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INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1.1
FIRST FLOOR PLAN
1.2
SECOND FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAIL
4.1
FIRST FLOOR ELECTRICAL PLAN
4.2
SECOND FLOOR ELECTRICAL PLAN
5.1
ROOF PLAN
... . . .......
6.1
7.1
FOUNDATION PLAN
FLOOR FRAMING PLAN
ABBREVIATIONS
7.2
ROOF FRAMING PLAN
AB or A.B. Anchor Bolt
FIX or FXD Fixed
PWDR or Pwd Powder Room
8
LINTEL DETAILS
ABV or Abv.
AC or A/C
ADJ or ADJ.
Above
Air -Conditioner
Adjustable
FLR or Fir. Floor
FLR SYS or Fir Sys Floor System
FOM or F.O.M. Face Of Masonry
RA or R/A or R.A.
RAD or Rad.
RAG or Rag.
Return Air
Radius
Return Air Grill
. ..... . .... .
. ... ....
SN
SN1
STRUCTURAL NOTES
DETAILS
AFForA.F.F.
AHU or A.H U.
Above Finished Floor
Air Handier Unit
FP or F.P. Fireplace
FIR DR French Door
REC or Rec.
RECEPT
Recessed
Receptacle
------
-------- -
S3M
DETAILS
S4
ALTorALT Alternate
FRT Front
REF or Ref Refrigerator
DETAILS
BC
BF
Base Cabinet
Btfold Door
FT or Ft. Foot/ Feet
FTG or Ftg. Footing
REINF
REQD or Req'd,
Reinforcing
Required
- -------
. ......
DETAILS
S5
S6M
BK SH or Blk Sh
BLK or BLK
BookShelf
Block
FXD GIL Fixed Glass
GALV or Galv. Galvanized
RM or Rm
RND or Rnd
Room
Round
DETAILS
ST
SS
BLW or BLW. Below
BM or Bm. Beam
BOT or Bot. Bottom
GC or G.C. General Contractor
GFI or G.F.I. Ground Fault Interrupter
GT or G.T. Girder Truss
RO or R.O. Rough Opening
RS, R/S, R/SH or R&S Rod and Shelf
SD or SD. Smoke Detector
DETAILS
RETROFIT DETAILS
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd. Gypsum Board
SGD
Sliding Glass Door
D1
SECTIONS & DETAILS--
BRG or BRG.
C
Bearing
Carpet
HB Hose Bibb
HDR or Hdr. Header
SH or Sh.
SHT
Shelves
Sheet
SECTIONS & DETAILS
D2
CAB
Cabinet
HGT or Hgt. Height
SHWR or Shwr.
Shower
WP
WATERPROOFING DETAILS
CIR or Cir.
CJ or C/J
Circle
Control Joint
HH or H.H. Hand Held (plumbing faucet)
HORIZ Horizontal
SL or S.L.
SPECS or SPECS.
Side Lights
Specifications
7
PA1.0
PRODUCTAPPROVALNUMBERS
CLG or Clg
Ceiling
HS Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
PA1.1
PRODUCTAPPROVALNUMBERS
CMU
COFF or Coff
Concrete Masonry Unit
Coffered or Tray Ceiling
ILO In Lieu Of
INSUL or Insul Insulation
SQ FT or SF or S.F.
SO or Sq.
Square Foot (feet)
Square
--
PA1.2
PRODUCTAPPROVALNUMBERS
COL or Col.
Column
INT or Int. Interior
STO
Storage
PA1.3
PRODUCTAPPROVALNUMBERS
COMM or Comm.
Community
K/WALL or K/Wall Kneewall
SW or S.W.
Shear Wall
COMP or Comp� Compressor
KS or K.S Knee Space
SYP or S.Y,P Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay. Lavatory
TEMP or Temp
Tempered
CT or C.T
D or D
Ceramic Tile
Dryer
LF or L F Linear Ft.
LL Lintel Length
THIKN or Thilk'n
TOB or T.O.B.
Thicken
Top of Block
DB
Door Bell
LT Laundry Tub
TOM or T 0 M
Top of Masonry
DBL or Dbl.
DCF
Double
Decorative Cementitious Finish
MAS or Mas. Masonry
MAX or Max Maximum
TOP or T O.P
TP
Top of Plate
Toilet Paper Holder
F
DEC or Dec.
Decorative
MC Medicine Cabinet
TR
Towel Ring
�J
DED or Ded.
DIA or Dia.
Dedicated (outlet)
Diameter
MFR or Mfr. Manufacturer
MGT Management (room)
TRANS WOW or Trans
TYP or Typ
Transom Window
Typical
DISP or Disp. Disposal
MIN or Min Minimum
LIC or u.c. Under Counter
DIST or Dist.
Distance
MIR or Mir. Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L. Microlarn
UNO or U.N.O.
Unless Noted Otherwise
DS or D S.
Drawer Stack
MONO or Mono Monolithic
Vorv�
Valve (shower or tub/shower)
in
DTL
Detail
MVV or MICRO or Micro Microwave
VB
Vanity Base
DVor D V
Dryer Vent
NTS or N.T S. Not to Scale
VERT or Vert.
Vertical
DVP or D.V P.
Diverter Valve (plumbing)
OE or O.E. Owner's 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
W or w
Washer
ELEC or Elec.
Electrical
PC Pull Chain
W1 or w/
Wth
ELEV or Elev.
Elevation
FED or Ped Pedestal
WA or W.A.
Wedge Anchor
EQ Equal
PH Phone
WC or W/C or W.C. Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt. Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PIL or P1 Parallam
WDVVHDR or VVDW HDR
Window Header
EXT or Ext. Exterior
PLF Pounds per linear foot
WH or W H� Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit Sh Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fort.
Foundation
PLT HT or Pit, Ht Plate Height
WM or W. M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF Pounds per square foot
WP
Water Proof(ing)
FIN
Finished
PT or P T, Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Flr.
Finished Floor
PW or P.W. Pre -wire
WWF
Welded Wre Fabric (Mesh)
REVISIONS
06-09-17 1.0 NEW BASE PLAN
12-28-17 2.0 2017 FBC CODE UPDATE
01-04-18 3.0 ADDED HVAC IN LAUNDRY
MEAN ROOF 15 FT. HIGH TYPICAL
02-21-18
4.0
ADDED GRADE BEAM 150
MPH ENG.
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR2STORYHOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
04-13-18 4.1 REV. DOOR TO WC IN M. BATH
08-18-18 4.2 ADD ATTIC ACCESS TO 1 ST FLR.
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
IfNi 114
JIL
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OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
pgeVAJUNG
-
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
ALL VC:
CODFAi
ORDINANOib MAR, 2 4 2019
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
3246
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
tl
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
I
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To the best of the Engineers knowledge4 information and belief
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Residential 6th Edition. Engineers signature and sea] is only for
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Engineers signature and seal.
LENNAR1
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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FIRST
FL
HEADER SCHEDULE
MARK HEADER SIZE REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 112"
FLITCH PLATE
<@>(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP Wit 1/2"
FLITCH PLATE
(2) - 1 314" X 11 1/4 LVL
2.OE Fb=2600 PSI
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2600 PSI
<e>(2) - 1 3/4" 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 Wit 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
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 1 3/8" in thickness, solid or
honeycomb -core steel doors not less than 1 3/8" 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.
M 1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
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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N SHEET SEE SN SHEET
Q
140 MPH
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
WALLLEGEND
MASONRY HGT. @ 8'-8"A.F.F.
TYP. 2x FRAME WALL
1 1 1 1 1 1 1 1 1 1 777=1 BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "B"
1ST FLOOR LIVING AREA 1880
2ND FLOOR LIVING AREA 1375
LIVING TOTAL 3255
GARAGE 679
ENTRY 159
TOTALAREA 4093
INSULATION REQ.
LOCATION
R-VALLIE /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
OOR PLAN - ELEV-B
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
!R-11/R-13 KRAFTFACED
SCALE: Y4"=1'-0" I (GARAGE / LIVING)
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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. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal
N N A R
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4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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VERSION NO 42
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*VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
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SCALE: Y4"=1'-0"
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 1 3/8" in thickness, solid or
honeycomb -core steel doors not less than 1 3/8" 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. Bid. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bid. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Ed. 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.
R3112.2� 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 (1102
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
WALLLEGEND
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TYP. 2x FRAME WALL
I I I I I I'l,C1,1, BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 111311
1ST FLOOR LIVING AREA 1880
2ND FLOOR LIVING AREA 1375
LIVING TOTAL 3255
GARAGE 679
ENTRY 159
TOTAL AREA 4093
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
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16) RISERS AT 7 9/16"
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Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Minder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair,
Nosings:
The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4
inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
the nosing at the level of floors and landings. Beveling of nosings shall not exceed 112 inch.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches, Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
surface to the required guard height that allow passage of a sphere 4 inches in diameter.
Under -stair protection:
Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
enclosed side with 1/2-inch gypsum board.
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INTERIOR ELEVATIONS.
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SPECIFICATIONS
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SPECIFICATIONS
12
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HEEL HEIGHT
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U-N.C.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES**
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 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 ASTIVI 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-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1 . Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 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 construction 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
FRONT ELEVATION — B
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%
SCALE- 1/4"=V-0"
but no more than 50% of the required ventilation is provided in the upper portion o
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be venfied with Manufacturer Specifications)
e OFF -RIDGE VENTS 138 SQ. IN� OF NET FREE AREA / UNIT
- SOFFIT VENTS 7 SQ IN OF NET FREE AREA / SQ. FT
*If not enough vented soffit is promded due to fire protection, the contractor shall use the
following approved vents-
- LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN OF NET FREE AREA / FT.
"FOrTnUla (Sq. Ft Soffit Needed) x 7 - (Sq In Needed) / 9 = (Linear Ft of Dea-Air Needed)
11-0", _ � - - - -
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SHEATHING
(TYP.)
2nd FIN. FLR.
— — — — — — — — — — — — — — — — — —
-7- - - -
— — — — — — — —Asm ime — — — — Bab T.O.M.
— — — — — — — — — — — — — —
L - — — — — — — — — — — — — — — — — — — — — — — — — — --
TEXTURED
CEIVIENTITIOUS
FINISH ON C.M.U.
(TYP.)
12
51
4' OFFRIDGE VENT
8'RIDGE VENT
5'RIDGE VENT
W-01, HDR HGT.
I— F.FL,
12
A
HEEL HEIGHT
_J -- -- — — — — — — — — — — — — — — — — —
=L7-
- -- --- — — — --- — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — - — — — — T. 0. P.
_U r
HDR. HGT.
--TEXTURED
CEIVIENTITIOUS
FINISH OVER
SHEATHING
(TYP.)
ci
12
-------------
- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - --- - - - - - -
2'-0"
TEXTURED —
CEMENTITIOUS
FINISH ON C.M.1
(TYP.)
3 TAB SHINGLES. ROOF —
INSTALLED AS PER IMANUF.
SPECIFICATIONS
12
3.5
2nd FIN. FLR.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- — — — — — -- — — - — — — — — — — —
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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-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 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 construction 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
REAR ELEVATION — B
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%
SCALE: 1/4"=1
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
*If not enough vented soffit is provided due to fire protection. the contractor shall use the
following approved vents:
* LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed)
LEFT ELEVATION — B
SCALE: 114"=l'-O"
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FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
I it L
200A INDOOR PANEL
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NEMA 1
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01 # 10-2 copper to WH
10 # 10-3 copper to Dryer
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TERMINATIONPER -I— WITH CODE APPROVED ItkGIFF
NEC 14, 250.94 CLAMP PER 250.50 AND
250 52 OF THE 2014 NEC
---------------------------------------------- j
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 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 cc alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and
shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure 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
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WEATHERPROOF DUPLEX OUTLET
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SPECIAL PURPOSE OUTLET
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220 VOLT OUTLET
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CEILING MOUNTED LIGHT FIXTURE
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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)
[CH]
CHIMES (OPTIONAL)
kH
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
FT9
TELEVISION (OPTIONAL)
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ELECTRIC PANEL
DISCONNECT SWITCH
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(1) PHONE LINE, (1) DATA PORT
VERIFY METER
LOCATION WITH
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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 Flonda Building Code -
Residential 6th
the structural engineering
Edition. Engineers signature and seal is only for
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.
