
MONO or Mono Monolithic
V8
Vanity Base
DV or D.V.
DryerVent
NTS or N.T.S. Not to Scale
VERT or Vert.
vertical
DVP or D.V.P. Diverter Valve (plumbing)
OE or O.E. Ownes Entry
VL or V. L. Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g. Opening
VTR
Vent through Roof
EA or Ea.
Each
OPT or Opt. Optional
Worw
Washer
EW or E.W.
Each Way
PC Pull Chain
Worw/
With
ELEC or Elec.
ELEV or Elev.
EQ
EXT or Ext.
Electrical
Elevation
Equal
Exterior
PED or Pod. Pedestal
PH Phone
PKT or Pkt. Pocket (Door)
PL or P.L. Parallom
WC or W/C or W.C.
WA or W.A. Wedge
WD or Wd
WDW HDR or WDW. HDR.
Water Closet (toilet)
Anchor
Wood
Window Header
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SHALL COMP WffH— PREVAILING
I CIRInA BIJILDINQ CODE,
ATIONAL
ELEC"7t��-. 'ODE,
D ...-
RDINANCES
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EXP or Exp.
FBC
Expansion
Florida Building Code
PLF Pounds per linear foot
PLT HT or Pit. Ht. Plate Height
WH or W. H.
WIC or W.I.C.
Water Heater
Walk-in Closet
FDN or Fc1n.
Foundation
PLNT SHLF or Pit. Sh. Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
R C V; 'IiOATE-JAN 2 8 9019
� .
FXD GIL
FG
FIN
Fixed Glass
Fiberglass (Shower Pan)
Finished
PSF Pounds per square foot
PT or P.T. Pressure Treated
PW or P.W. Pre -wire
WP
WS
VWVF
Water Proof(ing)
Water Softener
Welded Wire Fabric (Mesh)
CITY C)i- "'u-p-Hy R
PLANSEZ."."L3 HILL
REVISIONS
08-20-15 1.0
NEW BASE PLAN
C,
01
12-8-15
2.0
FRAME -WALK REVISIONS
00
12-28-17
3.0
2017 FBC UPDATES
MEAN ROOF 15 FT. HIGHTYPICAL
FOR SINGLE STORY HOMES
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
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
C*4
CODE REFERENCES ARE SUMMARIES
.0
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
-2
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
Do
responsible for any plan errors, omissions,or misinterpretations
C*4
1791
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement. I
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications oontainsd within these
drawings comply with the 2017 Rodde Building Code -
Residential 6th Edition. Engineer's signature and sea] is only for
the structural engineering portions of the drawing pages bearing
Englneeessignature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www,LennarTampa.com
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DATE 10/29/2018
TECH: MAMES
VERSION NO' 4e0
SHEET NO.
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4068 B.F.
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HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2XII 0 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FILITCH PLATE
<@>(2)
- 1 3/4" X 11 1/4 LVL
2.OE Fb=2600 PSI
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2600 PSI
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- 13/4" X 16"
LVL 2.OE Fb=2600 PSI
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2600 PSI
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 JX 25j
S.H.
13
20 X 38J
18JX 37J
S.H.
14
20X50j
18 j X 50
S.H.
is
20 X 63
18 j X 62 4
S.H.
16
20 X 72
184X 714
S.H.
11-12
27 1/4 X 26
26 X 25
S.H.
11-13
27 1/4 X 38 j
26 x 37
S.H.
11-14
27 j X 50 j
26 x 50
S.H.
11-15
27JX63
26 X 62 1/2
S.H.
11-16
27JX 72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S.H.
23
37JX38j
36 j X 37 3/4
S.H.
24
37JX50j
36 4 X 50
S.H.
25
37 1 X 63
36 j X 62 1/2
S.H.
26
37JX72
36 j X 71 1/2
S.H.
DOUBLE 2
WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52JX254
S.H.
33
54 X 38 j
52 4 X 37 j
S.H.
34
54 X 50 j
52 4 X 50
S.H.
35
54 X 63
52 j X 62 4
S.H.
36
54 X 72
524X 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
L_
79 X 59
N/A
I
S.H.
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General Notes
R302.5 Dwelling/Garage Open ing/Penetration Protection.
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection. Openings from a private garage
directly into a room used for sleeping purposes shall not be
permitted. Door between garage and residence shall be equipped
with solid doors not less than 13/8" in thickness, solid or
honeycomb -core steel doors not less than 13/8" thick, or
20-minute fire -rated doors.
R302.5.2 Duct Penetration. Ducts in the garage and ducts
penetrating the walls or ceilings separating the dwelling from the
garage shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no openings
into the garage.
R302.5.3 Other Penetrations. Penetrations through the separation
required in Section R302.6 shall be protected as required by
section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated 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 top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools, 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 at 10
feet. Any deactivation switch shall be located at least 54 Inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
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NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +34.0 / -44.8
WALL LEGEND
MASONRY HGT. @ 9-4- A.F.F.
TYP. 2x FRAME WALL
INTERIOR BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION
1 ST FLOOR LIVING AREA 1817
LIVING TOTAL 1817
GARAGE 427
FRONT ENTRY 32
TOTAL AREA 2276
FIRST FLOOR PLAN - Al
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
SCALE: Y4"= 11-011
GARAGE SEPARATION
I (GARAGE / LIVING)
R-11/R-13 KRAFTFACED
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To the best of the Engineers howledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th EdItIon. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
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TECH: MIAMES
VERSION NO' 4mO
SHEET NO.
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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 2017 Florida Building Code .
Residential 6th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE : AS NOTED
DATE : 10/29/2018
TECH: MJAMES
VERSION N0. 4mO
SHEET NO.
2.0
Tftl�
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16'-0" RIDGE VENT
I "xl 0" SMOOTH
TEXTURED BAND
1 1-011
TEXTURED FINISH
FRONT ELEVATION — Al
SCALE: 1/4"=V-0"
3'-0 RIDGE VENT
. . . . . . . 12
5
12 17
st
T.O.P.
T.O.M.
HDR HGT
C�'
TEXTURED
9
FINISH ON C 00 60
(TYP.)
CEMENTICIOUS
M. U.
c"'
25 SH 25 SH
F.FL.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- --- — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
cc
01
M1 LEFT ELEVATION — Al
11 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
R703.7 Exterior plaster.
Installation of these materials shall be In compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 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.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall Include
a water -resistive vapor -permeable barrier. The individual layers
shall be Installed independently such that each layer provides a
separate continuous plane and any fleshing Intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material In
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water Into the wall
cavity or penetraflon of water to the building structural framing
components. Flashing shall be installed at the follovAng locations.
• Exterior winclow/door openings.
• Intersection of chimneys or other masonry constructions 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 Flodde Building Code 6th Edition
(2017) 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 venfilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN -
(Values to be vedfied with Manufacturer Specifications)
* RIDGE VENTS 15 SO. IN. OF NET FREE AREA/ LINEAR FT.
* OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT.
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drawings comply with the 2017 Florida Building Code -
Residential Oth Edition. Engineers signature and seat Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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REAR ELEVATION — Al
SCALE: 1/4"=V-01"
RIGHT ELEVATION
SEE Al
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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
R703.7 Exterior plaster.
Installation of these materials shall be In compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corroslon-resistant
materials. Attached per ASTM C 1063,
R703.7.2 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.
R703.7.3 Water -Resistive Barriers.
Water -resistive 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 (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 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/cloor openings.
Intersection of chimneys or other masonry constructions 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, docks 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 6th Edition
(2017) 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 rJO0 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 FOLLOWNG VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
*SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT.
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drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal to only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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Residential Bth Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44"AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be In accordance with R314.1 and listed in accordance With UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2014 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2014 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' of the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the
requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing
of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and
18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
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DUPLEX CONVENIENCE OUTLET
I.An'
F14F
DUPLEX OUTLET ABOVE COUNTER
0W.P.
WEATHERPROOF DUPLEX OUTLET
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GROUND FAULT INTERRUPTER DUPLEX OUTLET
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DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
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WALL SWITCH
$3
THREE-WAY SWITCH
CS .
24
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
)::�LED
LED CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCHI
CHIMES (OPTIONAL)
F9
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
09
ELECTRIC METER
A1111071
ELECTRIC PANEL
Masi
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 14,250.94
200A INDOOR PANEL
CENTER
b #14 copper ioWhla& outlets
NEMA 1
200 AMP 10 # 12 copper to 20 amp cirts
10 #10-2 copper to WH
10 0 10-3 copper to Dryer
METER T
n r 2/0 or 410 SER AJu
200 amp
150 amp
4 Bare Cu Ground
CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
VERIFY METER LOCATION
WITH BUILDER
MAIN ELECTRICAL PLAN
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the structural plans and specificatIons contained within these
drawings comply with the 2017 Floirlds Building Code -
Residents[ 8th Edition, Engineer's signature and seal is only for
the structuml engineering portions of the drawing pages bearing
Engineer's signature and seat.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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VERSION No' 4n0
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ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SO. IN. of
by Upper
SQ. IN. Of of vented
ventilation
IN. of
of
vented
ventilation to
be provided
SO. IN, of
SO ' IN i of
Ventilators
(See Elev)
required soffit
ventilation
soffit
by upper
Ventilation
Ventilation
needed
required
needed
ventilators
Main
19.000000
2.000000
Floor
2276
2185
312
1092
78
546
561.0
285.0
—
276.0
(Zone 1)
**NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 6th ED. RESIDENTIAL.
ROOF PLAN
SCALE: Y4"=1'-O"
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
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 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.
R703.7.3 Water -Resistive Barriers.
Water -resistive 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 (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 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 constructions with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
I Attic Ventilation I
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) 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 FOLLOWNG VALUES, SEE ROOF PLAW
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
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To the best of the Engineers knowiedge, information and Wlef,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal Is only for
the structural engines6ng portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
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TECH: MJAMES
VERSION NO' 4s0
SHEEr NO.
5.0
TYP
H.B.
2'-6" x 2'-6" x 1'-0"
W/ (3) #5'S E.W.
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INDICATES FILLED CELL w/ 3000
PROVIDE Yj'x 9"
PSI CONC. GROUT FROM FT. TO
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STEPS AS
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DOWELS 5" EMBED W1 25" EXT.
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SCALE: Y4"= V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -F- OF THE FBC 6th EDITION (2017)
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
VWVF PLACED IN
1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB
THICKNESS WHERE
OR FIBERMESH
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FOUNDATION PLAN
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REINF. SEE FND. FOR
QUANTITY
- #5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
**Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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To the best of the Engineer's knowledge. information and belief,
ft structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Realderrdal ft Edition. EngirmWs signature and seal is only for
the structural engineering portions of the drawing pages Maring
Englneer's signature and seal.
LENNARI
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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UPLIFT CONNECTION CROSS-REFERENCE
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MARK
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USP MANUFACTURING, INC.
(�
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
600
535
10 - 8d
T7A
670
565
10 - 8d X 1 1/2"
D
H3
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320
8 - 8d
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610
52
8 - 8d X 1 1 /2"
E
META20
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HTA20-18
140
1400
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F
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10 -10d x 1 1/2"
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518"ANCH. 314"STUD BOLT
TDX6
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—
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TDX10
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—
4 - 7/8" DIA. BOLTS
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JUS26
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—
8 - 10d
P
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1335/2820 "*
20 -16d x 31/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
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HUS28
2000/4220'"
1720/3125
30 -16d x 3 1/2"
HUS28
2570/4345
—
30d -16d 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 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
MGT/MUGT
3140
3140
22 -10d X 1 5/8" ATR W/ 5"EMBED W/ SIMPSON "SET"
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)10d NAILS AND
(5) 1/4" x 3"WEDGE
BOLTS
*X*
HTS 20
1450
1245
24-10d X 1 1/2"
HTW20
1530
1285
24-10d X 1 1/2"
SP1
585
535
1 - 1
SPT22
685
8 -1010
SP2
1065
605
12-10d
SPT24
1030
12-10d
12-1 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 RECt'D ON ROOF PITCHES 3/12 &LOWER.Will
LOADS —ROOF = L / 360 FLOOR = L / 480 W/3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP
DETAIL
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To the best of the Enpinear's knowledge, information and !relief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Realdentlal 6th Edition, Engineer's signature and seal is only for
the structurel engineering portions of the drawing pages bearing
Engineer's signature and seal.