POWER CO. FEED----_
INTERSYSTEM
BONDING
TERMINATION PER
NEC 14, 250.94
200A INDOOR PANEL
CENTER
#14 copper to lights & outlets
#12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
or 4/0 SER Alu
CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
----------------------------------------------
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 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
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
W.
WEATHERPROOF DUPLEX OUTLET
I&G.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
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THREE-WAY SWITCH
$4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
��LED
LED CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST IFAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
FT-q 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
mo�j
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
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To the best of the Engineers knowledge, information and be6f,
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
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LENNAR
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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ATTIC VENTILATION CALCULATIONS - B
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.
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(Ft.)
Total
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ATTIC
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Total SQ
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Ventilation
Ventilation
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needed
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23.0
1.0
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2719
2610
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93
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345.0
—
138�O
(Zone 1)
NOTL**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC Sth ED. RESIDENTIAL.
I I
ROOF PLAN - ELEV-B
SCALE: Y4"— 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 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-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier- The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2- One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 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 frarning
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction 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 FOLLOWING VALUES, SEE ROOF PLAN
(Values to be verified with ManUfaCtLirer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO IN. OF NET FREE AREA / SQ. FT.
*ff not enough vented soffit is provided due to fire protection, the contractor shall use I
following approved vent&
- LOMANCO DECK -AIR (Shingle Root) - 9 SQ IN. OF NET FREE AREA / FT.
-Formula (Sq Ft. Soffit Needed) x 7 = (Sq. In Needed) / 9 = (Linear Ft. of Deck Air Needed)
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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 thparinq
Engineers signature and seal
LE N NAIN
4600 W. Cypress St, Suite 200 1 Tampa, FL 3360 7
www.LennarTampa.com
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FOUNDATION PLAN — ELEV—B
SCALE: Y4"=1`-0"
NOTE:
• �V_HERE 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
WiJVF PLACED IN 1/8" SAWCUT x 1/4 SLAB
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OR FIBERMESH SHOWN ON
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SCALE: 3/4" = V-0"
CONTINUOUS
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QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
T
U.N.O.
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nf. 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-10"
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Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
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MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
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CONNECIOR
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I'ASTENERS
CONNECTOR
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SYP
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320
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1160
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U
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MINIMUM 3"MFMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLAFE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE
PLATE OFF OF THE I-RUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTF: DOURLE FELT RFQ'D ON ROOF PITCHES 3/12 & LOWER -
LOADS -- ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 241,
OC FOR CARPET AREAS
DROP HIP
DETAIL
2-0-0 MAXIUM SPACING ON VER11CALS OF (B) TRUSS
A I I
(R) —7A I I
(B)
(A)
A 11 11- 1 1
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OR 2 PLY
MT\_1
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD (cD EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-).
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. FIT
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
M.10R21DL�CAR�R—J
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INTERSECTIONS.
SPLICING
'2XCO
TLED
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE� SEE SHEET D-1 FOR ROOF FRAMING DETAII S
(2)12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ IN1
BEARING U.N.O.
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2x12 #2 PT. sYP- LEDGER -
FIELD VERIFY TOP OF LEDGER
W/ RT3A TOP& BOTTOM TO
LEDGER
(MASONRY)
1/4" x 4" TAPCON @ 12"O.C.
TYP TOP AND BOTTOM (WOOD)
1/4" X 3-1/2" WS35 WOOD SCREWS
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SHED
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SCALE: 3/4" � V-0"
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LENNAi,-
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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USP MANUFACTURING, INC.
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SPF
--A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
HETA16
9 - 10d x 1 112"
HTA16
1615
1585
10 - 10d x 1 112"
-- B
1810
—c—
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
H3
8 - 8d
RT3
610
525
D
455
320
8 - 8d X 1 1/2"
E
META20
1450
2235
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 112"
F
HHETA 20
10 - 1 Old x 1 1/2"
G
H10A
1340
3610
4350
3130
450
6645
1015
3105
3740
3050
3785
0
1005/915--
18 - 1 Od x 1 1/2"
RT1 6A
1380
1160
9-1 Od X 1 1/2"& 8-1 Od
H
HTT4
5/8"ANCH. /(18) 10dxl-1/2
HTT4
2715
5/8"ANCH. �20)
5/8" ANCH. 1(28)
1061-112 -
1 Odx 1 - 112
i
HTT5
5/8" ANCH. / (26) 1061-1/2"
HTT5
3225
K
HD38
5/8" DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
.L
HL)55.*
5/8" ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD76
17/8" ANICH. 314" STUD BOLTS
18 - 10d x 3"
TDX10
JUS26
7845
1115/1060**
—
—
4 - 7/8" DIA. BOLTS
8 - 10d
N
1165/1070
P
HUS26
1550/3335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
a
HUS28
200014220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d - 1 6d x 3-1/2
R
MTS12
1000
860
14 - 1 Od x 1 112.�
1 MTW12
MTW16
1195
1195
1005
1005
14-1 Od x 1- 1 /2"
14-1 Od x 1- 1 /2"
S
MTS16
1000
860
14 -1 Od x 1 112"
T
MTS20
1000
860
14 - 1 Od x 1 112"
MTW20
1 1195
1005
14-1 Old x 1- 1 /2"
U
MGT/MUGT
3140
3140
22 - 1 Od X (1) 5/8" ATIR 5" EMBED W/ SIMPSON "SET" EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-114"
LUGT2
1850
1810
(16)1 Od NAILS AND
(5) 1/4" x 3" WEDGF
TITIENS
BOLTS
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
24-1 Od X 1 112"
Spi
585
535
10- 10d
SPT22
685
8 - 10d
SP2
1065
605
12 - 10d
SPT24
1030
12 - 10d
HCP2
1 645
555 1
12-1 Od X 1 1/2"
MINIMUM 3" MFMBFR
REACTIONS ARE FOR ROOF LOADS ONLY
DO
NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE
PLATE OFF OF THE TRUSS -
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHFS 3/12 & LOWER.
LOADS -- ROOF � L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP
DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
+)
A I I
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(A)
A
A
%\—1 OR 2 PLY
CARRIER
I—T I
1-8-8 CLEAR GAP BETWEEN (B) TRUSSFS 6")
'FASTEN
EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--).
1B
(B
INTERSECTING
POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS * FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN
LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER
(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES, R1
+
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
1 OR 2 PLY CARRIER—J —(A)—
INTERSECTIONS.
SPLICING
XC L
2 x CONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
UPPER FRAMING PLAN - ELEV-131
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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 heming
Engineers signature and seal.
E N N A Focff-
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
vwlennaffampa.com
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DATE 10/2/2018
TECH: MIAMES
VERSION No' 4
SHEET NO.
7.2
GENERAL INSTALLATION N TES
1 . Provide full mortar head and bed joints.
2. Shore filled linters as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-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 L/360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
jo. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical I Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS I
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SCALE = N.T.S
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TYPE DESIGNATION
F = FILLED WITH
GROUT/ U = UNFILLED
R = RECESSED
QTY. OF #5
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QUANTITY OF
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NOMINAL -
HEIGHT
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Lr) 3. grouted per ASTM C476 fg = 3000 psi w/
C'4 4. maximum 3/8" aggregate and 8" to 11" slump.
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5. Concrete masonry units (CMU) per ASTM C90 w/
CN minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
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04 L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
C>
I 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)
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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 manufacturer's specifications for Installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturers 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/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box linters prior to
applying the cementibuos coating. See contractor specifications
A A A
6'-10" LL 6'-8" LL 6-10" LL
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LINTEL PLAN — ELEV-13
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To the best of the Engineers knowledge, information and belief,
the structural plans and spedfirations 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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DATE 10/2/2018
TECH: MJAMES
VERSION NO' 4n2
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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, CIBA-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 JALOUSIES SHALL COMPANY WITH SECTION R308.2
I R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
I 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 ± 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 X2 INCHES (38 MM) IN
HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, 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.
STRUCTURAL
NOTES
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
11,11.4.
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 TRI 1-14.
1.2. DESIGN:
1.2,11.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 51TMS 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 ed. (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.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.11,15.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2. LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2,2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3. RAILING
LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 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 L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS
FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
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+P CONCRETE EXPOSED TO EXTERIOR: 2"
C-1-13 CONCRETE NOT EXPOSED:
1 Y2..
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 Y4
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2. CONCRETE:
MODULES OF
4.2.1.
CONCRETETYPE MIN. 28 DAY ELASTICITY
DESIGN (fc) DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi
C-I-P GROUT 3,000 Psi 3,122 Ksi
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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. 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 �OTED'
DATE 10/2/2018
TECH: IVIJAMES
VERSION No' 4z2
SHEET NO.
SN
4.2.2.
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 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'rn = 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 SPF #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 APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U,N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" 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: ASTM A500, GRADE 8 Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO"J" BOLTS ARE NOTED ON PLANS,
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
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. 11�
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 ed. (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 R31 8. 1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
,Trinkler,sx,stems including all risers and
-0" of the building side wall.
spray hea s shall n t be installed within 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - 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 traps,
etc., shall be made with rmanent metal or plastic forms. Permanent forms must be
191 eliminate the disturbance of soil after the initial treatment.
of a size and depth that .11
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If ri;inTIl occurs before vapor retarder placement,
retreatment is require .
9. FBC-R R jocrete oyerpoU and mortar along the foundation perimeter
e '1 'j bC re exterior sot treatment.
must b emove e
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
b a licensed pest control company before a certificate of occupancy will be issued.
T�e certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. 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.
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 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
TYPE: 5B GARAGE DOORS (V = 140 MPH)
SINGLE 9x7 +26.3 PSF / -29.8 PSF
DOUBLE 16x7 +25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS,
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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-- — — — — -- — — — — —
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5-
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(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
2" X 4" @ 24" O.C.
6-1 1'
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15-4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DE91GNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
+ + I , � + +
+ + + + + + + I i I �D 4 1 1 + + . . . . . . . .
-1 - + + + + + + + +
. . . . . . . . . ID
+ 41 1 1 4 1 + + + + + . . . . . . . + + + +
+ + - +
+ 4 + .-01. (TYP.) +
64- 1 6'-0"
+ + +
+ + + +
+ + +
,-0""TYP)
+
+ +
1- 4 . . . . +
uJ + 7-1�
-i + + + 15/32" CDX
co -f + - + PLYWOOD OR
4 + 7/16" OSB
+ + + . . . . + + + + +
I i I I i f I i 7j4- + + 9 + 4 . . . . . + i I I +
I + + + + + + + + + + +
1+ + t, + K, l + + : + ++ 4 +
\—RIDGE LINE
140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE 11CII WIND ZONE
8d RING SHANK NAILS @ 6" O.C, & 8d RING SHANK NAILS @ 6" O.C. EDGES &
4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER 0. 113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
NOTE: I
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
BCI Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000S 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
I
902.0
2x lumber
Double 2 x lumber
FILL CELL
STD. 90*
CONT. #5 HOOK
BAR
STD. 90' HOOK
BOND BEAM
BOND BEAM STEP
SIMPSON MGT
wl (22) 10d
NAILSTYP. GIRDER TRUSS
CONT. #5
BAR 2X TOP PLATE
5/81
THRU
#5 CONT.
BOLT
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
--PLYW
OOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
. . . . . . . . .
INTERIOR BRG. WALL
.
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR
STUDS
above to bearing below.
SECTION INT. BRG. WALL
DOUBLE JOIST CONSTRUCTION
N.T.S.
(Not required if both loaded equally from above)
Filler blocking 1/8" min. 2" min.
} Small gap
1/8" gap 2" max. 4" max. Web Stiffener Fastener Schedule
Joist Bearing Location
Series Depth] End -- I - ntermediate
9-1/2" 1 2-8d 2-8d
1 BCI 5000e 11 -7/8"1 2-8d 3-8d
14" 2-8d 5-8d
Clinch nails 9-1/2" 2-8d 2-8d
when
BCI 6000so� 11-7/8" 2-8d 3-8d
possible 500S ®R� 2-8d 5-8d
BCI 6 14
16:: 2-8d 6-8d
1) Support back of web during nailing to prevent damage to 11 -7/8" 2-8d 3-8d
web -flange connection. BCI 60sP 14" 2-8d 5-8d
2) Block solid between joists for full length of span.
Tight fit 16" 2-8d 6-8d
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. I-
1 1�7 81, 3-16d
4� 3-16d
2x4/Plywood/OSB web stiffener 2" min. 5-16d
4) Place joists together and nail from each side with 2 rows of 1 Od nails BCI 90S
required when indicated or
" max. 16" 6-16d 6-16d
2x—: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below. -
consideration. Check
local building
code for appropriate
details in
.�One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
-J (2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drIII flanges
Boise Joist Blocking
Use 3" N Odl nails at 6" o.c.
Q�' Provide adequate bearing
for each lapped joist.
Od nails
SECTION @ INT. BRG. WALL
I
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
NOCKOUT EXEMPTS)
(see table below) D
(see table below)
L
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf 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 J
beam below Load bearing wall must stack over i I
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. kJoist can be offset
up to 3" to avoid
vertical plumbing
,��n �e o set
3" max
JOISTS OFFSET
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
Mfflm-
6" A 1Y2" ROUND HOLE MAY 6`7 6" —DO NOT CUT HOLES
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN IY2"
THE WEB. PROVIDE AT -,01 ',ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
(1h
2
o
Il4
Any 16" joist
Span (ft)
8
V-0"
V-1
V-2"
V-2"
V-3"
V-3"
V-7"
V-11 1"
2'-4"
2--9"
3'-2"
3'-7"
12
V-0"
V-1"
1'-2"
V-2"
V-3"
V-9"
2'-4"
2'-11"
3'-7-
4'-2-
4'-9"
5'-4-
16
V-0"
V-11"
V-2"
V-2"
V-7"
2'-5"
3'-2"
3'-10"
4'-9"
5'-7-
6'4"
7'-2"
20
1 1' -0-
V-11
V-2"
V-2"
2'-0"
3'-0-
4'-0"
4--1 0"
5'-11
6'-11
7'-1111
8'-11"
24
1 V-0"
1 --11
V-Sw
�-
7-5"
3'-7"
4 I:T
8'-4-
9'-6"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S.
SIMPSC
w/ (22)
NAILS I
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULEFOR
:-: AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON HETA20 It
HETAL20 INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.) — — — — —
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR 4110 0 0..
STEM
I�IFOR
0
FOUNDATION INFO 4
STEM FOUNDATION
GRADE
—Or—IKIC OCE DI AKI
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
I V1/4"-2" gap
I__,Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required it hanger
flange is laterally supported by joist hanger. /doesn't meet
height
0 requirements
0.6 X Joist
depth
I -JOISTS BUCKETS
N.T.S.
A
i-VIL, LNAZ�pt 4 �IVU
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 H10A
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
-INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'0"
CENETERED @ PIPE
PENETRATION�
.4-
4
4
I I *FLLF5U5 b,
�TT
A 4
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLN.
SIZE & REI
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'0"
CENETERED @ PI�E
PENETRATION
/PVC OR SCH40 SLEEVE
r— PLUMBING LINE
4
4 4
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's X 4-4- PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
A<. A
4
4
/Y�-
4 p—;
�A-
SEE FND. PLN.
SIZE & REINF. e-
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To the best of the Engineeres knowledge, information and be�ief,
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.LennarTarripa.com
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SCALE AS NOTED
DATE 10/2/2018
TECH: MIAMES
VERSION NO.
4m2
SHEE7 NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
(TYP.) VARIE
I S
INS
5/8" OR 1/2" HIGH ---
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL—/
NAILER
STD. 90-HOOK (SEE DETAIL
(1) LAYER TYPE 11 (#30)
UNDERLAYMENT FOR ROOF
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
FOR ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
ZTRUSS @ 24" O.C. U.N.O.
--HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
//;�CKII I
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE SOFFIT
SHEET
.8"x8"X1 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE "S" MORTAR
FINISH
1x2 PT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD__------,.
(1) #5 VERT. IN FILL
01
U.N.O.
CELLS(SEE
3--
-1�
FOUNDATION PLAN
0
-0
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
C14
W)
7
rALU
FILLED CELL TYPICAL
C:)
04
r-
MIN. 2500 PSI CONC. SLAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
co
TO CUT BLOCK OR POUR
CN
MUNICIPALITY.
CURB DUE TO SLOPE
Es
CONCRETE SLAB W/ 6X6
/—NOTE:EXTEND
C'4
C3
W1.4XW1.4 W WFOR
DECO FINISH 4" to 6"
"FIBERMESH"
-71
BELOW GRADE
ci
00 ;2�
0?
6 MIL VAPOR
BARRIER
L0
04
COMP. SOIL.
LO
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
C14
3"
MIN. CLR.
(2) #5 REBAR CONT.--/
ON 3" CHAIRS TYP.
4"
1'4'
STD. 90 NOOK (SEE
U.N.O.
DETAIL)
TYPICAL
WALL SECTION
SCALE: 3/4" = V-0"
1\
3-
�3
C"
CD
C'4
C,
Cl- OPT: DEPRESS SLAB 5 Y2';
E DEEP AND 6" BEYOND
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS�
Cn
i
C14
C�4
C)
Cn
Uj
BLOCK WALL BEYOND
14" 0 H D RECESS
SEE A/S3 OR J/S6
I MLI lirFTi'MIN. CLEARANCE
FOR REINF. INFO.
V4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1'18" (2 STORI)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q3
ADDITIONAL INFORMATION.
v
(1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS
HGT. FOR WALL HGT. !� 8'-6". (2)
@ 16" O.C. W/ (2)
ROWS 2x BLOCKING @ 3rd PTS
16d TOENAILS T & B
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
2x P.T. PLATE
1/4" DIA, X 3 114" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
(2) #5 CONT. ON 3"' -A\\
&
6 x 6 W1.4 x W1.4
CHAIRS (TYP.)
WWF OR FIBERMESH C13
1>
9
WT
I=Lm-
f4M L
-11, M
1 8" 1 " --P' '' L�
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT rG G
SEE TYP. WALL SECTION SCALE: 3/4"=V-10" ��S 3
FOR ADDITIONAL SLAB
INFORMATION.
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
2x S.P.F. ST DS @ 16" O.C.
2x STUD
LOAD BEARING OR
EXTERIOR WALL
8" C.M.U.
1"x P.T. STUD
1@
#5 VERT. IN FILLED CELL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLTINFO. '0
5/8"4" "J" BOLTS BOLT
3N
(IF NO UP LIFT ON
24" O.C. VERT. OR
WALL SEE GG/S3
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 1 Od NAILS 3
2x P.T. PLATE
TYP.
I
ASSUMED FINISHED
�GRADE
MONO OR STEMWALL
FOOTING MONO SHOWN
FOR CLARITY
00
NOTE:
k
*FOR BEARING WALL
W/ UPLIFT ONLY
-FI F,
.. ..
F M
ill 1
FRAME WALL TO C.M.U. WAL L C I ONNECT , I , 0 - N
11-111-
rD
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" \,,,, S3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\ GRADE
;0
L
(i�,#5 -REBAR wl OPT.
T—T71T-7P—;—qT--%=—M—Tl1SQREEN �NCLOSURE
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
E
5/8"OR 1/2" HIGH STRENGTH
\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
175�
5/8"OR 112" HIGH STRENGTH
\ '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR Y8" GYP. TYPE "X" @
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR Y8" GYP. TYPE "X" @
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM
EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
EACH END (WHEN PARALLEL)
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
CONNECTIONS. PROVIDE (1) SIMPSON SP1
TOP PLATE
(10) 10d NAILS WHEN TRUSS ALIGNED WITH
S.P.F. DOUBLE
(10) 10d NAILS WHEN TRUSS ALIGNED WITF
STUD BELOW
TOP PLATE
STUD BELOW
SIMPSON SP2 w/
(12) 10d NAILS
"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/
S ' P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B.
(12) 10d NAILS
_,------2"x
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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
2"x3/16" PLATE WASHER (TYP.)
WALL HGT. < 8'-6". (2) ROWS 2x BLOCKIN
INDICATED ON THE PLAN. ATTACH
FOR WALL HGT. > 8'-6".
(ALT: 1/2"x12" TITEN HD @ 24"
@ 3rd PTS FOR WALL HGT. > 8'-6".
SHEATHING W/ 8d COMMON NAILS @
O�C. OR 5/8"x10'WEDGE ANCHOR
4" O.C. @ BOUNDARIES, 6" O.C. @
INSULATION PER CHART ON FLOOR PLAN
@ 24" O.C.)
INSULATION PER CHART ON FLOOR PLA
3/8" MORTAR BETWEEN
EDGES, AND @ 12" O.C. @ FIELD
"SIMILAR AT FOUNDATION ONLY"
SLAB & BLOCK
5/8"' x 10" "J" BOLT @ 24" O.0 i W/
IMPSON SP1 w/ (10) 1 Od NAILS
IF NOTED, THIS REFERS TO THE
SIMPSON SP1 w/ (10) 10d NAILS
2-0/16" PLATE WASHER (TYP.)
STEP, SIZE OF FOUNDATION AND
ELEV. 0'-0"
(ALT: 1/2"x`12" TITEN HD @ 24" O.C.
x P.T. BOTTOM PLATE
REINFORCEMENT AND WILL NOT
2x P.T. BOTTOM PLATE
OL
OR 5/8"x10'WEDGE ANCHOR @ 24"
x 6 W1.4 x W1.4
INCLUDE THE WALL
x W1.4
\F
A. F.F.
O.C.) 2"'
WWF OR FIBERMESH
ATTACHMENTS 2"
\/6x6Wl .4
WWF OR FIBERMESH
0
z
ELEV. 4-3 1/2
3 1/2" MIN.
3 112" MIN.
v
6=�;T-�r
A.F.F.
ILL
C)
CN
;0
3 1/2"(min.)- 4"
-'jg
0c)
1 2"(min 4"
IiT _U KI;
(2) #5 CONT. 7 ;U
4"
U.N.O. MIN.
TYPICAL BEARING WALL STEP (@ SHEARWALL
"SHEAR WALL"
SCALE: 3/4"=V-0"
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
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.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2X PT PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
WEEP SCREED INSTALLED
IN BAR
PER MFR INSTRUCTIONS
%;Z��#3 OR #4`REINFORCING BAR
2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 401<s�
[GRADE 60 MIN. Fy= 60
FINISH GRADE ;0 2 25" MIN. LAP [30" MIN. LAP] ks
Cl)
1F:EjTRD ;0
6 MIL VAPOR BARRIER gnmmmrm R 17/8"
#5 REINFORCING BAR
Ell A. I 1=1 I M I r-1 1 I=
=1 — M iff; I AP.vPI IC'F
Ll 1 0
7
COMP. SOIL. (COMPACTED TO LU- L
95% MODIFIED PROCTOR ASTM -9�
'F
D1557) fill I 1 11 1 11
4.. 1-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0"
SLAB INFORMATION.
MIN.
TYPICAL THICKENED SLAB EDGE rL
SCALE: 3/4"=V-0"
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
0101, 0 CONT. BEAD SEALANT
BLOCK WALL BEYOND
INTERIOR
2X STUDS @ 24" O.C. U.N.O.
EXPANSION JOINT -
-3 1/2"
13"
O.H.D. RECESS
GARAGE
CONCRETE NAILS W 1 1/2"
1/2" GYPSUM WALLBOARD U.N.0,
Cl)
EMBEDMENT @ 12" O.C.
W/ DRYWALL SCREWS @ 8 "O.C.
STAGGERED, FROM BOTTOM
INSULATION PER CHART
C1)
2'1
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN. 2
ON FLOOR PLAN
CONT. BEAD SEALANT
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6 MIL VAPOR
FOR REINF. INFO. 3" MIN. CLEARANCE
BARRIER -=I a I I I III
V-4" (1 ST RY)
V-8" (2 ST RY)
411 4"
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP NON-BRG.
K
SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
SCALE: 3/4"=V-0"
�3
ADDITIONAL INFORMATION.
101,
----#6 REINFORCING BAR #5 STD. 90 HOOK
"'(min.) - 4" 111
(2) #5 CONT.
4" -4'
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP CC
r
SCALE. 3/4"=V-101" �, S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/
(10) 10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2" x PLATE
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ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE,
5/8"DIA. EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
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04
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To the best of the Eng,neei's knowledge, information and belief,
the structural plans an S ec
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 sea].
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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VERSION No' 4x2i
SHEET NO.