LENNAR
4600 W. Cypress St, Suite 200
GENERAL INSTALLATION N TES
1 ' Provide full mortar head and bed joints.
2' Shore filled onteis as required.
3 ' Installation of lintel must comply with the architectural andtor structural drawings.
4. 1.1-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 U1 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-plaoe 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
oDatlng.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical I Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS
8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T
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8F44 1 B/I T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T
FORM & GROUT SOUD
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8F12-1B/1T
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VLINTEL DETAIL
SCALE - N.T.T_
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F = FILLED WITH
GROUT / U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
W
8F16-
EB/1T
tNOMINAL.
QUANTITY OF
WIDTH
#5 REBAR AT
TOP
NOMINAL -
HEIGHT
MATERIALS
1. rc precaiRTntells - 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 I I" slump.
5. Concrete mewry units (CMU) per ASTM C90 w/
minimum not area compressive strength - 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
REBAR
IN.
AT TOP
(1) REQ'D
LEAR
ALTERNATE POWERS
STEEL LINTEL
4
A 4
#5 REBAR AT TOP
44
GROUT
MIN. (1) REQ'D_ 1-1/2"CLEAR
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*NOMINALWIDTH '
N R INDICATED
(VARIES)
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)
P,
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16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturees specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturees specifications.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/detalls for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the comentifluos coaling. See contractor specifications
6-10" LL
4'-6" LL 4'-6" LL
6-16" LL
(�) MIN.
17'-4" LL
5'-10" LL
LINTEL PLAN
SCALE: Y4"=1'-O"
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To the best of the Engineers knowledge, atlon and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential Sth Edition. Engineer's signature and seel is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/29/2018
TECH: MIAMES
VERSION NO - 4v0
SHEET NO.
8.0
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR's RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D,CBA-A, ORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALCUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS,
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 IMM) 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 308.4.2, ITEM 3, 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 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36
INCHES ± 2 INCHES (914 1 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD
OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN
HEIGHT,
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAO) 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, 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 1014 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 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5fTMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017)
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 TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1-1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
IST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1-5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7PSF
BOTTOM CHORD: 10 PSF
2.1-10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC 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 6th ed. (2017),
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 + WL
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 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3-
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-1-P CONCRETE NOT EXPOSED:
1 Y2�
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRE E (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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 BEARING WALLS SPIF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE ARA RATED STRUCTURAL
SHEATHING 15/32"EXP 1 OR 7116" 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 OSI3 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 TRUISSES* BY THE
ANSI/TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
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: ASTIM 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.
MAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION
R318,
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1- "A Perrpanent si
in which identifies the termite treatment provider
and need for rewinspection and tr atment 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. Irrigatior, rinklergstems includinjall risers and
spray heals shall t be installed w hin V-0" of the building side wall.
4, FBC-R R318.7- To pr,?vide for inspecti?n for termite infestation, between
wall covering and fine earth grade she I not be less than 6 inches.
Exception: Paint or decorative cernentitious finish less than 518"
thick adhered directly to the foundation wall.
5. FBC-R R-318. 1.1 - Initial treatment shall be done after all excavation
and backfill Is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7, FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra
etc,, shall be made with permanent metal or plastic forms. Permanent forms must
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rQinf;lll occurs befdre vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 -b�ncrete over
rpo i ri er
sof and mortar along the foundat on pe met
must be removed ore exterior treatment.
10. FBC-R R318.1,6 - Soil treatment must be applied under all exterior concrete
or grade within T-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An ext9rior vprtical chemi;al barripir mupt be instaltr afte[lad
construction is complete, Inclucling landscaping and irrigation. Any soj distur
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre-constructon treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin apartment
b a licensed pest control company before a certficate of occupancy WII%9 issued.
Tge certificate of compliance shall state: 'The building has received a pwplete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -
"C" (FBC-R 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: 5B SINGLE 90
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,.
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications oontalned within these
draMngs comply with the 2017 Flodds Building Code -
Residential 6th Edibon. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal,
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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-
DATE 10/29/2018
TECH: IVIJAMES
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8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6- O.C. EDGES &
4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
0. 113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
NOTE: r FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCIOJoist
BackerBlock
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1 -1 /8" or two 1/2"
6000S 1.811.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500S 1.8/1.7
wood pariels,
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
I Double 2 x — lumber
FILL CELL
CONT. #5 STD. 900
BAR HOOK
STD. 900 HOOK BOND BEAM
CONT. #5
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
COW. BASE PLATE
BEARING COLUMN 'PLYWOOD FLOOR
SEE PLAN FOR REQ'D
COLUMN AND SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
1� I
Z
;,.�:MASONRY WALL OR
INTERIOR BRG, WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
above to bearing below. STUDS
SECTION @ INT. BRG. WALL
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
N.T.S.
.1p
1/8"
2" max.
Clinch nails
when
possible
min.
Small gap 2" min.
4" max.
Web Stiffener Fasten L er Schedule
__B_
Filler blocking
1/8"gap
Joist
Series
Depth-
earing
End
2-8d
2-8d
ocation
Intermediate
2-8d
BCI 5000s-
9-1/ 2'
11-7/ "
8
3-8d
5-8d
2-8d
3-8d
5-8d
14"
9-1/2'
11-7&'�
2-8d
2-8d
2-8d
BCI 6000
BCI 650
1 14"
2-8d
-6--8d
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 -------- ---
77
BCI 60s8
16"
1-74'
2-8d
24d
3-8d
5-8d
14"
16"
2 -#d_
2-8d
6-8d
stiffener
3-16d
5- -_
-16d
—
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
2" min-
4"
BCI 90SO
11-7/81,
14"
21-16d
5-16d
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or
max. 16" 6-16d 6-1
6d
OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. hi
her than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls over squash=20 blocks and
require additional wall or beam below.*
consideration. Check _f
local building C11/116"
code for appropriate
details in One 1 Od box
areas=20 of high or--21 sinker
101.011 lateral load. nail each side
atbearing.
TANK-LESS—W/H___
0
10-_0
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 0 0 0
51-0"
STUB -OUT FOR L
GAS METER 0
9
MEASUREMENTS ARE FROM FINISHED FLOOR
t2 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
TY**
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN'
IF
001
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4' @ 16" O.C.
71-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
(3) 16d TOENAILS
2" X 10' @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12- @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
211 X 4" @ 24" O.C.
6-11"
(2) 16d TOENAILS
2" X 6- @ 24" O.C.
81-61
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-011
(2) 16d TOENAILS
211 X 1011 @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
154"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS D EgIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
t1m.1" 110d) nAk at A" n.r.
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
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
19
I
g.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pff max. along bearing wall
Required on interior walls: - for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
E
3" max
JOISTS OFFSET
Whe
13/4
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
�k
A ROUND HOLE
MAY 6-7 6'.� DO NOT CUT HOLES
BE CUT ANYWHERE IN LARGER THAN %"
C I%NTI I
EVER
THE WEB. PROVIDE AT IROI IND IN
LEAST 3" OF CLEARANCE
m
CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2'
8
V-0"
11�4"
l-2"
V-2"
V-3"
V-3"
V-7"
11�-1111"
74"
7-9"
3'-2-
3!-7-
_k6y_W"_Foi_st' 12
V-0"
V-11"
1!-2"
V-2"
V-3"
1'-9"
74"
2!-11"
3�4"
4%2"
4%9"
5'-4"
Span (ft) 16
1%0"
V-1"
l-2"
V-2"
V-7"
2'-5"
3-2"
3'-10"
4'-9"
5-7"
6'4"
7!-2"
20
V-0"
V-11"
11�-2"
V-2"
2'-0"
3'-0"
4'-0"
4'-10"
5!-11"
W-111"
7'-11"
8'-11"
24
V-0"
11�-11"
11�-2"
V-3"
7-5"
3!-7"
4-9"
5!-10"
7-2"
8-4"
9%6"
10!--9"
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.
KNOCKOUT HOLES TURNED WITHER
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 1Y2
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.
N.T.S.
JC
SIMPSON MGT
w/ (22) 10d 2L__�
NAILS TYP.
GIRDER TRUSS
2X TOP PLATE
5/8"D
THRU
BOLT
2 X B.U.0
SIMPSON MGT
w/ (22) 10d
NAILS TYP.
TYPICAL SIMPSON MGT TO
-UP COLUMN DETAIL
BUILT
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20
HETAL20 INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 10d nails.
':,�nstall tight to top flange. SLEEVE THRU STEM
SEE PLAN FOR A
.,! .. 44
FOUNDATION INFO
STEM FOUNDATION
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
1/4"-2"gap—
Backer Block
"Top Mounf' "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
/ne stiffner as
Web stiffeners are not required when top ired if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0*6 X Joist
depth
I -JOISTS BUCKETS
N.T.S.
A
ff��
6M�
_;11
(2) #5 REBAR
C
CHASE
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H 1 OA
(WHEN
SIMPSON H1
OA
1 11 Tj REQUIRED)
w/ (118) 1 Od x 1/21'
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP 2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
4111iiiiII11=41111iiiii
NOR
PLUMBING LINE
PVC OR SCH40 SLEEVE
4. d
SEE FND. PLN.
SIZE & R�
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'-0"
CENETERED @ P
IPE
PENETRATION
. . . A
At V
IPVC OR SCH40 SLEEVE
r- PLUMBING LINE
..4
410. 'A
A
4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-011 PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
N;q [Al A
4
4
Aq
. .4
A
4
4
4
SEE FND. PLN.
SIZE & REINF.
1 1! , I . . I I ''I
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To the best of the Engineers knoWedge, information and be;ief,
the structural plans and specifications cDntained within these
dr&Mngs comply with the 2017 Flodda Building Code -
Residenbal 8th Edition. Engineers signature and seal Is only for
the structural engineering pofflons of the drawing pages bearing
Engineers signature and seaL
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
WWW LennarTampa.com
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SCALE AS NOTED
DATE 10/29/2018
TECH: MIAMES
VERSION N 0' 4nO
SHEET NO.
SN 1
_j
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
(TYP.) VARIES
MIS
5/8" OR 1 r2" H IG H ---
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE ')V @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7- O.C.
CEILING & 8"O.C. WALLS
INSULATION PER
CHART ON FLOOR Lj
PLAN
1x2 P.T. HORIZONTA
NAILER
STD. 90-HOOK (SEE DETAIL
V (1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS HGT. FOR WALL HGT. 15 V-13". (2)
@ 16" O.C. W/ ( ROWS 2x BLOCKING @ 3rd PTS
16dTOENAILST _\2�
2)
&B FOR WALL HGT. > V-15",
1/2' GYP. WB (MIN.) @ GARAGE SIDE IF 2E
APPLICABLE.
2x P.T. PLATE - 1/4"DIA. X 31/4" TAPCONS @ 24"O/C &
@ 6" MAX FROM END OF 2 x PLATE E
(1) LAYER TYPE 11 (#30) (2) #5 CONT. ON 3Y" 6 x 6 WIA x W1.4
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
PITCH > 4:12 7
(2) LAYERS TYPE I OR TYPE 11 Y A
(#15 OR #30) UNDERLAYMENT I>
I>
FOR ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24' O.C. U.N.O.
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/ S8'
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER TYPICAL INTERIOR BEARING
SHINGLE ROOF
//�-7/16" 0 ' S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0"
SN1 ELEV. VARIESAIIJ-'\ FOR ADDITIONAL SLAB
ALUMINUM DRIP INFORMATION.
EDGE
kR+- - = _+5z� b;;d- -, :�- -+_Sz�
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
S.P,F, DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
(12) 10d NAILS SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16- O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. __-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (12) 1 Od NAILS U.N.O.
SHEATHING REQ'D. FOR ALL ,�1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL_HGT. < V-16". (2) ROWS 2x BLOCKING
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-13".
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
4- O.C. @ BOUNDARIES, 6' O.C. @ @ 24- O.C.)
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" 0 C W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
2"ox3/16" PLATE WASHER STEP, SIZE OF FOUNDATION AND
01-0t. (ALT: 1/2"xl 2" TITEN HD @ 24 O.C.. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
ELEV. OIL OR 5/8"xl O'WEDGE ANCHOR @ 24" INCLUDE THE WALL x P.T. BOTTOM PLATE
.4 x W1.4 x 6 W1.4 x W1.4
4 A.F.F. O.C.) T ATTACHMENTS WWF OR FIBERMESH
0 (- 3 1/2" MIN. 3 1/2" M IN.
4 1
X_-7- L
4 ELEV. 4-3 1/2"
4
2x4 CONT�Z A. F. F. x
ILL
. . . . . A' 3 1/2" min.)- 4" 4"
4 ;0 1/2"(min.)
4 go
4
3 1/(2'(min.)'- 31/2"(min. -411
GARAGE DEPTH VARIES
4
4 R 1141. (2) #5 C 9V
(2) #5 CONT. 4" 8-1 NT. 4" '-4 8" .4
U.N.O. MIN. U.N.O. MIN.
GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (@ STEP (cD SHEARWALL (*"C� TYPICAL BEARING WALL @ STEP rcc
SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0', \�s i_;, SCALE: 3/4"=V-10" k\� S3
LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
'\'ILN.O\ 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
,-2x S.P.F. S S 16" O.C. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD.
tt but-l-I I SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C '0�
2x STUD 's '�Ozs
SHEET LOADBEARINGOR INSULATION PER FBC AND ENERGY
8"x8"X16"KNOCK-OUT EXTERIOR WALL 81, C M U FORM SUBMITTED WITH PERMIT NOTE:
BLOCK W/ 1#5 CONT. 1"x P'.T'STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR
FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER
G/S3 FOR ANCHOR 5/8" x 10""J" BOLT @ 24"O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 ROOK DETAIL SIMPSON SP1 w/
_8" C.M.U. TYPICAL BOLTINFO. 5/8"4"J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10) 10d NAILS
(IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE
�O R
R
FRO
I AT
7ASSUMED FINISHED
TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 7-
(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20- MIN. LAP [24' MIN. LAP] X SPACE ANCHOR
*SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING X _j BOLTS 6" MAX FROM
w/ (10) 1 Od NAILS FIBERMESH
C*4 11:j BAR
,�,Lb WEEP SCREED INSTALLED V_n x END OF 2" x PLATE
X
PER MFR INSTRUCTIONS _��#3 OR #4 REINFORCING BAR
ARCHITECTURAL TYP. ,,-2x P.T. PLATE
ISH
1x2 PT WD FURRING @ 24"
C*4 GRADE 40 MIN, Fy= 40ksi
#3 & #4 LAP SPLICE " - a-
IR *.- 1 r4 -4
EL
1/2"GYPSUM WALLBOARD!��q (1) #5 VERT. IN FILL MONO OR STEMWALL--,,���=�=! FINISH GRADE tO 25- MIN. LAP [30' MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]
L
CELLS(SEE FOOTING MONO SHOWN V r.L
U.N.O. Iffilli 111=r;si
N N-01.7 I I X X X X X 7 7 1 xy
FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER J?"I.MUE-E 111111- 5=111iffilliffill
iiiL I L= #5 REINFORCING BAR R 17/8.1
FOR LOCATIONS)
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. :5 V-15". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#) s
E
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH Q!6
I A - . . W - 7 - 7� R I'
prif f 1 wr
10M
il�, &I". Lull I Iq L-1 - I -fob 01 rAl Iq � I - .1 WA:&14 I � I
NOTE:
3 1/4" BASEBOARD
PORT AT EACH
*FOR BEARING WALL
COMP. SOIL. (COMPACTED TO
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
1WM
MIN. 2500 PSI CONIC. SLAB
' S
MIN PSI MAY VARY PER
AT GARAGE CONTRACTOR
TO CUT BLOCK OR POUR
I -I I 1_1 I IEI I
U
D1557)
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/-NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION rD
TYPICAL EXTERIOR FRAME WALL FOOTING rE
W1.4XW1.4 WWF OR
z
DECO FINISH 4" to 6"
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
�
"FIBERMESH"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
SLAB INFORMATION.
�S3
SLAB INFORMATION.
;0
Cf)
6 x 6 W1.4 x W1.4
00
31/2" WWF OR FIBERMESH
6 MIL VAPOR-/
2�
(min.) 4"--,
BARRIER t>
4
04
A GRADE
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
;!t ASTM D1557)
Z; (2) #5 REBAR CONT._/ 3" MIN. CLR.
rR ON 3" CHAIRS TYP. 410 V-4- STD. 90 HOOK (SEE
U.N.O. DETAIL)
TYPICAL WALL SECTION CIA
SCALE: 3/4" = V-0"
OPT: DEPRESS SLAB 5 V
DEEPAND6"BEYOND 1��
DOOR TO RECEIVE BLOCK WALL BEYOND
�j I PAVERS / DRIVEWAY
CONCRETE SLAB-\ H14 7 O.H.D. RECESS
PAVERS--\ %T 2�
10
SEE A/S3 OR J/S6 -1 Um- L_LF�_�_ FLL9
!2 FOR REINF. INFO. L 3" MIN. CLEARANCE
C:'
V4
1'4" (1 STOR") / V-8"(l STORY w/ DEPRESSED SLAB OPT.)
lf' (2 STOR')
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
ADDITIONAL INFORMATION.
=11
9,
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" � S3
BLOCK WALL BEYOND
EXPANSION JOINT
13" S
O.H.D. RECESS
:d.- OP
:4"
SEE A/S3 OR J/S6
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (11 STC RY)
V-8"(2 S RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECT;ON FOR SCALE: N.T.S. � �3
ADDITIONAL INFORMATION.
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
lo it 1/2" FROM SLAB
01-0. 0 CONT. BEAD SEALANT,
Id
INTERIOR 2X STU
-3 1/2" ,K
GARAC
CONCRETE NAILS W 11/2 1/2" GY
EMBEDMENT @ 12" O.C. W/ DR
STAGGERED, FROM BOTTOM INSU
PLATE TO CONCRETE ON FL
(MIN. SHEAR 180# MIN. CONT.
TENSION 120#) CONCRETE SLAB'--.
6x6W
WWF C
E
Cn 6MILVAPOR I I = 17 `_"
'= = I- a IH
I -- -I - -
BARRIER 1=1 I I fl
�Li F-I I E I
4" 4'
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0" ��S 3
DS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3"TAPCONS AT 8"
E
COLUMN TO PORCH SILL
O.C.
ATTACHMENTS & 18/D1
PSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
YWALL SCREWS @ 8"O.C.
ATTACHMENTS
LATION PER CHART
SQUARE CMU BLOCK BASE,
OOR PLAN
SIZE VARIES PER PLAN
BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
1.4 x W1.4
SIZE AND REINFORCEMENT)
R FIBERMESH
4 A A_
BRICK PAVERS or SLAB PER
IE-1 F
U-01" FIN. FLR.jh
IV
MMUNITY SPECS
/__S�
:9 RIM*] A
10"
#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE REBAR DETAILS
SCALE: N.T.S.
FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS
AT 24" O.C. MAX.
CONNECTION INFO
SEE PLAN FOR JN
TOP OF BEAM IV & LAYOUT DESIGN
SEE ROOF PLAN
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
('0NNPr'Tlr)M IMC:f%
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16"O.S.B. SHEATHING
.C- A I I ACHED PER INIMILINU
C)
SCHEDULE OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
6x6 P.T. #2 SYP RI AR lNFr)PMATlr)N
Uj
Uj
III ABU66 SLAB STEP & RECESS S.G.D. rM
Cn
SCALE: 3/4"=V-0" \�,_ S3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL EXTEND FILL CELLS
TO FOUNDATION PAD Ezt
CONT. FOOTING STEEL MAT REINFORCING.
z 4
00 4
-4
LU 7F M
IIE 40
_j 4
LU W
W V) W z
00 jL_I
U_ 4 4
1 -11 1=1 I Ed I El I 1=1 1 11 1 FOOTING
PAD REINFORCEMENT
(SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL � �N
SCALE: N.T.S. 1\ �3_
ON 3" CHAIRS
(TYP.) 1 8" 1 1 8" 1
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT rG
SCALE: 3/4"=V-0"
1 1/2" RECESS FOR VARIES x 6 W1.4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH
(D
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To the best of the Engineees knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
L E N NAR
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS NOTED
DATE 10/29/2018
TECH: MJAMES
VERSION NO' 4mO
SHEET NO.
S3
(MONO)
.9
t
C�4
.NO
F;
M
r-
I
00
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER—\/, //,SEE PLAN FOR SIZE
THREADED 3"DIA. EXTENSION.
CONNECTION
SCREW OFF CAP (3" DIA.)
2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/81, 8" 7 5/81, 8"
1 6 1
Ll v
—SOLIDAREASARE
TONEAILS SPACED STEELAND GROUT
DOUBLE 2x TOP EXTERIOR FACE OF BLOCK
EVENLY
PLATE WALL IS 11/2" MAXIMUM
INTERIOR
WALL
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
_j 2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
W4
T
----(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
'�'ARIES
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
I
SCALE: N.T.S. 1\14�
12
-----,—SEE TYPICAL WALL SECTION
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24' O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (112) 1 Od (3) 10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
CRICKET AS REQUIRED + + STUD W/ (3) 1 Od NAILS
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8"O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
S 90A
TD. HOOK IN K.O. BLOCK
v
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\—ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
�2
9
DIMENSIONS
ZSEE PLAN FO-R,6"FOOTING
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
7 5/81, 8"
TO DRAIN CL, F F-- 17 ri.7 DOOR OPENING *—DOOR OPENING
EXTERIOR
WALL
WALL CLEAN -OUT F1
SCALE: N.T.S.
11
1 ST COARSE 2ND COARSE 3RD COARSE
REFER TO WINDOW PRODUCT APPROVAL 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
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW �B MASONRY LAYOUT
(2�
SCALE: N.T.S.
"4
1\ �4
KNOCK OUT
BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED
)#5 FOR CONCRETE PLACEMENT
I
I a 1 0 0
line
oil
HIM
al
1W__
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
@ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL -
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
�_j
_j
M,
I — �!
0
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 (NOM.) — FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
GARAGE DOOR
8x8x16 C.M.U.
11%S
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY-
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
'TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
POURED CONCRETE BASE FOR BOTTOM 0 MOUNTiNG B)
TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
GARAGE FLOOR.
DOOR AND WATER
SHED FORWARD THIS DRAWING.