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
112" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
1 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION
I CONNECTION SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
------2x DEAD WOOD @ MID
POINT w/ (3) 12d
MIN. EXTENSION FROM
TONEAILS SPACED
DOUBLE 2x TOP EXTERIOR FACE OF BLOCK
EVENLY WALL IS 1 112" MAXIMUM
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
PLATE
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL
-ACE OF BLOCK WALL IS 2 1/4"
t
TO DRAIN CL
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
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IZI PER PLAN
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2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. � �4
12
TYPICAL WALL SECTION
SEE ELEV.
------SEE
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2X4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (12) 1 Od
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
�STUD
POINT EVERY OTHER
W/ (3) 10d NAILS_';�;��__
- 77 P�-_
CRICKET AS REQUIRED —
SINGLE 2x CONT. BASE —
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
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5/8" x 10" "J" BOLT @ 24" O/C MAX
C14 W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
C 1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK -1
KNEE WALL ABOVE MASONRY WALL DETAIL
M
EXTERIOR
WALL
WALL CLEAN -OUT
rA
SCALE: N.T.S.
� �4
7 5/81, 8" 7 5/8,1 8" 7 5/81, 8"
SOLID AREAS ARE
STEEL AND GROUT
FULL 8
8
16 BLOCK
12
(TYP.) SEE ELEV.
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
x
x
SIM%SON SP2 w/ (12) 10d
NAIL AT EACH STUD
LQ
DOOR OPENING WIN DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
OCKING (TY�
BOUNDARIES 6" O/C EDGES & 8" BLOCKING (
O/C FIELD
nBLOCKING
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
4 v L CARRIER/GIRDER TRUSS
1 ST COARSE 2ND COAR 3RD COARSE
SE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN,
MASONRYLAYOUT rD
SCALE: N.T.S. 'N,'�4�
S I M PSON H ETA20 W/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MOISTURE BARRIER
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED W/ GROUT
2�:tz!ln
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
;,-,-
L MAIN SPAN
ROOFTRUSS
tUPLIFT CONNECTOR
(SEE SCHEDULE)
�4
KNOCK -OUT
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
)#5 FOR CONCRETE PLACEMENT 7
11 /'7-7-
--8" STD. 9d'HOOK
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
P,
ILI
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
BLOCKING (TYP.)
PROPERLY.
\—ROOF TRUSS
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER
C-4 SCALE: N.T.S.
0
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04
C14
00
CID
00
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0
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N
N
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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
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
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
�
IV
\NMENEWER
>
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
e), 8x8x16 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY—
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
96 3/8"
88"
71"
58"
41
d 101,
6 3/4"
3 1/2"_
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
BOTTOMOF �NG�B
_"�OURED CONCRETE BASE FOR MOUNT
TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" 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.)
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
VERTICAL JAM
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
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.
SCALE: N.T.S.
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
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER
K
TYPICAL GARAGE DOOR BUC (K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(2)
(2)
(1)LSTA30
T- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
REQUIRED CONNECTION
SEE FLOOR PLAN NOTES FOR
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
�4 \_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
* EXTERIOR HEADERS:
'T
... �UT
ITH
SEEFLOOR PLAN N
REQU IRED CONNEC
2
C C
3
C
0
C
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'---2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
WITHOUT UPLIFT
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S. �4
GE
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24- O.C.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
0
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
, k.SPPLICE NAILS TOTAL) EA. SIDE OF
4L9" SPLICE STAGGERED
. * . - ,
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ Y816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE OVER STUD
AT LEAST T-O" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2
4
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
SIMPSON SIMPSON
SP4 SP2
F
I U )..f
\-NAILED INTO
TRANSOM
FRAMING
;�' TRANSOM FRAMING
SEE SECTION AA/S
;1 AND
BB/Sl FOR ADDITIONAL
DETAILS
SIMPSON
Spi SIMPSON
SP4
RECESS SIMPSON
LINTEL SP4
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSON
SP4
BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
r(TRUSS
EACH END
-7--0
<
2x TOP PLATE—/
C/)
V2_16d
NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
—PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
SEE A/S3 FOR
STAGGERED FROM BOT.
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL� �j
SCALE: N.T.S.
",,, � �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
E Fb=2400 PSI (AS PER PLANS)
HTT4 W/ (18) 10d NAILS (3610# SPF)
HTT5 W/ (26) 1 Od NAILS (4670# SPF)
DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF)
00 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)
9 HDU5-SDS2.5 w/ (14) 1/4" x 2 112" SDS (4065# SPF)
* HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF)
0 HDU1 1-SDS2.5 wt (30) 1/4" x 2 1/2" SDS (6865# SPF)
5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"
EMBEDMENT w/ WASHER & NUT
I x I D
A.T.R, MIN. 8" EMBEDMENT w/ WASHER &
NUT
FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R.
MIN. 8" EMBEDMENT W/ WASHER & NUT
FOR HDU1 1 USE 1 " DIA. x 12" EPDXIED A.T.R.
MIN. 8" EMBEDMENT W/ WASHER & NUT
HTT HDU TENSION TIE rN
SCALE: NTS
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
2X8 P.T. BOTTOM PrTE
'J.Q"�j n,
5/8"xl 0" "J" BOLT @ 24" 0 C MAX
C (MIN. (2) PER BOTTOM PLATE)
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
ROOFTRUSSABOVE
/_ 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K 0 BLOCK W/(1)
#5 CONT. &
FILLED
@ 2'-0" O.C.
C
MASONRY WALL
SIMPSON C
SP4
10d NAILS@ 4" 10d NAILS @ 6" O.C.
i A
"� STAGGERED
STAGGERED
10 NSOM FRAMING
TRA
0 0
N � BEYOND.
PLYWOOD FASTENED TO TRUSSES
__.,�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES SHEATHING
10
& 8" O/C FIELD
1(9
L
SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
- SIMPSON SP2 w/ (12) 10d NAILS MASONRY--
* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C.
I I MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTO
PLAT I E
L5/8"00" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS -ABOVE ENTRY rR
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To the best of the Engineers knowledge, information and be�ief,
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 beading
Engineers signature and seal.
L E 14 IMAR,
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www1ennal-Tamp com
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DATE 10/2/2018
TECH: MIAMES
VERSION N
0' 42
SHEET NO.
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— — — — — — — — — — — — — — — — — — — — — — —
SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A wl (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x
I NAILING SCHEDULE FOR 2"x4" OUTLOOKER
SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES - 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS
I SHEATHING DETAIL
OUTLOOKER
OUTLOOKER SP6 FOR 2
6 WALL
USE
I @ 24" O.C.
/
NAILING SCHEDULE FOR
OUTLOOKER
AND NAILING SCHEDUL
E
TOP CHORD---�.
SHEATHING DETAIL
@ 24" O.C. FOR SHEATHING
DETAIL
BLOCKING FOR x
FIRST FOUR
X\
77—
45'±
,41'±
TOP CORD BLOCKING
ROWSOF 45' t
24" MAX.
TOP CORD BLOCKING
2X4 CONT"L" BRACE
TRUSSES @
SIMPSON H 1 OA w/ (18)
FOR FIRST FOUR
FASTENED W/ (2) 10d 3"
FOR FIRST FOUR ROWS
EDGES OF 2x4 CROS BRACE
10d x 1 12" @ EA,
ROWS OF TRUSSES @
AT 24" O/C. CMID HEIGHT
OF TRUSSES @ EDGES
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
\.
OF SHEATHING TYPICAL
I TYPICAL @ RIDGE FASTENED AT I
1" BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
X4 K KERN
2x8 SYP#2 1" BRACE TO
48" O.C. EACHJOINTW/(3) 10d
@ 8-4- O/C.
@ 8�_Oli�O/C.
EXTEND AT LEAST 90% OF
MAX. & (2)10d TOE NAILS @
AT LEAST 90% OF WEB
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
EA. END Cq) 48" O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
I 2x6 P.T.
GAB ETRUSS
RIDGE FASTENED AT
I SILL
112" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
SIMPSON H2.5A w/ (10) 8d
_---FROM LEDGER TO
7/16" OSB SHEATHING
& (2)10d TOE NAILS @
BLOCKING
- - - - - - - - - - - - - - - - - - - _j
ATTACHED W/ 10d
EA. END
SIMPSON HGAM1(
W/
(4) 1/4"xl 112" SDS
SCREWS
TO BLOCKING & (z
1/4"x2 3/4"
TITEN TO CMU
NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"
10dX3" @ 3" O/C
//--THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED
w/ 10d NAILS @ 6" O.C.
INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING a
2x4 "T" ON TOP OF PANEL BLOCKING_.�, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4)
WEEPSCREED
FASTENWITH 10dx3" @4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO
@ 48" O.C. EA. END TYP. TOP &
5/8" x 10" "J" BOLT @ 48" O.C,
I I WEEP SCREED BOTTOM ATTACHED w/ (2
H_�MOISTURE BARRIER
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT 6 INSTALLED PER MANUF. 16d TOENAILS
TI LO
SIMPSON HETA20 w/ (8) O.C, MAX w/ MIN. 4" EMBEDME1NT IN KO BLOCK -
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER
1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
NOTE: IF EMBEDDED O.C. MAX) wl MIN. 4" GABLE WEB
STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK
WEB, USE MSTAM36 w/ (7) SECTION -SECTION
1 Old NAILS & (4) 114"x2 1/4" SCALE. N.T.S.
TITEN ON OUTSIDE �5 SCALE: N.T.S. 1\ �5
SIMPSON H10Aw/ (18)
L BACKNAIL W/
2
16d NAILS
x ,
SEE STRUCTURAL NOTES -
SP8 FOR 2x8 WALL)
AND NAILING SCHEDULE
FOR SHEATHIN DETAIL
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
4" MAX.
ELEVATIONS)
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) 10d & (2) 10d
EACH JOINT W/ (2)
TOE NAILS @ EA. END
10d & (2) 10d TOE
2x FRAME WALL (SEE WALL
NAILS @ EA. END
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
1__�_112"
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
END TYP. TOP &
(2) 16d NAILS
BOTTOM ATTACHED
48"
2x BLOCKING
W/ (2) 16d TOENAILS
M
2x4 "T" ON TOP OF PANEL
SIMPSON H10A w/ (18)
1 Od x 1 12" AT EA
OUTLOOKER
(2) 16d
NAILS
2x4 OUTLOOKER
LE@ �24" O/C
TOPCORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
M
AX. EDGESOF
SHEATHING TYP.
-1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
r--GABLE TRUSS
-112" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 1 Od NAILS
6" O.C. EDGES AND 12"
@
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SIMPSON HGA10KT w/ (4) 1/4"xl 112"
BLOCKING, FASTEN WITH
SIDS SCREWS TO TRUSS & (4) 1/4"x3"
) 1 Odx3" @ 4" O/C SIMPSON SP2 wl (12) 10d
SIDS SCREWS TO PLATES AT 36" 0 C
2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD
DBL. TOP PLATE
CHORD SLOPE OF ADJACENT
TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION SECTION r4
- N.T.S.
SCALE. SCALE: N.T.S,
�5 �5
(
) 1 Od x 1 12" AT EA
2x4 OUTLOOKER
-REFER TO DETAIL J
SEESTRUCTURAL
OUTLOOKER
@ 24" O/C
r
ON SHEET S5 FOR
NOTES AND NAILING
TOPCORD
X-BRACING, AND TOP
C14
FF
SCHEDULE FOR
BLOCKING FOR
CHORD BLOCKING
tD ;o
SHEATHING DETAIL
FIRST FOUR ROWS
INFORMATION
OF TRUSSES @
711- 2
2"x4" CROSS BRACE
24" MAX. EDGES OF
WOOD TRUSSES
00 ;0
APPROX. 8" FROM
SHEATHING TYP.
'I
RIDGE FASTENED AT
-1" BRACE TO EXTEND
-2x4 RAT RUN BRACING
I
t12
EACH JOINT W/ (2)
t
AT LEAST 90% OF WEB
AT 24" O.C. ON TOP OF
10d & (2) 10d TOE
LENGTH (SEE TABLE)
BOTT. CHORD FOR 4
TRUSS SPANS
NAILS @ EA. END
GABLE TRUSS
ATTACHED W/ 2 -16d
2x4 PANEL BLOCKING ---
�: 112" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
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
(2) 16d NAILS
W/ 1 Od NAILS @ 6" O.C.