FOR GARAGE PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
40� kk
2x CRIPPLES @ ---'
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
rop
I
3ARAGE
)OOR
WII�N'�I�� ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK ( �K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
ISTUDS
SIZE
EA END
EA END
EA END
I EA END
SIMPSON
11-4-
(1)
(2)
(1)
(2)
(1) LSTA30
41-91
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(4)
(2)
(2) L
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
a INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
* EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
a OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
oe
'_�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. '\,. �4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
5/8"x`10""J" BOLT
@ 24' O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
12
(TYP-) SEE ELEV.
SINItS )ON SP2 w/ (12) 10d
NAIL AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C.
926 APPLY 3 LAYERS W/ TOTAL
THICKNESS 7/8" OVER METAL
LATH. FIRST 2 LAYERS 3/8" THICK
EACH. 3RD LAYER 1/8" THICK.
CRICKET AS REQUIRED _s��
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
EB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
MENT
L
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
T
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
1 #5 VERT. IN CONC. FILLED CELL----- H I
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE
MASONRY WALL DETAIL E
SCALE: N.T.S. �.S4
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE -7 /�
NAILS TOTAL) EA. SIDE OF
"'( �4&. SPLICE STAGGERED
/-10d@8"O/C
ATTACH ALL -j
EXTERIOR STUDS
W/ Y4816d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
rMTOP PLATE SPLICE DETAIL
SCALE: N.T.S. �, �4
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2 I
h. ]i -4: 1:
r—,TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
LU
0
<
2x TOP PLATE-/ Cn
\!2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
v
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
FSTAGGERED
SEE A/S3 FOR
FROM BOT.
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL j
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
P.L. 1.8E Fb=2400 PSI (AS PER PLANS)
a HTT4 w/ (18) 1 Od NAILS (3610# SPF)
a HTT5 wl (26) 1 Od NAILS (4670# SPF)
a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF)
0 0
HDU2-SDS2.5 w/ (6) 1/4"x 2 1/2" SDS (2215# SPF)
HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF)
a HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF)
-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF)
a HDU8
a HDU1 1 -SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF)
a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8'
EMBEDMENT W/ WASHER & NUT
a FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED
A.T.R. MIN. 8"EMBEDMENT w/ WASHER &
NUT
a FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R,
MIN. 8" EMBEDMENT w/ WASHER & NUT
a FOR HDU11 USE 1" DIA. x 12" EPDXIEDA.T.R.
MIN. 8"EMBEDMENT WWASHER & NUT
HTT HDU TENSION TIE rN
N�'�
SCALE:NTS 4
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
ROOFTRUSSABOVE
2X BLOCKING
INTO
(2) 16d TOE NAILS
TRANSOM
10d NAILS @ 6"
EA. BLOCKING
TRANSOM FRAMING
FRAMING
STAGGERED
2X P.T.
SEE SECTION AA/Sl
PLATE
AND BB/Sl FOR
2X8 WALL ABOVE
ADDITIONAL DETAILS
SIMPSON
ENTRY
spi
K.O. BLOCK W/(1)
SIMPSON
SIMPSON-,
/-J-BOLTS
@ 24" O.C.
#5 CONT. &
/-RECESS
SP4
SP4
MAX
FILLED
LINTEL
5/8"X10" J-BOLTS
@ 2'-0" O.C.
IL
'1
MASONRY WALL
2 TTOM PI .ATE
)L5(8"x10" I" BOLT @ 24" O.C. MAX.
SIMPSON
SIMPSON C
(MIN. (2) PER BOTTOM PLATE)
C
SP4
SP2
SIMPSON
SP4
I_(
1 Od NAILS@ 4"
STAGGERED
A
10d NAILS @ 6" O.C.
STAGGERED
I Iq
NAILED INTO
TRANSOM
FRAMING
SIMPSON -
spi SIMPSON
SIMPSON� SP4
SP4
0 1 TRANSOM FRAMING
BEYOND.
------
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
& 8"O/C FIELD
0
a SIMPSON SP4w/(6) 10dx 1 12"
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
a SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY
a SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0 .5/8-X10" J-BOLTS @ 24" O.C�
MAX. (MIN. (2) PER BOTTOM
4 14
I
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PLATE
. ........... . ... . 7 1
I
L5/8"X`10" "J" BOLTS @ 24' O.C. MAX.
(MIN, (2) PER BOTTOM PLATE)
PLATE)
ALTERNATEI
_j 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 Engineees knowledge, Informatlon and belief,
the sh plans and spedfications contained within these
drawings comply with the 2017 Florida BulldIng Code -
Residential ft Edition. Enginsees signature and seal Is only for
thestructurel vnealn, portions 0 the drawing page,, learing
Engineers signature and seal.
L E N NA R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/29/2018
TECH: MJAIVIES
0
SHEET NO.
S4
SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR 2"x4"OUTLOOKER
SHEATHING DETAIL SEE STRUCTURAL NOTES AND
@ 24" O.C. 7 NAILING SCHEDULE FOR
TOP CHORDOR SHEATHING DETAIL
BLOCKING F
FIRST FOUR
SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS
2"x4l'
1 Od x 112" AT EA. OUTLOOKER SEE STRUCTURAL NOTES -
OUTLOOKER @ 24" O.C. AND NAILING SCHEDULE
FOR SHEATHING DETAIL
ROWSOF 45* 1
24"MAX.
TOP CORD BLOCKING 45*±
2X4 CONT"L" BRACE
TRUSSES @
HlOAw/(18)
FOR FIRST FOUR
FASTENED W/ (2) 1 Old 3'
EDGES OF 2x4 CROSS BRACE
10d x 112" @ EA.
ROWS OF TRUSSES @
AT 24" O/C. CMID HEIGHT
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGESOF
TYPICAL @ RIDGE FASTENED AT
1" BRACE TO EXTEND
SHEATHING TYP. 2X4 KICKER
;4
x
48"O.C. EACH JOINT W/(3) 10d
AT LEAST 90% OF WEB
@ 8'-0' O/C.
EXTEND AT LEAST 90% OF
MAX. & (2)10d TOE NAILS @
2x4 CROSS BRACE
WEBLENGTH & NOTCH AT
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
2x6 P.T.
A TRUSS
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
SILL
1/2" CDX PLYWOOD OR
EACH JOINT W/(2) 10d
FROM LEDGER TO
7/16"OSB SHEATHING
& (2)10d TOE NAILS
1 160
BLOCKING
r
_j
ATTACHEDW/10d
EA. END
NAILS @ 6' O.C. EDGES
GYPSUM WALL BOARD
]i
GABLE TRUSS
AND 12"O.C. FIELD
I
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1 OdX3" @ 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7
1/2" CDX PLYWOOD OR 7/16"
I DQ
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
OSB SHEATHING ATTACHED
INTO 2"x6" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 1 Od NAILS @ 6' O.C.
EDGES AND 12" O.C. FIELD
2x4 "T" ON T6P OF PANEL RI OCKING
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
FASTEN WITH 10dx3" @ 4' O/C SPACED
INSTALLED PER MANUF.
2"x6" P.T. SILL
NOTCH "L" BRACE HERE
@ 48"O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C.
WEEP SCREED
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT 6'-0"
INSTALLED PER MANUF.
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
L SIMPSON HETA20 w/ (8)
O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK
MOISTURE BARRIER
10dxl 1/2"NAILS AT EA.
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
TRUSS VERTICAL WEB (24"
& (4) 1/4"X2 1/4- TITEN @ 4'-0' O/C ALIGNED WITH
STRAP MISSED VERTICAL SECTION
O.C. MAX) W/ MIN. 4"
EMBEDMENT IN KO BLOCK
GABLE WEB
SECTION
r2
WEB, USE MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. 1\ �5
SCALE: N.T.S.
1\ �5
TITEN ON OUTSIDE
SIMPSON HGAM10KTA
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (4)
1/4"X2 314"
TITEN TO CMU
BACKNAIL W/ (2) 16d NAILS
REFER TO DETAIL J
SEE STRUCTURAL
ON SHEET S5 FOR
NOTES AND NAILING
X-BRACING, AND TOP
SCHEDULE FOR
CHORD BLOCKING
to
go
to
SHEATHING DETAIL
INFORMATION
2
2"x4" CROSS BRACE
WOOD TRUSSES
90
00
A
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
2X4 PANEL BLOCKING
ATTACHEDW/2-16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48' O/C FOR THE
FIRST (4) ROWS OF
2X4 BLOCKING @ 24'
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
(D = 0.148', L = 3') OR EQUAL
(D = 0.207", L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL
END TYP. TOP &
O/C W/ (2) 16d
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
W/ (2) 16d TOENAILS
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
ARCHITECTURAL FINISH
" "
SIMPSON H1 OA wl (18) SIMPSON SP4 wl (6) 10d x
1 Od x 1 12"AT EA 1 12" AT EA STUD (USE
'7
BACKNAIL w/ (2) 16d NAILS
OUTLOOKER SP6 FOR 2x6 WALL, USE
SEE STRUCTURAL NOTES -
SP8 FOR 2x8 WALL)
AND NAILING SCHEDULE
FOR SHEATHING DETAIL
2x4 OUTLOOKER @ 24"
TOP CORD BLOCkING
O.0 (OPTIONAL - SEE
FOR FIRST FOUR ROWS
AX.
24" MAX. ELE'VATIONS)
OF TRUSSES @ EDGES
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
2'x4"CROSS BRACE
2x4 CROSS BRACE APPROX. 8"
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
EACH JOINT W/ (2) 1 Od & (2) 1 Od
EACH JOINT W/ (2)
X<..A
TOE NAILS @ EA. END
10d & (2) 10d TOE
/-2xFRAME WALL (SEE WALL
NAILS @ EA. END
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
,.--1/2"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.
AND 12" O.C. FIELD
END TYP. TOP &
T
(2) 16d NAILS
BOTTOM ATTACHED
2x4 PANEL BLOCKING @ 48"A
tk
2x BLOCKING
W/ (2) 16d TOENAILS
O.C. FOR THE FIRST (4)
ROWS OF TRUSSES FROM
2x4 "T" ON TOP OF PANEL
SIMPSON H1 OA wl (18)
10d x 112" AT EA
OUTLOOKER
(2)16d
NAILS -
2x4 OUTLOOKER
@ 24" O/C
TOPCORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
MAX. EDGES OF
SHEATHING TYP.
AT LEAST 90% OF WEB
-"L" BRACE TO EXTEND
LENGTH (SEE TABLE)
r-GABLE TRUSS
-1/2"CDX PLYWOOD OR
7/16"OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6' O.C. EDGES AND 12"
O.C. FIELD
-2x4'7" ON TOP OF PANEL
3 BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2"
EA. END TYP. TOP & BLOCKING, FASTEN WITH
SDS SCREWS TO TRUSS & (4) 1/4"x3"
BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d
16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD
DBL. TOP PLATE
CHORD SLOPE OF ADJACENT STUD WALL (SEE TY
TRUSS) P. SEC.)
SECTION SECTION
(S:� r4
SCALE: N.T.S. 1\ �5 SCALE: N.T.S. 1\15�
SIMPSON H1 OA W/ (18)
1 Od x 112" AT EA.
2X4 OUTLOOKER
OUTLOOKER
@ 24" O/C
r
TOPCORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
24" MAX. EDGES OF
SHEATHING TYP.
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH(S EE TABLE)
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
(2) 16d NAILS
OSB SHEATHING ATTACHED
t
W/ 1 Od NAILS @ 6" O.C.
ES AND 12" O.C. FIELD
JACK TRUSS
- ---- - SEE PLAN FOR
- - - --- - ------ �-TIN E CT 10 N
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PRO
IDE
/4
DIA. x 7
LAG SCREWS OR EQUAL 2X4 "T"ON TOP OF PANEL--/
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
1 Odx3" @ 4" O/C (2) 12d TOENAILS
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. kq
NON - LOAD BEARINf, LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
iI( �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 r8 SECTION r9
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5
IINIMUM 2x
�ROSS BRACING
3 )EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5
C'4
r-
CROSS BRACING DETAIL ri
SCALE: N.T.S.
�, �5
00
.0
GABLE TRUSS
2"x4' OUTLOOKER @ 24"
O.C. W/ (2) 10d PER JOINT
ILI 10dx3"O/C@_/ 2"X4_"��-J
TOENA 6" O/C
6d RUNNE
W/ (2) 1 TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
"L' BRACE W/ 10d @ 4' O.C.
(SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
S
F7
IT
S5
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERE
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S
6" OVERLAP
M
S5
'L' BRACE W/ 10d @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6 'O/C 2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
WOOD TRUSSES
24' O/C (TYP)
v Ill v X/—
N__ BRACING w/ (3) 1 Od x 3" AT
EACH CONN. @ 24' O/C
\MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
SIMPSON HGAM10KTA W/ (4)
1/4"xl 1/2"SDS SCREWS TO
BLOCKING & (4) 1/4'X2 3/4"
TITEN TO CMU
EXT. WALL CONN. NON - LOAD
BEARING LOCATIO (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4' (U.N.O.)
1" BRACE
2'x6" (U.N.O.)
1" BRACE
2411
0-01' - T-O"
3141 - 61-0"
6-0" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3"NAILS @ 4"O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4'xl 1/7 SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
\--STUD$ @ 16"O.C.
GABLE END BRACING DETAIL SCALE: 314"=I'-T
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
E
S5
z
W
2x4BLOCKING--,,,,,, --2x4'7" BLOCKING
@ W O.C. / -1 6d NAIL
"L" BRACE
ATTACHED W/
7
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL
SCALE: N.T.S. �,S5')
2x4'T'BLOCKING
2x4 BLOCKING @
4
48" O.C. 'I-, �'
IV
��aw 4�
A
1" BRACE ATTACHED- 16d NAIL
W/ 10d NAILS @ 4" 0.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
EMEIET GABLE TRUSS
TRUSS VERTICAL
(2) 2"X8' "L' BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5-i I r- CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN.
NOTE: 'S TRUSS ENGINEERING
1) SEE TRUSS MANUFACTURER
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCS1 1-13
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, lnfDffnatlon and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seat.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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AS NOTED
-SCALE
DATE 10/29/2018
TECH: MJAMES
VERSION NO' 4mO
SHEET NO.
S5
04
CO
�R
1/2" DRYWALL
DOORJAMB (REFER—\
DOOR JAMB (REFER i-1X4 F 1/2" DRYWALL DOOR JAMB (REFER
1X4 1/2" DRYWALL
1X4 U"
MAX, 8" UNACCEPTABLE INSTALLTION
FlX4
TO SHT. SDW2-K1 P.T.—E
TO SHT. SDW2-K1
FOR CONN. DETAILS
TO SHT. SDW2-K1 )e
PROPER INSTALLATION
DO NOT DO THIS.
2'x BOT. PLATE W/ (2) 1 Old @ 6" O.C.
FOR CONN. DETAILS
—1
FOR CONN. DETAILS X 4
__1 X 4
1,
*41#* #5 REBAR
(TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
X 4
3-1/4" LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
F
FURRING
#5 REBAR 41%
#40
AND NAILED W1 8d COMMON @
6" O.C. EDGES AND 12"O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS TAPCONS STAGGERED IL11X8
STAGGERED @ 16"
2X8
(TYPj
BLOCK@ SPACING
1 "DETAIL
O.C. 2-ROWS INTO 1 X8 P.T. STAGGERED@ 16"O.C.
2-ROWS INTO
4
00
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL MASONRYTHROUGH 311
DETAIL
90' HOOK I[TYP.)
STD. 90A
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P,T.
FILL SOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
0
—3/16" x 3 1/2"
A
CO N
TAPCON @ 16"
A
1 X4 P.T.
NJ
METAL SEAT PLATE
4 F R
O.C. & 4" FROM
0 C
3/16" x 3 -1/211 DOOR JAMB (REFER
1X4 1/2" DRYWALL
NOTE:
FA CH EN 0 V
DOOR JAMB (REFER EACH END W/ MIN
DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR F
LAP SHEATHING TO
EDGE DIS_
TO SHT. SDW2-K1 2" EDGE DIST.
TO SHT. SDW2-K1 CONN. DETAIL S__
4'
BOTTOM OF BAND
JOIST TYPICAL
'42'.
FOR CONN. DETAILS
FOR CONN. DETAILS
2" OC,
1 Od @ 12" O.C.
1X4
//R�
I
FURRING
H'
111AS"01
2X8 P.T. WITH 3/16"0 X 3"
LONG TAPCONS
L2X8
I '_t_2_-L "—
NOTCMNER —a FIRST COURSE
SIMPSON HGAM 1 OKTA @ 12" O.C.
virl (4) 11/411/2" SDS SCREWS
r, T r�;:r
qyct P T
2X8 P.T.
'I"
2x P.T. AS REQ'D
STAGGERED @ 16- 0 . C.
L
INTO BAND JOIST & (4) 1/4"x2 3/4"
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4"
DETAIL
A_
L-21
NOTCH WEB AT THE
FIRST 2 COURSES
*Q##
TITEN INTO K.O. BLOCK
BUILDOUT @ OVER SIZE DOOR
-WINDOW ROUGH OPENINGSKcc
FILLED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION
( H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
1\ �S
SCALE: N.T.S.
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
A -A
UPLIFT CAPACITY = 805 # FOR 1 STRAP
U L'"
W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN.
= 1610 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
8'
SOLID W/GROUT
1 X4 FURRING SOLID BLKG. AT TOP BTWN.
1/4"x3l/4"TAPCONS
1 PLY PRE-ENGINEERED TRUSS
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
1/2"DRYWALL
7Z
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
2 x 8 45^ DIAGONAL NTO
(4) 10d NAILS INTO
—LEAVE A CUT OUT IN O.S.B. ON THE
�iLlj
BRACE(S) 2 x 8 BRACE/ BLKG.
BLKG
INSIDE TO ALLOW FOR INSULATION
7/16" OSB
TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
FOR OVERHANGS BETWEEN OVER 11/2"
iOLEIN OS B FOR
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
CELL IN �H S AREA
---2 x 8 45 DIAGONAL BRACE AT EA.
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 10d NAILS
I i N 11 q INTr) ,
n, & )vR
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8
AT EA. END
RETROFIT TRUSS DETAIL
OVERHANG4. I I
CONNECT W/ 8d NAILS BRACE/BLKG.
N.T.S.
INSTALL WDW. SCREW ANCHOR_M\\\— 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
RETROFIT WALL OVERHANG DETAIL (NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
A
2 X 4 #2 SYP SCAB TO SIDE OF
INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR
THRU
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 3/4"TO 1 IQ"
1-1/2"THK. OR MORE BUCK WITHIN 6" MIN. OF START OF
ARCH
IF TRUSSES USED) W/ (3) #6 X 41/V WOOD
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REaD.
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
)(0 (2) 10d NAILS @ 8" O.C.
ARCH DETAIL
4'MAX. RAD.
i
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
TO TRUSS TOP CHORD
-
MIN. 4" EMBEDMENT AT 16" O.C.
+
11-011 51-011
SCALE: N.T.S.
SS
12
+ + /r-/HY PLYWOOD SHEATHING
L
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
+ +
+ +
INISH FLO
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
EMBE NTINTO
DME'
PER NAILING SCHEDULE LL
TO SUPPORT
-
/4"MAX
�K.)
2'-0" 8"
TRUSS + SOFFIT
I . . #5 BAR
LCENTERED
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS SIMPSON
a
V_ +
+
1.01, i - W/
BLKG. & BUCK
2X6 TO 2X4 H2.5A w/ (10)
2X4 SYP _7
IN TOP
1 X 4 FURRING
8d NAILS
EACH TRUSS
KNOCKOUT/
=71 I I CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK ill I
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 8 DIAG. BRACE B TWN*\
PROVIDE (2) MIN,
PROVIDE 2x
CONT. W/ (3)
A
I,., L
CONNECTOR
MONO FOOTING A
x
SIZE AND REINF. PER PLAN
0
VERT. BRACES WHEN HGT. F
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY--J
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
%
I��U,TI
2x8VERT.BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
HNTER SOFTIT
CLEAN FILL
DIRT
TO BE INSTALLED
BUILT UP PLWD. BUCK -
.00 4'-0" MAX SEE PLAN
PRECAST LINTEL
L—STANDARD
90r HOOK
SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5BARIN
TO FIT ARCH CONNECT W/
'�'-2
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD
FOR OVER HANG
FILLED CEL
8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
(MAX. 41-011)
VL V 1, V IV L,
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQ UAL
INSTALL WDW, SCREW
WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16"
L
V V
THRU OSI3 INTO 2 x 8
ANCHOR INTO ARCH BLKG.
O.C.
Sk
PER INSTALLATION DETAILS
13-13 ARCH DETAIL rK
SECTION @ ENTRY
SECTION @ ROOF EXTENSION
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S. �, �S
SCALE: 3/4" V-0" � �s
SCALE: 3/4" V-0" �S
SECTION DETAILS
SCALE: 3/4" = V-01"
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
DRILL 3/4"4" MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
EPDXY CAP TO PREVENT LEAKAGE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
SIMPSON HTT4 w/ (18) 1 Od x 1
U B PA W1 H N N- HRINK GROUT (USUALLY t 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
"SQUEEZED"
'ANCHOR
W.W.M. AT PERIMETER
1/2" NAILS TO STUDS & (1) -
COURSES TO PREVENT THE MORTAR FROM BEING OUT.
1/4" EXPANSION BOLT (2
WHERE THIS CONDITION
(1) #5 BARS CONT.
5/8" DIA. ALL THREAD ROD
#5x6'EMBEDDED INTO EXISTING BOND BEAM
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
OCCURS
TOP WITH MIN. 3"
EPDXIED w/ SIMPSON "SET"
Cr
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 61-0"
EPDXY MIN. 6" EMBEDMENT &
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
/--F.F.
3" MIN. EDGE DISTANCE
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
—Z
U_ LU NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
—
10,
0
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
LU
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
U_ a.
15
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
#5x6'EMBEDDED INTO
z
EXISTING FOOTING (2) #5x6 IN CONC,
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
FILLED CELL
SMOOTH. DO NO FURROW.
DRILL 3/4"4" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
_T
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH,
. ... .... .
6"MIN. LAP
1>
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
N
REMAIN FREE OF MORTAR.
%
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION
NOTES.
04
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 GLASS
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
L
SECTION
00,
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
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.
2!
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To the best of the Enginser's knowledge, information and belief,
the structural plans and specIfications contained within these
drawings comply with the 2017 Florida Building Code -
Residenbal 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
LENNAR,
4600 W, Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS NOTED
DATE 10/29/2018,
TECH: MJAMES
VERSION No' 4n0
SHEEr NO.
SS
VVI &- I vu �w L_r%��l I I v v &.w
CROSS BRACING DETAIL (TYP.)_
SCALE:NTS
SEE ROOF
PLAN SHEATHING
'E
N SHI
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Qk OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
�'A TRUSS
(2) 2x8 #2 SYP w
O.S.B. FLITCH PI
TOP @TRUSSE
U.N.O. ON ROOF
PLAN
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
,,,.--CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 4/D1
FOR BEAM SIZE
EXTERIOR SHEATHING
a --- n
(2) SIMPSON HETA20 wl (8) 1 Od ATTACHED PER NAILING
TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE
K WALL SIMPSON MSTAM36 w/ (7) 10d 111 A 2x SPF #2
ISSES HIP "7M4 & (4) 1/4"x2 1/4" TITENS EACH U AT 16" O.C.
ffE� ) � G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL � 4
SCALE:NTS k
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
CONV. FRAMED RIDGE
2X4 STUDS & PLATES AT 2'-0" O.C.