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
E ES AND 12" O.C. FIELD
.2x4 BLOCKING @ 24"
(D � 0.148 ", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL
END TYP. TOP &
JACK TRUSS
O/C wl (2) 16d
TOENAILS @ EA. END
NOTES'
BOTTOM ATTACHED
SEE PLAN FOR
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
w/ (2) 16d TOENAILS
=T=:q
\Z> 1--_11
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7 LAG SCREWS OR EQUAL
2x4 "T" ON TOP OF PANEL_j/
--------
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
2 4 B OCKING W/
BLOCKING, FASTEN WITH
x
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. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
T7_
NON - LOAD BEARIN LOCATION
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -
r
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: 3/4" V-0"
SECTION
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8�
9
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2) 10d PER JOINT
IINIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS) 1 Odx3" O/C @ 2"x4'
TOENAIL 6" O/C RUN
W/ (2) 16d TYPICAL
(2) 16d PER NAILS
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL rT�
SCALE: N.T.S.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
SCALE: N.T.S. �5
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
6" OVERLAP
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
N.T.S.
SCALE.
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
WOOD TRUSSES TOE NAILS AT EACH END @
24" O/C (TYP)
I v \V z
W
\-BRACING w/(3) 10d x3"AT y
EACH CONN. @ 24" O/C
SIMPSON HGAM 1 OKTA W/ (4
_q�\ MOISTURE BARRIER
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM
TITEN TO CMU
MASONRY WALL
nt---
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING-", 2x4 "T" BLOCKING
@ 48" O.C. 1/_16d NAIL
"L" BRACE
ATTACHED W/
1 AILS P 4
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
-- -16d NAIL
1" BRACE ATTACHED--\,\",,
W/ 10d NAILS (a) 4" O.0 .
TYPICAL I X 1-4
W
L
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL//' 6
SCALE: N.T.S.
11`�S
M
DIAPHRAG
BLOCKING @
48" O/C
LE TRUSS
,,-GAB
TRUSS V
ERTICAL
(2) 2"ff' 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE/, 7
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX
CHORD BRACING 2X4 MIN.
_T CONTINUOUS BOTTO
d
LU
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-
-
-
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-
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ARCHITECTURAL FINISH NOTE'
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP, WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-0"
T-10" - 6-10"
6-10" & GREATER
SCISSOR GABLE
(1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT wl (4) 1/4"x1l 112" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-13
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, information and befief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential Gth Edition Engineers 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 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE ASNOTED
DATE 10/2/2018
TECH: MIAMES
VERSION No' 42
SHEET NO.
S5
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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12
[_(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
Roo 'PITCH 4:12 OR LESS.
F
12 PRE ENGINEERED
WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS
O.C, MAX.
SHINGLE ROO
SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.
INSULATION-
15/32" CDX PLYWOOD OR 7/16"
BAFFLE
O.S.B. (SEE ROOF NAILING
INSULATION P SCHEDULE ON SHT SN1)
CHART ON FLOOR
PLAN I- ALUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRIEN I GTH CEILING 2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO
1/2" GYP WIB (2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT FOR MORE INFO
LU
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16" O.C, 2X S.P.F. STUDS - : 0 'r
0 C/) 7/8" CEMENTITIOLIS FINISH PER ASTM C. 926
W/ (4) 16d TOENAILS TO TOP PLATE
2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od UJ
LU LAYER 1/8" THICK.
LL
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
INSULATION PER
112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/
C I —
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 B �R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQ.--
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTE ETAL SEAT
L�,,ER PLAN OR FELT
0 1
PAPER FOR
MOISTURE
BARRIER
A
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
\\_�=STD. 90 TiOOK (SEE DETAIL)
1/2 G Y. PI W B 8"&%16" CONC. KNOCKOUT
INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED
rE
CHART ON FLOOR PLAN SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
LU
C) 4"x4" INSPECTION PORT AT
=i EACH FILL CELL TYPICAL
LU U)
1x IND FURRING @ 24" O.0 AT GARAGE CONTRACTOR
BASEBOARD U') TO CUT BLOCK OR POUR
C14
1 CURB DUE TO SLOPE
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
MUNICIPALITY 411to 6" BELOW GRADE
all
4 4
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A A
6x6 W1.4xW1.4 'jil
— —111-- 9 :2�
WWF OR FIBERME ffrTff, Tri P -
a
`—STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN, CLEARANCE
TYP 2-STORY WALL SECTION
SCALE: 3/4"=V-10"
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO
STUD
2nd FLOOR W,
BEAM/GIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 112" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL-----,
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1 St FLOOR WALL—
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
JOIST AT EA, STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
MN.
SCALE: N.T.S.
SCALE: N.T.S,
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
,TE W/
O,C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
O.C.
(2) 10d @ 6
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS N
SCALE: N.T.S.
S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
7777 TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
I
__z_ I FLOOR TRUSS SEE FRAMING PLAN
SEE FRAMING
WEEP SCREED
PLAN INSTALLED PER MANUF.
\\-SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
2"x4" CROSS BRACE @ 48"
4' OF
O/C FOR THE 1 ST 2' NAILS @ 24" O.C. INTO TRUSS
BLOCKING & MIN. 4" EMBEDMENT
END WALL W/ (2)1063" @ EA. L]
END INTO 2"X4" BLOCKING IN KID BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR N�
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-10"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1"'
2"x BOT. PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSr
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEPSCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 10dxl 112"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
FLOOR CONNECTION
B
1
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1 -0.1
FOR ADDITIONAL INFORMATION.
TRL
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-1)"
NOTE: SEE TYPICAL WALL
SEE SHEATHING
SECTION C/S3 FOR
SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP * W.B. MIN. @
(1) ROW OF 2x BLOCKING @ MID
GARAGE SIDE IF APPLICABLE
HGT. FOR WALL HGT. !; 8'-6". (2)
ROWS OF 2x BLOCKING @ 3rd
5/8"DIA. x 10" "J" BOLT W/ 8"
PTS FOR WALL HGT. > F-15"
EMBEDMENT @ 24" O.C. W/
IMP ON Plw/(10)10d
2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
(MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.0
I TYPICAL TENSION 2600#.)
2X P.T. PLATE
Ik
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
7a J.-
4'
I I
�,�MF
0 0 0
I= U (3) #5 CONT. ON 3"
1 4M M 71P-- CHAIR W/ 3
8 V-8 8' MIN.
CLEARANCE
INTERIOR 2—STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10"
ADDITIONAL SLAB INFORMATION.
(2)- 2x TOP PLATE
BEYOND
15/32" OSB
EXPOSURE 1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET -
FLOOR SYSTIM I
\\-2x4 P.T. BASE
2x RIB PLATE BEYOND
BON OR VERTICAL ORIZONTAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
—15132" OSB
EXPOSURE1
SHEATHING LU
Lu
:r
SOLID 2x (n
Q
BLOCKING @ ALL j
SHEATHING C)
U)
EDGES(SEE
OPENING
'F, TION X-X)
I
w
(L 0
F_x
Fr 45
x
`t�
E
W
2xSTUDS W
1:
BEYOND.
SEE PLAN
M
0
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4 FT.
Q
4 FT.
(D
2
2
5 FT.
4 FT.
(2)
5 FT.
4 FT.
@ Q
0
2
4 FT
4 FT.
7/
4 FT.
ROOF NAILING ZONE DIAGRAM
ROOF NAILING SCHEDULE:
NAILING ZONES (SHINGLE AND TILE)
a
W
ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
U)
ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
Z
ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
(NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
u-
0
SHANK NAILS)
NOTE:
ROOF SHEATHING: (APA RATED EXPOSURE 1) I/Z'PLYWOOD
0 W2
D
(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
w ILL 0 Cr
_j
r 8 ff
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
0 ,
0 U) Co
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
(n ,
9 U) w U
STUD AND OR BLOCKING AT ALL EDGES.
NWOO
Cr
A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
.
PENETRATE SURFACE MORE THAN 1/8"
3/8" "S" = NAIL 3/8"
SPACING
3/4" 1/2"
S 1 12" S
_L� . f ,
, =%:! jk\
S
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
NAIL AT BASF 2 ROWS @ 4" O.C� W18CI COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL
(D NAIL OPENING PERIMETER @ 3" 0 C. W18d COMMON NAIL
@ NAIL INT. AT 3"O.C. W/8d COMMON NAIL
Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
W/8d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W/ Bid COMMON NAILS @ 4" 0 C.
(2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
NOTE.
8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8"
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W1 7/16"
OSB FLITCH PLATE TO W1 (2)
12d TOENAILS EA. END NAIL
FLITCH PLATE TO VERTICAL
W/ (4) 8d NAILS
"
(
)
d NA
L
@
C�
STAGGERED
LLOCKINn
WALL SHEATHING INSTALL.
&NAILING SCHED. SECTION X-X
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
:
2x CRIPPLES @
2"x`10" OR GREATER HEADER
16" O.C. W/ (2)12d
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
10d NAILS @
8" O/C TYP.
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS
DOUBLE 2x
EXTERIOR HEADERS:
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O..
12d TOENAILS
&
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 112" EACH SIDE
0
SEE PLAN FOR REQUIRED
CONNECTIONS
1�
10
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
(2) ROWS OF 2x BLOCKING
AT THIRD POINTS
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
TENSION 2600#.)
2500 PSI CONCRETE MIN.
r SLAB W/ 6x6 W1.4xW1.4
IT
WWF OR FIBERMESH
. 4
4*
-11 1=1 I
A
A
I= I 5�
- I EI I al I �/� 00
. _L' - -_
T
�Prj
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
BEAM
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
RECI. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
1'4
(1)
(2)
(1)
(2)
(1)LSTA30
4-4
(2)
(3)
(2)
(2)
(1) LSTA30
V-1 6'
1 (3)
1 (3)
1 (2)
1 (3)
1 (2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
I H. D LAY R 1/ "THICK.
SIMPSON SP1 w/ (10) 10d NAILS
AT EA. STUD
WEEP SCREED INSTALLED PER. MANUF.
2X P.T. PLATE
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 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 N A R
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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DATE 10/2/2018
TECH: MJAMES
VERSION N
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SHEET NO,
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SCALff-T = V-0�'
-NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUI
NAILED MATCH NOS
OTHER I
\ 0"
z
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3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
1�2
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
2
AND 112" GAP TOP AND
MTS1 2 w/ (14) 1 Od x 1
9
BOTTOM, GLUED AND
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NAILED TO STRINGER
2x12 TREAD
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NAILED
0
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DRAFT S�P
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CONTACT
NOT TOUCH STRINGERS
L/
STRINGER
2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS
x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
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SCALE: 1 '-O'�
V)
STRINGER MUST MAKE FUL
CONTACT WITH LANDING
L
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11-1
ALIGN THIS STUD WITH
FACE OF 2ND RISER
-------------------
E
—2x SYP CUT TO FIT
BEARS IN WALL
_--2xl2 SYP
BEARS IN WALL
---2x6 SYP U
4 qYP RLOCKING�
2x4 PT NOTCHED INTO STRINGER FOR STRAP
AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/
AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS)
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
2x8
2x12 SYP
STRINGER
—3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
AND J" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
-1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO
SCAB 2x4 GLUED AND NAILED (EACH
SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
2x4 DRAFT RISER AND TREAD
STOP Z
,,,�-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
.... ......
--j-2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
ROVIDE MOISTURE
PROTECTION
LZATTACH ALL tCOMPONENTS
I W X
OF STAIR TO CO NC. W/ X
2 J" TAPCONS @ MAX. 32" O.C.
",d(,
'111
"ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/ J" X NAILED TO STRINGER
2 4" TAPCONS @ MAX. 32" O.C.