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014
MAY BE NAILED
EACH DIRECTION TYP. U.N.O.
SIMPSON LSTA18
PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
w/ MIN. (4) 12d WHEN
VERTICAL SCAB 2 x 6
wl (12) 1 Od NAILS
SIMPSON HUC410 w/ (14)
6SEE L.
FOR CANTI
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
2x8 BLOCKING NAILED @
#2 SPF 48" O.C. W/ (4)
CENTERED AT
SPLIT TO TIE
16d INTO HEADER & (6) —
1
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS
EACH SIDE w/ (3) 12d NAILS
10d TOP & BOTTOM
BEAMS TOGETHER
10d INTO BEAM - SEE
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
A
OR SIMPSON H2.5A w/
ROOF PLAN FOR MORE
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
WHEN REQUIRED wl (2)
(10) 8d NAILS
INFO
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SIMPSON HTS20 w/ (24) 1 Od x
r
T
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
1 1/2" NAILS EACH
7"1
SEE FLOOR PLAN FOR
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
11
SEE FLOOR PLAN
]—COLUMN
SIZE& BASE
CONNECTION INFO
OSB FLITCH PLATE
REQ'D ONLY WHEN
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
/--COLLAR TIE
FOR COLUMN SIZE
il
INDICATED ON BM.
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
EVERY 3rd
& ADDITIONAL INt-U.
SCHEDULE/PLAN
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
RAFTER
—7/16" OSI3 FLITCH PLATE SEE FLOOR PLAN FORJ
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
REQ'D ONLY WHEN COLUMN S,IZE & BASE
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
OPTION
INDICATED ON BM.
A OPTION
CONNECTION INFO _
B
OPTION
C
O.C. MAXIMUM.
2x4 SPF 2 (2) #7 x 3-1/2"
SCHEDLILE/PLAN
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d
WOOD SCREW EACH
NAILS AT EACH TRUSS INTERSECTION.
CB---,:::
TRUSS OR SIMPSON
H2.5A w/ (10) 8d NAILS
COMMON
BM.
TO
POST
ATTACHMENT
rA
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
B
AT 48" O.C.
SEE ROOF PLAN
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB--.zz,-
FOR BEAM SIZE & SCALE: 3/411=11-011
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
PRE-ENG. TRUSS
(OPTIONAL)
A A
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. EA. TRUSS
I I
CONT. ROOF SHEATHING AT TRUSS TOP —J
SEE PLAN FOR
TOP OF
BETWEEN
MAX & EACH END ALTERNATE
DIRECTION TYP. ----\ A A .
CHORD AT ALL HAND FRAMED AREAS TYP.
— —
TAM
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL @u) ENTRY FRONT WALL
SCALE:NTS
2x4 #2 SYP NAILER. NAIL
TO STUDS wl (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
w/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
w/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
wl (3) ROWS OF 16d
NAILS AT 24" O.C.
101
DIAGONAL---,
AT 8'-0" x
2x8 #2 SPF RIDGE BEAM
—
1
WELISMON
SIMPSON LUS26 wl (8) 10d NAILS
MAX
COD 0.3t 2x6 #2 SYP RAFTERS FOR SPANS 4FT
TRUSS * I
SIMPSON MTS1 8 w/ ( 14)
OR IF 2 PLY TRUSS SIMPSON
z
TO 8FT 2X4 RAFTERS FOR SPANS LESS
10d NAILS TYP. U.N.O.
SEE PLAN FOR SIMPSON
LUS26-2 w/ (8) 16d NAILS TO
SEE FLOOR FRAMING PLAN
THAN 4FT @ 2'-0"0. C. MAX. w/ (3) 1 Od
CANTILEVER IF MTS18w/(14)
7
LEDGER
AND J/S6 FOR MORE INFO.
7
FSB
COMMON TOENAILS TO TIE BEAM
SEE FLOOR PLAN FOR
COLUMN SIZE &
INDICATED 10d NAILS
2X10 #2 SYP CONT. LEDGER w/ (3)
VERIFY WITH PLAN FOR
2X4 CONT AT—/
CONC.MASONRY
C
ADDITIONAL INFO.
TYP. U.N.O.
1/2"X 4 1/2" LAG SCREWS ATTACH
LOCATION AND DIRECTION
(IF PARALLEL SEE 2/D2 FOR
T & B CHO`R D
STEEL OR WOOD
(WOOD COLUMN SHOWN)
MIDDLE
LAG SCREWS INTO END OF EACH
FLOOR TRUSS, 24" O.C. MAX. (AT
BLOCKING INFO)
I
BEARING SUPPORT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
A —A ALTERNATE BLOCKING
CORNER
SECTION AT
LOW ROOF ( �q
SEE
FOUNDATION
L4
DETAIL @ INTERIOR BEARING
PLAN FOR MORE INFO
5"
SCALE:NTS
VA
______—�ZWOOD
SCALE:NTS
COMMON BM. ATTACHMENT lel �18
TRUSS
A
PROVIDE BLOCKING AT ALL TRUSS BEARING
SCALE:NTS
SUPPORT WHERE TRUSS DEPTH EXCEEDS
TYP. WOOD TRUSS BLOCKING DETAIL
STANDARD HEEL HEIGHT
SCALE:NTS
VARIES
2x STUDS @ 16" O.C.
P!
ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
w/ SIMPSON SP1 w/ (10) 10d
ATTACHED PER
ADDITIONAL
Id NAILS AT VALLEY TRUSS
NAILS AT BASE & SIMPSON
2x4 #2 SPF BRACING @
NAILING SCHEDULE
OUTLOOKER
4" O.C. INFO.
SP2 w/ (12) 1 Od NAILS AT TOP
EXTERIOR SHEATHING
INFO.
16" O.C. W/ (4) 12d
COMMON TRUSSES.
ATTACHED PER
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP
SEE TRUSS PLAN
2x4 STUDS w/ SIMPSON !/—NAILING SCHEDULE
TO TRUSS W/ (2) 12d TOENAILS
PLATE & (2) 12d END
MIN. (2) 2x4 FOR CONNECTION
I
SP1 w/ (10) 1 Od NAILS
EACH END (BETWEEN TRUSSES
STRUCTURAL SHEATHING
NAILS TO TRUSS
SPF TOP INFORMATION.
AT BASE SEE J/S6 FOR
GABL�
(2) 12d NAILS TO EACH VERTICAL
ATTACHED PER NAILING
BOTTOM CHORD
PLATE
MORE INFO.
'S'
LOW ROOF/WAL
STUD)
SCHEDULE
SHEATHING ATTACHE
X_
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
VARIES W/
11 AjkVARIES SEE PLAN
FOR WALL LOCATION
— 2x4 BASE PLATE W/
1/2" PLYWOOD
NAILS @ 16" O.C. ALONG W/
ROOF SLOPE
SIMPSON LSTA30 w/
SIMPSON MTS12 w/ (14) 10d x
(22) 1 Od NAILS OR
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
�14
WOOD WALL
SIMPSON MTS12 w/
><
EACH COMMON
TRUSS/ FRAMING
BELOW @ 16" O.C.
00
OR TRUSS. "-2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
If 16" O.C. W/ EXTERIOR
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
TYP TOP & BOTTOM
7-
A
SEE PLAN 16d COMMONS
NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
xx
STUD TYP. T&B
PER NAILING SCHEDULE &
MASONRY WALL BELOW: SIMPSON
PLYWOOD
(3) 12d TOENAILS TO
4v. HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR
jk SEE PLAN FOR
PLATE BELOW
MASONRY WALL . It
4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM
\JF TOP OF WALL
OR BEAM
BEAM BELOW: SIMPSON HTS20 w/
MIN. 2x4 #2 SYP P.T. PLATE
M
16" FLOOR SYSTE FLOOR GIRDER
SEE TRUSS PLAN
(24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
.1pb
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR SEE PLAN FOR
I A
TO GABLE TRUSS
LOW R:)OF TRUSS W/—.,//
2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE
@ 3" FROM EACH END &
DIRECTION CONNECTION
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE
16" O.C. MAX.
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 w/ (16)
SHEARTRANSFER
INFO.
J1
SECTION @ FLOOR
V_
FOR CONNECTION
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
16d NAILS AT EACH END
EXTERIOR. WALL r7
SECTION
@ ENTRY K8N�
CONNECTION r2 2
SECTION AT
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the structural plans and specificeflons contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
LENNAR
4600 W, Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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TECH: MJAMES
VERSION No' 4mO
SHEET NO.
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WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure weat
barrier above header to allow for flashing
THESE DETAILS ARE GENERIC AND
installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
3. Fold weather resistive barrier back over head
BE USED.
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNIQL
LETTER ON CHEM CAL
COMPATIBILITY
SELF -ADHERED FLASHING
") WEATHER
VE BARRIER &
tARILY SECURE
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHING
3/4"A" BEAD OF CONSTR.
SHEATHING
BY LAPPING DOWN
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST A14D UP
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
WEATHER
SELF -ADHERED FLASHING
RESISITIVE
BARRIER
SEAL TOPS OF JOISTS
UNDER DECKING
SUBFLOOR
ED FLASHING
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
NAILING FLANGE
2
DO NOT FLASH OVER
BOTTOM NAILING 8
FLANGE
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ri I
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"A"BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
I
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
SHEATHING
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
M SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
3" MIN
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
2
4
5
WINDOW UNIT
SLOPE
0.3 in : 12.0 in
(0. 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
FLASHING SELF -ADHERED FLASHING
MEW
10-
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
FOUNDATION WEEP SCREED
NOT USED
SCORED P - ------- 1,�
RELEASE APER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. Onelayerof No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226forType 1 feltor
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 (1152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
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.
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
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 wdtten flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projedrig 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 0 in 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
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/0"*N WEEP SCREED DETAIL
kI..J SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside comer will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. EngIneer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
L E N NAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/29/2018
TECH: MJAMES
VERSION NO 4mO
SHEET NO.
W P
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March 20,2018
Re: Wood Construction Connector Cold pflance for 2016 International Codes & 2017 Florida Codes
To Whom It May Concern:
Soclion 2303.5 of the 2015 International Building Code (18C) and 2017 Florida Building Code (FBC) spacifies that
joist hangers shall be tested per ASTM D7147 Testing end Estobfishing Loads of Joist Hangers, Previous versions of
the IBC and FBC required feeling to comply with ASTM D1701 Test Method for Mechanical Fsaferhars in Wood. Both
methods determine a connector's allowable load as the lowest of the following:
1. Lowest ultmate of three tests (or overage of 0) with a safety factor of 3
2. Average load at 1/8-Inch deflaction
3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS)
The prinury changes In ASTM D7147 are requirements to measure properties of the tested mgttorials� such as at"
strength, fastener strength, and Ywood Specific gravity. The tested ultimate loads must be adjusted when tested
material properties exceed the specified properties.
]CC Evaluation Services ([CC -ES) revised AC13 Acceptance Criteria for JDist Hangers and Sitylifor Devices in
October 201a to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is Yvarking
on re-evolustIng wood construction connector loads to the now standard to update our product evaluation reports to
the 2015 I -Codes, As soon as the updated evaluation reports are completed, va will apply for Florida Product
Approvals.
However, reevaluating a large number of products will take time. Mile manufacturers work Wth product certification
agandes to update their wood connector evaluation reports, %w reconwrtand that building deparbriants under the
2016 [-Codge and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014
editions, respectively, until July 201 S.
The information in this letter is valid until 8/3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visk
www.stronate.com for additional pertinent Information. If you have questions or reed further assistance regarding
this matter, please contact the Simpson Strong -Tie Engineering Departrrient at SW.QN.5099.
Sincerely,
SIMPSON STRONG -TIE COMPANY INC.
A114
Keith Cullum, P.E., LEED AP dwfBDW
Engineer. Southeast U.S. Branch
Page I of I
Simpson Strong Tie Comparry Inc. 2221CountryLsno Md(imay,TX75004 Phone: 972.542.0320 Fax972.542.4138 proev.stron,flaagnt
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A3
FL17244.1
ESR-3455
A23
FL10448.2
ESR-20M
H02110-2
FL17232.3
ESR-3445
HU210-2
FL10856.4
ESR-2649
MD212-2
FL17232.3
ESR-3445
HU212-2
FL10856.4
ESR-2549
HD216
FL17232.3
ESR-3445
HU21e
FL10856.5
ESR-2549
PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018
HD21e-3
FL17232.3
ESR-340
HU21e-3
FL1085e.1
ESR-2549
HD26
FL17232.2
ESR-3445
HU2e
FLIDOW3
ESR-2649
As required by Florida Statute 553.842 and Florida Admlnistrativo Code 9B.72, please provide the information and approval numbers on the building components listed below it 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 product approval numberfor any of the applicable listed
products.
HD28-2
FL17232.3
EBR-3445
HU28-2
FLIOSSe.4
ESR-2649
HD410
FL17232.4
ESR-3445
HU410
FL10856.9
ESR-2W
HD412
FL17232.4
ESR-3445
HU412
FLIOSW.9
ESR-2549
Category/Suboategory
Manufacturer
Product Description
Approval Numbed(s)
Tom Pressures
HD810
FL117232.4
ESR-3445
HU610
FL10858.10
ESR-2649
1. EXTERIOR DOORS
HDO410
FL17241.7
ESR-3444
HUCQ410
FLI 1488. 11
SIM200804
HGA10
FL17699.1
Evaluation Report
HGA10KT
FL11470.4
SIM200803
A. SWINGING
TharmsTru
Firber-Classic and Smooth-Stor (NON -IMPACT)
FL204el.1
+e7.0/-87.0 per
W
HGAM10
FL17699.1
Evaluation Report
HGAM10KT
FL11470.4
SIM200803
ThermaTru
Firber-Classic and Smooth-Stor (NON -IMPACT)
FL204el.6
+67.01-67.0 par
HHCP2
FL17238.7
ESR-3448
HCP2
FL10447.2
ESR-2551
ThermsTru
Firber-Classic; and Smooth -Star (NON -IMPACT)
FL204el.9 - -- ---
+67.0147.0 pet
HTA16
FL176M.4
Evaluation Report
HETAIG
FL11473.5
SIM200802
ThermsTru
Firber-Clessic and Smooth -Star (NON -IMPACT)
FL20481.14
+67.0/-67.0 pet
HTA20-18
FL17e8O.4
Evaluation Report
HETA20
FL1 1473.6
SIM200802
ThermaTru
ClassirCraft and Benchmark
FL16225.1
+67.0/47.0 par
HTT16
FL17324.2
Evaluation Report
HTT16
FL11496.1
ES-0130
ThermaTru
Smooth -Star and Benchmark
FL15225,5
+e7.01-67.0 pet
HTT45
FL17324.2
Evaluation Report
HTT22
I'Ll 1498.1
ES-0130
ThermaTru
FiborClasolc, Smoothstor, ClassloCreft, Rustic
FL7640.1
+v.0/47.0 pet
HTW10
FL17244.8
ESR-3455
HTS18
FL1045e.22
ESR-2813
HTW20
FL17244.8
F-SR-3455
HTS20
FL1045e.23
ESR-2613
B. SLIDING
MI Wridows and Doors
Series 420
FL115332.1 - FL15332.5
+40.01-40.0 Pat
HTVV24
FL17244.8
ESR-3455
HTS24
FL10458.24
ESR-2613
PGT
Series 3570
FL251.10
HTW30
FL17244.8
ESR-3455
HTS30
FL10458.2a
ESR-2e13
C. SECTIONAL
Clopay Building Products
R"idenbal WlndCode Doors W5 (8X7)
FL15279.37
+30.0/-32.0 per
HTWM1e
FL6223.2
Evaluation Report
HTSM18
FL1 1473.11
SIM200802
Clopay Building Products
Residential WindCode Doors W5 (IGX7)
FL15279.63
+30�0/40.0 psf
HTWM20
FL6223.2
Evaluation Report
HTSM20
FL1 1473.11
SIM200802
Clopsy Building Products
Residential WndCodo Doors V0 (SX7)
FL15279.85
+38.0/-42.0 pet
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10458.18
EBR-2813
Clopay Building Products
Residential WndCode Doors W8 (IOX7)
FL15279.102
+37.0/-41.0 Pat
HUGT3
FL6223.3
Evaluation Report
HGT3
FL10458.19
ESR-2813
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
807,707,727,747,and 647 Single & Pairs of Doors
FLI 1537.1
N/A (see inst s"
HUS210-2
FL17232.8
EBR-3445
HUS210-2
FL10856-R4
ESR-2549
-
HUS212-2
FL17232.6
ESR-3445
HUS212-2
F1.110856.11
ESR-2549
2. WNDOWS
HUS26
FL17232.6
ESR-3445
HUS26
FL108W.11
ESR-2549
A, SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+50.0/-55.0 Pat
HUS28
FL17232.6
ESR-W5
HUS28
FL1085e.11
ESR-2649
PGT
Series 5500
FL239.7
HUS28-2
FL17232.6
ESR-3445
HUS28-2
F1.1085611
ESR-2649
B. HORIZONTAL SLJDER
MI Windows and Doors
Sorla$ 188
FL15351.1
+40,0/-50, 0 Pat
JL24
FL17232.7
ESR-3446
LU24
FL10065.103
ESR-2549
C. FIXED
MI Wndows and Doors
sod" 185
FL15349.1
+40.0/40.0 pet
JL26
FL17232.7
ESR-3445
LU28
FL10655.104
ESR-2549
PGIT
Sarles5520
FL243.9
JUS210-2
FL17232.11
ESR-3446
LUS210-2
FL10565.107
ESR-2549
D. MULLION
MI Windows and Doors
Sedo&5764
FL15363.2
N/A
JUS24
FL17232.110
ESR-3445
LUS24
FL10655.109
ESR-2549
PGT
Series 5600
FL261.1
N/A
JUS28
FL1723211
ESR-3445
LUS26
FL10555.111
ESR-2549
E. OTHER
JUS28-2
FL17232.11
ESR-3445
LUS26-2
FL10655.112
ESR-2549
JUS28
FL117232.11
ESR-3446
LUS28
FL10655.1113
ESR-2649
JUS40
FL17232.11
ESR-3445
LUS46
FL10565.118
ESR-2549
3. PANEL WALL
KLEG3
FL17241.15
ESR-3444
LEG3
FL10W7.71
ESR-2615
A. SIDING
James Hardie Building Prod.
Complank Lop Siding and HardloPlank Lop Siding
FL13192.1 - FL13192.2
N/A
KST260
FL17244.15
ESR-3455
MST80
FL10852.7
ESR-2105
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL16272.2
+70.01-70.0 par
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FL17244.18
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LSTA12
FL10852.4
ESR-2105
C. OTHER
LSTA15
FL17244.18
ESR-3455
LSTA15
FL10852.4
ESR-2105
LSTAIS
FL17244.18
ESR-3455
LSTA18
FL10852.4
ESR-2105
4. ROOFING PRODUCTS
LSTA24
FL17244.18
ESR-3455
LSTA24
FL10852A
ESR-2106
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
LSTA30
FL17244.18
ESR-3465
LSTA30
FL10852.4
ESR-2105
B. UNDERLAYMENTS
Temko
151b Felt Underlayment
FL112328.6
N/A
LSTA36
FL117244.18
ESR-3465
LSTA30
FIL10862.5
ESR-2105
C. ROOFING FASTENERS
NOT USED
LTS19
FL17219.2
ER-0200
LTT19
FL11496.3
ER-130
0. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
LTS20B
FL17219.2
ER-0200
LTT20D
FL11496.3
ER-130
Florida Metal Products, Inc
Vent RVIO
FL216W.3
N/A
LTT131
F1.172191
ER-0200
LTT131
FL11496.3
ER-130
Lornanco, Inc
DA-4 Exahust Vent
FL17202.1
NIA
L7W12
FL17244.8
ESR-3455
LTS12
FL10456.29
ESR-2613
E. ROOFING TILES
Boral Tile
Villa ODO
FL7849,27 - FL7849.28
N/A
LUGT2
FL17240.2
ESR-3447
LGT2
I'Ll 1470.7
SIM200803
Sorel rile
Saxony 9W
FL7849, 18 - I'l-7849.20
N/A
MP3
FL17244.22
ESR-3455
LS30
FL10448.15
ESR-26M
F. METAL ROOF
Gulf Coast Supply & Manufacturing, LLC
0.032"Aluminum GuItLok 10" wide roof panel
FL11051.2 R3
NIA
MP34
FL17244.23
ESR-3455
A34
FL10440.3
ESR-26M
MP4F
FL17244.24
ESR-3456
LTP4
FL10446.19
ESR-26M
6. SHUTTERS
MP5
FL17244.22
ESR-3456
LS60
FL10448.10
ESR-20M
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL1507e.1 - FL15076.2
N/A
MPH3516
FL17240.3
ESR-3447
WM1416
FL10067.88
ESR-2615
All American Shutters & Gins
-Galvanized Steel Storm Panels
FL17869.1
N/A
MSTA12
FL17244.18
ESR-3455
MSTA12
FL10852.8
ESR-2105
S.STRUCTURAL
MSTAIS
FL17244.18
ESR-3455
MSTA15
FL10852.8
ESR-2106
COMPONENTS
MSTAIS
FL17244.18
ESR-3455
MSTAIS
FL10862.9
ESR-2106
A, WOOD CONNECTORS/
USP Structural Conn.
"a chart
MSTA24
FL17244.18
ESR-3456
MSTA24
FI-10862.9
ESR-2106
ANCHORS
Simpson Strong-Tle
a" chart
MSTA38
FL17244.18
ESR-3465
MSTA38
FL10852.9
ESR-2105
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL19N.1 - FL1999.4
NIA
MSTC40
FL17244.26
ESR-3455
MSTC40
FL10852.11
ESR-2105
MITak Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
MSTC52
FL17244.26
ESR-3455
MSTC52
FL10852.11
ESR-2105
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FU6527.6
N/A
MTW12
FL17244.8
ESR-3455
MTS12
FL10456.33
ESR-2613
MTW16
FL17244.8
ESR-3455
MTS18
FL10456.34_
ESR.26113
D. MATERIAL
Cast-Croto Corp.
High Strength Concrete Untels
FL158.1
N/A
MTW1S
I'Ll 7244.8
ESR-3455
MTS18
FL10456.35
ESR-2013
Commordal Concrete Products, Inc.