SECTION VIEW "All SECTION VIEW "Bit
SCALE: 1 V-01, SCALE: 1 1'-0"
STRINGER MUST MAKE iALIGN THIS STUD WITH FACE OF 2nd RISER
FULL CONTACT WITH LANDING
T
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
��STOP
2x8 SYP DRYWALL STOP
MUST NOT TOUCH
2x SYP CUT TO FIT STRINGERS
BEARS IN WALL
2x12 SYP BEAR,'
IN WALL ---�-2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
2x6 SYP 'L�
2x4 SYP BLOCKI N
FOR STRAP
2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 112" NAILS)
2x4 CUT ON BEVE AT S I RINGER CON I ACT POINTS
DOES NOT BEAR IN 1�1 I','
ALL
SECTION VIEW "D"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-10"
PLYWOOD
x SYP CUT TO FIT
EARS IN WALL
_--2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-10"
RINGER
2x4 GLUED
AND NAILED
SECTION D-D
-314 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILED
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED\
INTO FLOOR WITH GLUE -AT -
STRINGER CONTACT
POINTS
SCALE: 1 " = V-0"
L �`2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
x*/GLUED AND NAILED TO STRINGER
I-KOR DRYWALL SPACING
H
SECTION VIEW "Ell
SCALE: 1 " = 1'-0"
,gj, �E SECTION VIEW
SCALE: J" = 1'-O'�
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ON DECK
--2x8 SYP
AND NAI
FRAMIN(
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STOP
2x4 BLOCKI
ka NOTE: 2x8
DRYWALL STOP
NOTSHOWN
SECTION VIEW licit
SCALE: 1" = V-0"
TOP OF
D
STRINGER
CONN. TO BOTTOM
NEWEL POST LET INTO
OF NEWEL POST
THE BLOCK
PER CONTRACTOR
PROVIDE
BLOCKING
----2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
FLOOR GIRDER
PROVIDE SOLID BLOCKING
(GLUED AND NAILED)
2X4 CUT ON
OR 1 j x 16" VL
BELOW ALL NEWEL POST
LEI
\\,--FLOOR
BEVEL GLUE
FROM JOIST TO JOIST. USE
AND NAILED TO
2 X 12 BLOCKS, GLUED AND
LVL
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TRUSSES
NEWEL POST
SECTION
VIEW "Gil
BLOCKING_
SCALE: 1 " = V-0" ' SCALE: 1 " = 1'-0"
/Fh�4-� SECTION VIEW
SCALE: 4" = 1'-0.'
STAIR CONSTRUCTION DETAILS
(I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED
L JOINT
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IOISTS)
D NAILED AND
0 TOP PLATE
INTO RIM BAND,
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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.Lenna�Tag�pa.com
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VERSION No' 42
SHEEr NO.
ST
DOOR JAMB (REF 'R 1X4 112" DRYWALL
**I
DOOR JAMB (REFER
1 X 4 1/2" DRYWALL
4
F
DOOR JAMB (REFER
1 x 4 1/2" DRYWALL
P T
P.T.
TO SHT. SDW2-K1
TO SHT. SDW2-K1
TO SHT, SDW2-K1
FOR CONN. DETAILS
FOR CONN. DETAILS
FOR CONN. DETAILS
t11141,11
'1 X 4
�j X 4
3/16"0 X 3" LONG
X 4
FURRING
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FURRING
TAPCONS
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FURRING
3/16 "0 X 3-1/2" LONG
TAPCON. INTO
STAGGERED @ 16"
L
TAPCONSSTAGGERED
2X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
1X8 P.T.
STAGGERED @ 16" O.C.
2-ROWS INTO
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
3" DETAIL
1x4 P.T. & 1x8 P.T.
1x8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
TAPCON @ 16"
O.C. & 4" FROM
1 X4 P.T.
3/16" x 3 -1/2"
DOOR JAMB (REFER
1X4 1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
DOOR JAMB (REFER
TAPCON
TO SHT. SDW2-K1 FOR
TO SHT. SDW2-K1
2" EDGE DIST.
TO SHT. SDW2-K1
CONN. DETAIL
FOR CONN. DETAILS
FOR CONN. DETAILS
1 Od @ 12" O.C.
1X4
FURRING
z
2X8 P.T. WITH 3/16"0 X 3"
L 2x P.T. AS REQ'D
L 2X8 P.T.
LONG TAPCONS
STAGGERED @ 16" O.C.
2X8
2x DETAIL
2 1/4"
DETAIL
2-ROWS INTO MASONRY
3-1/4" DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL
POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL ri
SCALE: N.T.S.
�s
INSTALL WDW. SCREW ANCHO"
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
Z-O"
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN,
/4" MAX EMBEDMENT INT;��K
2'-0"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OFW4___1
C*4
BRACE EXCEEDS 24"
14-3
LEAVE A CUT OUT IN O.S.B. ON T
CN
2 x 8 VERT. BRACE(S)
ATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSI3 ARCH PANEL
C'4
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
E5
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
M
INSTALL WDW, SCREW
- --- --
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
CN
PER INSTALLATION DETAILS
ARCH DETAIL rK
B-B
SCALE: N.T.S.
�
�s
LO
C'4
8
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
04
CD
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
I
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
21
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
1
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
C14
-1
0
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
0.
E
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
I.-T
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
E
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
0
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
LZ
PRESS PANEL REINFORCING INTO PLACE.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
2
SMOOTH. DO NO FURROW,
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
a_
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
� 2
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
C>
C'4
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
V)
L�j
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
31
INSTALLATION OF GLASS BLOCK.
- SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FAC E OF ARC H W/ (3) 1 Od NAI LS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-13
8"
PROVIDE 2x
PROVIDE (2) MIN.
CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4' MAX. RAD.
EQUAL
EXPANSION STRIP
MAX. 8"
PROPER INSTALLATION
#5 REBi
(TYP.)
STD. 90,
FILL SOLID
HOOK C
BOTH CELLS
'L-
NOTCH WEB AT
L_t,�L
FIRST 2 COURSI
......
APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"A 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS
IMPSON
2XIS TO 2X4
H2.5A w/ (10)
8d NAILS
20 ga. PANEL
ANCHOR
4i' EXPANSION BOLT (2
1/
���PER ANCHOR)
9 ga. PANEL
REINFORCING
(EVERY OTHER
COURSE) EXPANSION STRIP
SEALANT
6" MIN. LAP SPLICE W/
REINFORCING PANEL
6" MIN. LAP
SPLICE
NOTE:
SEE GLASS BLOCK INSTALLATION NOTES.
��SEALANT
GLASS BLOCK DETAIL
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
EPTH
2X4 SYP #2 CONT. (MATCH TRUSS D
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
L
SECTION @ ENTRY
SCALE: 3/4" V-0"
\,S--S
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
FILLED CELL PER
FOUNDATION PLAN
,R
YP.)
rHE
�S
+
+ +
+ +
+ +
+ +
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
FILLED CELL INSTALLATION
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 10d NAILS @ 8" O.C.
TO TRUSS TOP CHORD
71'/Y —PLYWOOD SHEATHING
+ BLOCKING AS
+ REQUIRED
TO SUPPORT
+ SOFFIT
+ +
+
CENTER SOFFIT
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
0
SECTION @ ROOF EXTENSI N K'M
SCALE: 3/4" V-0"
1\ �s
SIMPSON HTT4 w/ (18) 10d x 1
W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) -
WHERE THIS CONDITION
(1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD
OCCURS
TOP WITH MIN. 3" r EPDXIED W/ SIMPSON "SET"
COVER 6'-0" EPDXY MIN. 6" EMBEDMENT 8
F.F.
3" MIN. EDGE DISTANCE
P.
x�
, MLF
A LLEE�
GRADE
N 7
CNI
M .
z
&
I I t. — \\—(2) #5 REBAR. MIN. 3"
COVER EA. WAY
16" MIN. 00,
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-101"
#5 REBAR (TYP,)
0D. 90- HOOK (TYP.)
SCALE: N.T.S.
-,I=P.-,HPr-T n2 AND
FOR
RETROFIT FOR MISSING MSTAM STRAP
SCALE: 3/4" = V-0"
rr
z
U_
0
UJI
L)
LL
U)
@ FIRST COURSE
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
i
3/4"PLYWOOD DECKING GLUED
ATTAC HED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
Ar
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
A,
__2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
\\_
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
4
FILL 1 st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2" il*
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
7,
- - -
OVERHANG�;. .
A :4
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 112"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
11-011 51-011
INISH FLOQR
t>
A #5 BAR
10" , 11
� I, r, .11, CENTERED W/
IN TOP
I?
KNOCKOUT/ N
;z
CHAIR BLOCK
E
%
MONO FOOTING
r,
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
-7
CLEAN FILL
DIRT 7' 12� I>
6 STANDARD
#5 BAR IN 9(T HOOK C14
FILLED CEL
Sk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
I
SCALE: 3/4" = V-0"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
11
SE
CTION
EXISTING FOOTING
SCALE.' N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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RCIFES�
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Flonda Building Code -
Residential 6th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Fngineers signature and seal.
LE N N A R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
8
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SCALE AS NOTED
DATE 10/2/2018
TECH: MIAMES
VERSION No. 4w2
SHEET NO.
SS
1 1
*DIAGONAL SPACED NOTE: PENDING BEAM 0
AT 15'-0" O.C. MAX BEARING LOCATION, THE
-ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF
SE COLUMN wl (2) SIMPSON 0
PL!� �ZTHING OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 1 Od x 1 112" --JACK TRUSS (AS SHOWN)
TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE END SEE TRUSS
END TO TRUSS TOP CHORD LAYOUT
TYP.
2X4 BLOCKING SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS
BETWEEN TRUSSES TRUSS' (2) 2x8 #2 SYP w 16d NAILS TO POST & (4) 10d (SEE ROOF PLAN
CD
O.S.B. FLITCH P/ NAILS TO BEAM z FOR TYPE) C)
BLOCKING LATE "0
SECT. A -A 0 � U
0
A
TOP @ TRUSS BRG. FRAME OUT TO
U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP
BLOCK EDGE C
A PLAN (2) 2x4's OR 4x4 w/ (2) 1 Od
L----- j,
G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1
(SHOWN AS 4 x 4) FOR BEAM SIZE
ADD 2X4 ALONGSIDE EXTERIOR SHEATHING V)
TOP CHORD WHEN REQ-D Q)
(2) SIMPSON HETA20 w/ (8) 1 Od ATTACHED PER NAILING 4__j LU
TO PREVENT PLYWOOD TYPICAL BLOCK x 1 112" NAILS EACH - OR (2) SCHEDULE (D
SPAN FROM EXCEEDING ACK WALL SIMPSON MSTAM36 w/ (7) 10d ---2xSPF#2
MAX 24" SPAN (EITHER WUSSES HIP x AT 16" O.C. LU
SIDE OR BOTH IF REQ'D) G.T 0 (21—
L/1 ::D
TIE BEAM C)
BUILDER FRAME r-
CONTINUOUS LATERAL BRACING- Uj
NAIL OVER X-BRACE AS SHOWN- RADIUS CU I-)
AS REQUIRED 0
INSTALL BLKG. AT TRUSS WEBS (2) 12 D NAILS -0 CD
_C U_ 00
5 C6
FOR NAILING AT 12" O.C. MAX 0
- X-BRACING - 2x4 SPF OR SYP U)
< CM U-) 0
j 0.
w/ 2-16d @ EACH TRUSS WEB BEAM @ RAISED ENTRY <b
CROSS BRACING DETAIL (TYP.)K--j� HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL ENTRY FRONT WALL A� d
SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NT! BID.
0
Z LU
U)
LU
TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS ul
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. z 0
SIMPSON LSTA18
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. -
VERTICAL SCAB 2 x 6 wl (12) 10d NAILS L.SEE PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN SIMPSON HUC41 0 w/ (14) 1 z U) 3 E CP
#2 SPF 48" O.C. W/ (4) CENTERED AT *Mv; st
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE FOR CANT tu
IT LANDS NEXT TO SPLIT TO TIE 16d INTO HEADER & (6) —
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM 10d INTO BEAM - SEE
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE
re�
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO
S I M PSON HTS20 w/ (24) 1 Od x
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 112" NAILS EACH ___SEEFLOORPLAN FOR Z: _j
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
/ 1 7 COLUMN SIZE& BASE :R 01 __j <_Z
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED I OSB FLITCH PLATE a
SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER —COLLAR TIE FOR COLUMN SIZE INDICATED ON BM.
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I TO STUDS w/ (3) 16d AT
& ADDITIONAL INFO.
2- ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7 EVERY 3rd —7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL AND EXTERIOR
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING Z RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED ....... SX010-1
L.. INDICATED ON BM. CONNECTION INFO w/ (3) 1 Od OFES
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 7 PER NAILING SCHEDULE
O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN .0PTION B OPTION C_
LL
1 ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION
TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION
NAILS AT EACH TRUSS INTERSECTION.
4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT
AT 48" O.C.
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=V-0"
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_�� B 41 FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER,
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 'N, BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A op w/ (4) 16d NAILS TO EA.
2X4 BLOCKING SEE PLAN FOR z END OF TRUSS THEN
2X4 DIAGONAL AT 8'-0" O.C. ATTACH SECOND PLY
BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BE7A_M Vq_)
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d
DIRECTION TYP. NAILS AT 24" O.C. the structural plans and specifications contained within the ;a
A drawings comply with the 2017 Florida Building Code -
C71 Residential 6th Edition. Engineers signature and seal is only for
DIAGONAL-- the structural engineering portions of the drawing pages bearinq
C, x 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od Engineer's signature and seat
2 AT 8'-0" WOOD NAILS
a) MAX x 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON
TRUSS
U) SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN
TD
TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O.
LO
THAN 4FT @ 2'-0"0. C. MAX. wl (3) 1 Od ---- CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO.
CD COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR LENNAR
2X10 #2 SYP CONT. LEDGER w/ (3)
r- I COLUMN SIZE & TYP. U.N.O. LOCATION AND DIRECTION
1�? 2X4 CONT- AT CONC.MASONRY ADDITIONAL INFO- 112" X 4 112" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) www.LeiiiiarTaiiip.i.coni
00 BEARING SUPPORT FLOOR TRUSS, 24" O_C_ MAX. (AT
cc MIDDLE
CN EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL
C3
.0
SCREWS EACH SIDE) (TYPICAL)
0
A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9�
PLAN FOR MORE INFO 0�
511 SCALE: NTS
DETAIL @ INTERIOR BEARING 3 Z;�
0
CALE:NTS z CL a
S COMMON BM. ATTACHMENT K'18 rOx
WOOD TRUSS - �;Uo
�,_j 0 na�
A z 6 < a
PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS Dz<
� 0 z z
0,�Iz
SUPPORT WHERE TRUSS DEPTH EXCEEDS 77 W
15 C/)
STANDARD HEEL HEIGHT 0,
TYP. WOOD TRUSS BLOCKING DETAIL
co
I'D
CN SCALE:NTS
CD
V1
< zz
OIL VARIES ---- -- 2x STUDS @ 16" O.C.
CL c)
_0
X ROOF SHEATHING SEE VS5 FOR w/ SI MPSON SP 1 w/ (10) 1 Od LU
x SEE PLAN FOR 0
ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON _0
r- 8d NAILS AT VALLEY TRUSS ro OZ5
2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 1 4" O.C� INFO. SP2 w/ (12) 1 Od NAILS AT TOP L_ 0
/—EXTERIOR SHEATHING (U U)
INFO.
0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER --- --- --- ------- 2x BLOCKING BETWEEN STUDS
3- _iAJ_ 0 2!
TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS U 9
PLATE & (2) 12d END �i EACH END (BETWEEN TRUSSES v) < >_
t�c /—STRUCTURAL SHEATHING MIN. (2) 2A FOR CONNECTION SP1 w/ (10) 1 Od NAILS F.- 9 P OZ
�!? NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL LJLJ v P
ATTACHED PER NAILING GABLE 8 6
BOTTOM CHORD PLATE MORE INFO. LOW ROOF/WAL STUD) C�
2
0 SCHEDULE TRUSS T
CI_ SHEATHING ATTACHE
E <
0 PER NAILING SCHEDULE':\ 2x BASE PLATE W/ (2) 12d
::x �,VARIES SEE PLAN 2x4 BASE PLATE W/ <
4�) VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD - NAILS @ 16" O.C. ALONG W/ <
E 00 8
x"-P ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x <
(22) 10d NAILS OR (2) 16d NAILS TO 1 112" NAILS TO BLOCKING 2 cz):
<
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1� - I* ---MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYST SEE TRUSS PLAN >< -
2 DATE: 10/2/2018
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SHEAR TRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END
CD CONNECTIONS TO G.T.
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(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
1 Od NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2"
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
OR 2 PLY GIRDER
PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
—1
TRUSS. SEE PLAN FOR
FOR 2x8 WALL)
FACE OF HEADER/STUDS @ 24" O.C.
EXT. SHEATHING
MASONRY WALL
BELOW AND ALT. ++
CONNECTION.
0. C.
2x CRIPPLES @ 16" O.C. (2 2x SPF TOP PLATE
FLUSH W/ TOP
2 OF MASONRY
BLOCKING INFO
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
SEE FOR & 8d
NAILS T/B
1. APPLY SUB
(2) 1 Od TOENAILS AT EA.
BLOCKING FLAN GE
(3) 2x # SPF
INTERIOR HEADER
X. DETAILS 2xSTUDS
Y2xST11
LO
FLOOR
STUDS W/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET. EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W1 (2) 12d TOENAILS.
SURFACE 2x4 #2 BLOCKING
A
THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2X4 SIDE BRACE
AT 48" O.C.
EXCEEDING 6 FEET. SILL PLATE W/ SIMPSON LS30 w/ (6)
A SIMPSON LS30 W/ (6) 1 Od 1 Od x 1 1/2" CLIP EACH SIDE
SEE PLAN
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
x 1 1/2" CLIP IS TO BE
---_MIN (3) 2x #2 SPF STUDS @ END OF
I
CORRECT BLOCKING
w/ (3) 12d EA. END
INSTALLED AT EA. END
HEADER SEE Q/S4 FOR REQ'D JAMB
G.C. VERIFY INTERIOR
ILL-
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
INFO
iL' 1/2" GYP. BOARD OR
BLOCKING
WALL
2x CRIPPLE AT EA.
(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
END OF OPENING SIMPSON LSTA30 W/ (11) 1 Od
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD TO STUDS ABOVE PLATE
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) SIMPSON MSTAM36 wl
I -JOIST SEE PLAN
PACK W/1 Od NAILS
FLOOR DECK
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 10d
WALL SHEATHING
(2) 12d TOE NAILS TOP
(7) 10d NAILS & (4) 1/4"x2
TIE BEAM
@ 8"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
NAILS (G.C. TO INSURE SOLID BLOCKING
TO RIM BOARD I
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
ISINSTALLED). SCALE: N.T.S.
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
SEE SS FOR RETROFIT
GABLE END RIM JOIST—
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
SECTION CORNER
CONNECTION INFO TO
MASONRY WALL
(2) - 1 Od TOE NAILS
EACH SIDE
OTHERWISE DETAIL CAN BE IGNORED
FRAMING ATTACHMENT
BLOCKING DETA IL �2
GIRDER/COL. CONN. @ 2nd FLOOR
HEADER CONN. @ 2nd FLOOR(T�
SCAI P
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP
REQ'D TYP —7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS
CAN NOT BE INSTALLED OTHERWISE - DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION PLATE SEE PLAN
OF CRIPPLES IF LONGER THAN 8"
TYP-i 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) SIMPSON LSTA30 W/ (22) 10d
SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
SEE PLAN FOR CONN.
TALL. (CONTRACTOR MAY USE RTT
CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT
HEADER 12 TOENAILS FLUSH W/ THE OUTSIDE
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS BENT OVER TOP PLATE
THEN DOWN FACE OF
(2) - 2X SPF TOP PLATE
w/ (2)
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THE
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
2x6 / 2x8 WALL BEYOND SEE
AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 10d NAILS
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
INTERIOR HEADER
—NAILING AREA (TYP.)
G
(2) 2x HEADER
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
SEE PLAN FOR
COL. SIZE
P
(2) SIM SON MSTA36 STRAPS w/
CONNECTION
7 7
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 F?OR___�
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
(26) 10d NAILS
SEE STANDARD HEADER
DOUBLE 2x6 OR 2x8 TOP
AT STEP DOWN LOCATION, MIN 7"
J 2 x SPF EMBEDMENT PAST STEP.
1
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ SIMPSON LS30 W/ (6)
-------------------
FLOOR SYSTEM OR
PLATE SEE PLAN CONNECTION DETAILS FOR
MORE INFORMATION
12d NAILS AT 6"
.1 BASE PLATE
2x CRIPPLES @ 16" O.C.
1 Od x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B --- SIMPSON SP6 wl (6) 1 Od x
C B PRE -EN I ERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
H,,—] FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2 x
WALL)@ 24" O.C.
F,
SILL (MAX. OPENING WIDTH 4 FEET).
SYP U.N.O.
EWALL OR BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
OR LVL GIRDER
JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO
2X CRIPPLE AT EACH END OF
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS
TO BE INSTALLED AT EACH END.
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"0
COL. SIZE
U 2 x 4 #2 SPF STUDS G INTERIOR HEADER
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
1�: NAILING SCHEDULE
T
/— SIMPSON HTT4 W/ (18)
AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
16d NAILS & 5/8"
ANCHOR BOLT w/
BOX HEADER
SEE PLAN
F TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)—
1 Od NA I LS & (4) 1/4"x2 1/4"
TIE BEAM
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 W/ (10) 1 Od (2) 2x TOP PLATE
NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/
D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE
TAPCONS
PROVIDE BLOCKING
OVER TOP PLATE ---SIMPSON SP2 w/ (12) 1 Od NAILS AT
SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE
BELOW JAMBS
TOP AND SIMPSON SP1 W/ (10) 10d
NAILS AT BASE
NOT REQ'D TO HAVE CONNECTIONS.
-PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS w/ (3) 12d TOENAILS T&B
OUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
4— -4- SITUATION. CONNECT G.T. TO
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
FOR FTG. REQ.
2x CRIPPLES TO —
MATCH JACK STUDS W/ (2) SIMPSON HTS20 w/
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR
HEADER CONN. 2nd FLO OR
(24) 1 Od x 1 1/2" NAILS AT TOP AND
STUDS BELOW
BOTTOM TO HEADER
FOR EXTERIOR 2 STORY WALLS ONLY.
STOP ONCE UNDER
2 STORY COL.
GIRDER
(IF CRIPPLES ARE LESS THAN 8"
SHEATHING CAN
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
�---ADDITIONAL STRAPS
—SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED
IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
/—(2) SIMPSON LSTA24 W/ (18) 10d NAILL\- (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) SIMPSON LSTA30 W/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
2x4 STUDS
PER PLAN
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
SEE Q/S4 FOR REQ'D JAMB INFO
OTHERWISE DETAIL CAN BE IGNORED
10d NAILS BENT OVER TOP
PLATE THEN DOWN THE
FACE OF HEADER/STUDS
(2) 2x HEADER SEE PLAN
DOUBLE 2A
SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
SIMPSON LSTA30w/(22)10d SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
/--2
WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
(2) 2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
EXTERIOR HEADERS
3'
�2XSTUDS
2x CRIPPLES @ 16" O.C.
@ END OF HEADER SEE
2x SILL PLATE W/ 12d TOENAILS.
Iq
@ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2)
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
(2) 10d TOENAILS AT EACH EXTERIOR HEADERS
SILL PLATE w/ SIMPSON LS30 w/ (6)
END OF SILL (MAX. OPENING
(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft 2x SILL PLATE W/ SIMPSON
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
1 Od x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
(2)
IS GREATER THAN 4 FEET
r8
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
. . . . . . SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2XI
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS
SIMPSON (2) MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"X2 1/4" ---
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 10d NAILS
NAILED TO STUD PACK FLOOR DECK
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 1 Od NAILS @ 8"o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM 2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. 2nd FLOOR
HEADER CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE
DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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"ROFES5
To the best of the Engineer's knowledge, information and be�ief,
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 porilons 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 10/2/2018
TECH: MJAMES
VERSION NO 4l.2
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FOLL)UPWEA]HER
RESISTIVE BARRIER &
WEATHER RESISTIVE
BARRIER
WINDOW UNIT
FLASHING REQUIREMENTS
TEMPORARILY SECURE
DOOR ROUGH OPENING
WEATHER
SLOPE
RESISITIVE
KBARRIER
0.3 in : 12.0 in
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
BARRIER
TAPE EXTERIOR
"I-,
SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR.