High Strength Concrete Untels
FL1774
NIA
MTW20
FL17244.8
ESR-3455
MTS20
FL10458.36
ESR-2613
MUGTIS
FL17240.5
ESR-3447
MGT
I'Ll 1470.9
SIM200803
NFM36X12
FL678.2
Evaluation Report
MBHA3.5&11.25
FL13904.e
ESR-2816
NFM36X1SU
FL578.3
Evaluation Report
MBHA3.5W16
FL139N.8
ESR-2e16
I
I
PAU44
FL117239.13
ESR-3449
HDU2.SDS2.5
FL10441.4
ESR-2330
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the
jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and codified to comply with, 3) copy of the applicable manufacturers installation roqWromonts. Further, I
understand these products may have to be removed if approval cannot be domonstrated during Inspection.
PAUW
FL17239.13
ESR-3449
GLTV3.518
FL10687.8
ESR-2816
PHD2A
FL17219.3
ER-0200
FGTR
FLI 1473.2
SIM200802
PHXU3616
FL17241.20
ESR-3444
CSIS
FL10862.1
ESR-2105
RFUS
FL8223.5
Evaluation Report
HI
FL10458.5
ESR-2613
RS150
FL17244.27
ESR-3455
H10
FL10455.8
ESR-2613
RT15
FL17236.3
ESR-3448
H10-2
FL10458.7
ESR-2813
RT18.2
FLI 7238.2
ESR.3448
H10A
FL10456.6
ESR.2613
RT16A
FL1 7236.2
ESR.3448
H3
FL10458.13
ESR-2813
RT3A
FL17235.3
ESR-3"S
H4
FL10466.14
ESR-2613
RT4
FL17238.3
ESR-3448
H6
FL10468.16
ESR-2813
APPLICANT SIGNATURE
DATE
RTS
FL17236.3
ESR-3448
H2.5
FL10456,11
ESR-2813
RT7
FL17236.3
ESR-3448
H2.5A
FL10456.12
ESR-2613
RT7A
FL17236.3
ESR-3"S
H8
I'Ll 1470.3
SIM200803
RTaA
FL17236.3
ESR-3448
SPI
FL10456.41
ESR-2813
SPT22
FL1724430
ESR-3455
SP2
FL10456,42
EBR-2613
SPT24
FL17244.31
ESR-3455
SP4
FL10456,43
ESR-2613
SPT4
FL17244.32
ESR-3465
Spe
FL10456.44
ESR-2613
SpTe
FL17244.32
ESR-3455
Spe
FL10458.45
ESR-2013
SPTS
FL17244.32
ESR-3455
SPH4
FL10456.4e
ESR-2613
SPTH4
FL17244.32
ESR-3465
SPHS
FLlD455.47
ESR-2613
SPTHO
FL17244,32
ESR-3455
SPHS
FL10456.48
ESR-2013
SPTH8
FL17244.32
ESR-3455
U24
FL10656.141
ESR-2549
SUH24
FL17232.13
ESR-3445
HHUS28-2
FL10855.3
ESR-2549
THD28
FL17232.18
ESR-3445
HHUS410
FL10855.4
ESR-2549
THD28-2
FL17232.16
ESR-3445
HGUS5.25/12
FL11468.11
SIM200804
THD410
FL17232.16
ESR-3445
HGUS414
FL11468.10
SIM200804
THD412
FL17232.16
ESR-3445
HDQ8-SDS3
FL10441.1
ESR-2330
THD612
FL17232.16
ESR-3445
MSTAM24
FL1 1473.19
SIM200802
THDH414
FL17232.17
ESR-3445
MSTAM36
FL11473.19
SIM200802
UGT83F
FL2033.1
Evaluation Report
MSTCM40
FL11473.19
SIM20OW2
UPHD8
FL17219.5
ER-0200
HHETA20
FL11473.9
SIM200802
LGT3-SDS2.6
FL11470.7
SIM20DB03
LGUM26-2
FLI 1473.12
SIM20OW2
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Florida Department of Business & Professional Regulation
P.O. 1.12
Florida Departrnent of Business & Professional Regulation
Pp2cf2
Building Codes and Standards
300011
Building Codes and Standards
20=18
Product Approval Application Detail
Product Approval Application Detail
Awl Product Model Number or Namos
Product Getoollon Cordrad
ffimiradw Data
Actstavisedfarl.1"
In KVflZ
Aporoved ror uss
Qubdd9l4VM
gma
Resistant
Dwain
Prowwro,
Italy a
20 20
Dom roano
me
18 26 Go. GulfPSA
fan 20 Go� Gg1fPSR Rod Panel over lx4 Wool
0411212024
yes
Yes
NIA
-NIAI
3ku version
Usaftawall
Engineer: A, Liconsis
VallddW SUCITIMed
FBC AWroVal
AccortnOod
jktd
Purly a over 15132" Plywood
-151.7PSIF
10 26 Ga. GuVSR
Mr, 26 Ga. GulfPSR War 15/32" Plywood
04/12)2024
Y.
yes
N/A
-NIN
R-i.i. 2017
Gulf Coast Supply & Manufacturing, LLC.
Eng Cwvld Daniel S. Kuhn Lack. Boadlen P.E+
IOM2MI7 10110=17
101170017
IVIV2017
Ap;xwed
-154.7PSF
Category: Roc*ng
(352) 4911-0778 PE-75519 (334) 300-1800
20 20 06. GuIfPSR
Wn 20 Ga GulfPSR war Us Wood Purigns, "r
04112,2024
No
yes
N/A
+NlAt
SubCal Metal Roofing
Infteiguiloossisupplycom
1542": Plywood
-1511PSF
Compiler. Method: Evolubtlon Report fmm a
21 26 Ga. GuMb
Wn 26 Ga. GultRib over U4 Wood Purilne war
04/12f2024
No
Yee
N/A
-N/Al
Florida Registered Architect or a Licensed Florida
15;32&qol; Plywood
.164.2PSF
Professional Engineer
22 26 Ga. Ou"Rib
W 20 Ga. GuffRib � I SM&quat: Plywood
04/l2aQ24
No
Yee
N/A
-N/Al
,� � ": - r, " ,
.. ''
11 I ,
�:' ,
.
-159.2PSF
Fiji*; idmilia':
I L�� ,
� :: ''
23 26 Go GuffRib
Mn 26 Go GulfRib �r 15M&q,.t; Plywood
04/12/2024
Y.
Yes
NIA
NIA(
-t5g2PSF
Quality
Ainarroce
AcolortradfartJois Aceirvoid
W Usai
cold-
24 20 Ga O.IfRib
Min 26 Ga, GulMlb over U4 Wood Puflins �or
04/il/2024
Y.
yet
NIA
-N/A/
Awl
Product Coscriction Contract
Expiration Date
In HVNZ outside
HVIJZ
R"stand
leffiew.
15/32" Plywood
-164.2PSF
I
0.0328duot: AJUM4WM 5V Crimp
Ifin 0,032&cluct 5 V Crimp Nurrinurn Roof Panel
04(1212024
No
Yes
NIA
-N/A/
25 29 Ga. GultRib
lifin 29 Ga Gulffilb -or 10 Wood Purlins wer
04112/2024
NO
Yee
N/A
-NIA/
over i&132" Plywood
-108.51PSF
l5nXquol: Plywood
-123.5PSF
2
0.032&quat; Aluminum Gulf Los
14n 0.032&quat: Alminurn Gulf Los iG" Wide
04112/2024
No
Yee
N/A
-N/A1
26 29 Ga. Ou"Rib
lien 29 0. GuffRib over I U32&cluot: Plywood
0411212024
No
Yes
N/A
-N/A/
R0*fP,m8IftW15/32&qud; Plywood
-116.OPSF
-146,OPSF
3
1 " 2499 Gulf Snap
1" Gulf3map 24 GM 178quot: vAcl* Rof Panel
04/12/2024
Yes,
Y"
N/A
-NW-131 CPS
27 29 Go. GuHRib
Min 20 Go GuRRIb over lx4 Wood Pudins over
04/1212024
No
Yes
N/A
-NIAI
", i5/32" Plywood
7)16&quat:O,SB.
_101CPSF
4
1" 2490. VersaLoc
I" VersaLoc 24ge 16.54duat; Wide Rooflpensl
04/1212024
Yoe
Y.
N/A
-N/A/
26 29 Go. GuMb
W 28 Ga. GulfiRlb over 7/1 aliquot; O.S.S.
04/1=024
No
Yes;
N/A
+NIAI
over 16/32": Plywood
138.5PSF
-116.OPSF
5
I&QU01; VKNLM.032" Auummurn
1" VersaLoc min 032" Aluminum over
041202024
Yee
Y"
N/A
-N/Al
15132" Plywood
.101.OPSF
5
1+5&qM; 24ga. Gulf Snap
1.5"� Gulf Snap 2490. 1 Uquot; Wide Roof
04/12J2024
Yee
Yes
N/A
-N/Al
Panel over 1028,quot, Plywood
-116.OPSF
search Chool,
7
1.5&qut; 249s. VauLoc
1.5" VefsoLoc Min 24gs. 16&quct; wide Roof
04/lZ2024
Yee
Y.
N/A
-NIA/
Pool over 15(32&q.,t; Plywood
.123,5PSF
Ca& Volm
2017
FIL 0: 111651
a
2&quo(: 24g.. Mg.Loc
Min 24 Go 2&quol; MpLoc 18&quat; wide Roof
04112,2024
No
Y"
NIA
-N/At
Apallcallain TV":
ALL
Product MariLftalurl ALL
Panel mr I5rJ2": Plywood
-lO&,5PSF
Coto":
ALL
Olubcolagory: ALL
9
24 Go Gulf Lak
son 24 Ga+ Gulf Los 1 S" 'Mod over 151324.quol;
04/1212024
No
Yee
N/A
-NIM96,7P$F
Application Status:
ALL
ComplIal Mooha&. ALL
10
24 Ga. Gulf Seam
Plywood
Nkn 24 Ga. Gulf Sum ld" Wide R cot Pam?
04MV2024
No
Yes
N/A
-N/AP83,5PSF
Quality Asesumence INKy Contract expired:
ALL
Product Model, Munfier or Photons: ALL
o�*' 10 Wod purists over I W328duot: Plywood
Product Description:
ALL
Approved for ua. 1. NVKZ: ALL
11
24 Go Gulf&...
Ifin 24 06. Gulf Seam, I 3/4&quct; Snap Look,
04/1212024
No
Y.
N/A
-N/Af
Approved Ior use Outside WHZ:
ALL
Impact Rosistal ALL
18": Wda Roof Panel over I &32" Plywood
-108*SPSF
Dealgin Pressure:
ALL
Det. From: ALL
12
26 GO 5V Crimp
lAn 26 Ga. 5V Crimp Roof Panel over 15132":
001212024
yes
Y.
N/A
-N/Al
Dots, To:
ALL
Plywood
_ I 5G.6PSF
13
28 Ga. 5V CAMP
liffin 26 Ga. 5V Crimp over 1W2&quo1: Plywood
04/12/2024
No
yes
N/A
-N/*131,PSF
1 4
20 Go 5v CdMp
son 26 Gs� 5V Crimp Roof Panel over Us Wood
04/1212024
No
Y.
N/A
-N/Al
P.rAn. �' i5rJ2&qot: Plywood
.156.5PSIF
15
26 02. Gulf Los
Ithn 26 Ga. Ou f Lok 1 Uquot Wide Roof Panel over
04/12)2024
Yee
Yes
N/A
-N/Al
15/32" Pl=
-101.OPSF
IQ
20 Go Gulf Lk
Min 26 Ga+ Gulf Los 1 Uquot; Wide Roof Panel
04112r2O24
No
Y.
N/A
-NW63.5PSF
IW2" Plywood
17
20 Ga GuIfPSR
Min 20 Ga. Gulf POR Roof Panel over 151328dwal:
04/1=024
No
Yes
N/A
+N/Al
Plywood
.154 7PSF
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