(0. 6 cm : 30.5 cm)
R703.2 Weather -resistant sheathing paper. One layer of No.15 asphaltfelt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
3 SHEATHING
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN, UP JAMB 6". USE LIQUID NAIL BRAND
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
(ASSEMBLED WNDOW)
OR EQUAL WEATHER PROOF CAULKING
EXTERIOR
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
C,
CEMT. FIN.
to meet the requirements of the exterior wall envelope as described in Section R703.4
WEATHER
SELF -ADHERED FLASHING
BUILDING PAPER
RESISITIVE
ID
Exception: Omission of the water -resistive barrier is permitted in the following situations:
BARRIER
SEAL TOPS OF JOISTS--�
UNDER DECKING
W It rR E LATH
1. In detached accessory buildings.
SUBFLOOR
2. Under exterior wall finish materials as permitted in Table R703.4
SELF -ADHERED FLASHING
(SEE DETAIL WP07)
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
I HEAD FLASHING TIE-IN INSTRUXTIONS:
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
1 1 . Cut, fold up & temporarily secure weather resistive
RIM JOIST
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
IIESE DETAILS ARE GENERIC AND barrier above header to allow for flashing
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
installation
E-ANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
4D WATERPROOFING METHODS TO weather resistive barrier
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
W ater-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe
3. Fold weather resistive barrier back over head
A
USED. flashing and seal with tape
V AF Q
following or other approved method:
1. 1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
Scal
SELF -ADHERED FLASHING
FLANGED WINDOW
SELF -ADHERED FLASHING
No
SELF -ADHERED FLASHING
10
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR DOOR WITH DECK - SECTION A
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
EXTERIOR SHEATHING
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
4. Continuously above all projecting wood trim.
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED
CORN ERS
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
SELF_A
THROUGH SELF -ADHERED
DHERED
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
ADHESIVE TO BE APPLIED UNDER FLASH�NG JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASH NG, SEE
FLASHING SELF -ADHERED FLASHING
6. At wall and roof intersections.
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
T At built-in gutters.
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
REFER TO TECHNICAL
LETTER ON CHEMICAL
SCORED
DE
RELEASE PAPER
R703.6.2.1 Weep Screeds
COMPATIBILITY
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
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(BEFORE FOLDING, SCORE
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
VERTICALLY FROM
BOTTOM OF
2
THRESHOLD
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
PRODUCTS DETAILS
2
2
SELF -ADHERED FLASHING
5
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
NAILING FLANGE
1
4
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
2
DO NOT FLASH OVER
SEAL TOPS OF JOISTS 1
UNDER DECKING
6
Detail Instructions
Refer to the in detail that to the items in the list
G
BOTTOM NAILING 8
(SEE DETAIL WP07) 2
7
number marked as each corresponds numbered of
FLANGE
instructions below:
1. Install self -adhered flashing in order as shown by numbers
SELF -ADHERED FLASHING
9115
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
INSIDE CORNER
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) -
G,ound7
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
SHEATHING
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
Lath
SELF -ADHERED FLASHING
Sheathing
PATCH
stucco
---- 7/8" Cement Plaster
DOUBLE
2�
>
�4
in accordance with
ASTMC926
JOIST
17
7/8" Cement Plaster
SINGLE WOOD BEAM
-
Foundation Wall
Felt backed metal in accordance with
JOIST BELOW
SELF -ADHERED FLASHING
lathe in accordance ASTMC926
Z_7
F_
SELF -ADHERED FLASHING 1
2
4
I I
with ASTMIC 1063
Felt backed metal
Building Paper lathe in accordance
SELF -ADHERED SELF -ADHERED
3" MIN��
4
with ASTMC1 063
FLASHING FLASHING
-7/16" O.S.B. Building Paper
Q
5
sheathing
7/16" O.S.B.
Metal sheathing
SELF -ADHERED FLASHING of
I VA ff
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
Flashing
DECK JOIST
OUTSIDE CORNER
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
STRIP OF SAF LEGEND
Bottom of Stampede or similar
Weep Screed cauk bottom
SELF ADHERED FLASHING (SAF)
1 112" to 2" joint only
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB) - - - - - - -
Above Roof Weep Screed
BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING l LATH
PLASTER ACCESSORY
Sheathing Installed As Per
Manufact. Specs.
SF LATH SHEATHING,'OSB', PLYWOOD, DENSGILASS
WRAP DP WRB ONTO
1/2" Cementitious
Cement Plaster
Decorative Finish
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
in accordance
with ASTMC926
BARRIER
over wood 2nd 0.5 . ..� All inside and
<
3 -112" INCH FLANGE
outside corner will
floor need to be miter
cut and caulked all
butt joints need to
0.
becaulked using
STRUCTURAL FRAMING
Stampede or sim.
STRUCTURAL SHEATHING
caulk for all
Z� THIS GAP IS A RESULT OF
PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF
DO NOT SEAL.
CONTINUOUS BACKER -1��DRAINAGE PLANE WRB
Ell
ROD & SEALANT DRIP SCREED PLASTIC
BOND BREAK WRB
ACCESSORY
SF LATH
it
Note:
The building paper and metal lath must be
---------- -----------
Cement installed over the top of the weep screed.
Plaster
---------------
PLASTER STOP
over block
1 floor
CONTINUOUS BACKER ROD
St
& SEALANT
CEMENTITIOUS FINISH
WEEP SCREED DETAIL
NOT USED
SOFF IT/CANTI LEVER
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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. 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
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TECH:
IVIJAIVIES
VERSION NO 42
SHEET NO.
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Simpson Connectors C_
< USP Connectors < (D 0
USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report (3)
Stock No. Product Approval No. Basis (2018) Stock No. Product Approval No. Basis (2018) _0
(D CD
A3 FL17244 1 ESR-3455 A23 FL10446 2 rSR-2606 - 0) -t---
E= HD210-2 FL17232 3 ESR-3"5 HU210-2 FL10856 4 ESR-2549 =3 _M U)
HD212-2 FL17232 3 ESR-3445 HU212-2 FL10856 4 ESR-2549 -0 -0
I
HD216 FL17232 3 ESR-3445 HU216 FL10856 5 rSR-2549
March 20, 2018 HD216-3 FL17232 3 I-SR-3"5 HU216-3 FL10856 I ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 Q_ 0
(__ -0 U_
HD26 FL17232.2 17SR-3445 HU26 FL10856.3 ES R-2549 (10 0 ii:__ I M
HD28-2 FL17232 3 As required by Florida Statute 563 642 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized on the (2 0 >
t - -0 E c)
Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes ESR-3445 HU28-2 FL10856.4 ESR-2549 rons ruction 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 number for any of the applicable listed
H0410 FL17232A ESR-3445 HU410 FL10856rg ESR-2549 products
(/) (3)
To Whom It May Concern HD412 FL17232 4 ESR-3445 HU412 FL10856.9 ESR-2549 - U) .0 Ca
Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures
0
Section 2303 5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HD610 FL17232.4 FSR-3445 HU610 FL10856 10 ESR-2549
joist hangers shall be tested per ASTM D7147 Testing and Fstabfishing Loads of Joist Hangers Previous versions of HU0410 FL17241,7 ESR-3444 HUCQ410 FL1 1408.11 SIM200804 1. EXTERIOR DOORS
the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood Both
methods determine a connector's allowable load as the lowest of the following HGA10 FL17699,1 Evaluation Report HGA10KT FL1 1470 4 SIM200803 A. SWINGING ThemnaTru Pirber-Classic and Smooth -Star (NON -IMPACT) FL204611 67 0/-67 0 psf
1 Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL176991 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 TharmaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 67 0/-67 0 psf
2 Average load at 1/8-mch deflection HHCP2 FL17236 7 ESR-3448 The"sTr, Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 -67 0/-67 0 psf
3 Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HCP2 FL10447 2 ESR-2551
The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680 4 Evaluation Report HETA16 FL11473 5 SIM200802 Th - - - Tr, rirber-Classic and Smooth -Star (NON4MPACT) FL20461.14 +67 0/-67 0 psf
strength, fastener strength, and wood specrfic gravity The tested ultimate loads must be adjusted when tested HTA20-18 FIL 17680 4 Evaluation Report HETA20 FL1 1473 5 SIM200802 ThermaTru Classic -Craft and Benchmark '1152251 67,0/-67 0 psf
material properties exceed the specified properties. HTT16 FL17324 2 Evaluation Report HTT16 FL11496 1 ES-0130 ThermaTru Smooth -Star and Benchmark FI-15225 5 +67 0/-67 0 rsf
ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirnitar Devices in HTT45 FL17324 2 Evaluation Report HTT22 FL1 1496.1 ES-0130 ThermaTrU FiberClassic, Smoothstar Cla�sicCraft Rustic FL7640 1 67 0/ 67.0 p5t
October 2016 to incorporate a methodology to evaluate products to the 2015 1 -Codes. Simpson Strong -Tie is working
on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244 8 ESR-3455 HTS16 FL10456.22 ESR-2613
the 2015 I -Codes As soon as the updated evaluation reports are completed, we will apply for Florida Product
Approvals HTW20 FL17244,8 ESR-3455 HTS20 FL10456.23 ESR-2613 B� SLIDING MI Windows and Doors Series 420 FL1 5332 1 - FLI 5332 5 �40.0/ 40.0 pst
However, reevaluating a large number of products will take time While manufacturers work wth product certification HTVV24 FL172" 8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Scri� 5570 1 [.2,11 10
agencies to update their v�ood connector evaluation reports, we recommend that building departments under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456 26 ESR-2613 C. SECTIONAL Clopay Building Products Residential VAndCode Doors W5 (8X7) FL15279 37 -30.01-32 0 psf
2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014
editions, respectively, until July 2018 HTWM16 FL6223,2 Evaluation Report HTSM16 FL1 1473,11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279 53 +30 01-30 0 psf
The information in this letter is valid until 6/30/2018 when A will be re-evaluated by Smipson Strong -Tie Please visit HTWM20 FL6223 2 Evaluation Report HTSM20 FILl 1473 11 SIM200802 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279 85 -38,0/-42 0 psf
wvvw strpogh�!.cc for additional pertinent information If you have questions or need further assistance regarding
this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099 HUGT2 FL6223 3 Evaluation Report HGT2 FL10456 18 ESR-2613 Clopay Building Products Residential VkAndCode Doors W6 HI FL15279,102 -37 0/41 0 psf
Sincerely, HUGT3 FL6223 3 Evaluation Report HGT3 FL10456 19 ESR-2613 D METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single Pairs of Doors FL11537,1 N/A (see inst sht)
SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232 6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549
HUS212-2 FL17232 6 ESR-3445 HUS212-2 FL10856 11 ESR-2549 2 W N DOWS
/6P4 HUS26 FL17232.6 ESR-3445 HUS26 FL10856 11 ESR-2549 A SINGLE HUNG MI Windows and Doors Series 185 FL17499 2 -50 01-55 0 psf
Keith Cullum, P.E., LEED AP dwfBDW HUS28 FL17232,6 ESR-3445 HUS28 FL10856 11 ESR-2549
Engineer, Southeast U S Branch HUS28-2 FL17232 6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 PET Series 5500 FL239 7
B HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 �40 0/ 50 0 psf
JL24 FL17232 7 ESR-3445 LU24 FL10655 103 ESR-2549
C. FIXED MI Windows and Doors Series 185 FL15349.1 +40 0/40 0 psi
JL26 FL17232 7 ESR-3445 LU26 FL10655 104 ESR-2549 FIST Seres 5520 FL24 9
r1_17232 11 ESR-3445 LUS210-2 FL10655 107 ESR-2549
D MULLION MI Windows and Doors Sermsb/64 FL15353 2 NIA
JUS24 FL17232.10 ESR-3445 LUS24 FL10655 109 ESR-2549
PUT Series 5500 FL261 1 N/A
JUS26 FL17232,11 ESR-3445 LUS26 FL10655 111 ESR-2549
E OTHER
JUS26-2 FI-1723211 ESR-3445 LUS26-2 ri-10655 112 ESR-2549
JUS28 FL17232 11 ESR-3445 LUS28 FL10655,113 ESR-2549
JUS46 FIL17232.11 ESR-3445 LUS46 FL10855 118 rSR-2549 3� PANEL WALL
Page I of I KLEG3 FL17241.15 ESR-3444 LEG3 FL10667 71 FSR-2615 A SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192 1 - FL13192.2 NIA
... .... - -----
Simpson Shong-Tis Company Inc 2221 Comtry Lane McKinney, TX 75069 Phorur 972.542.0328 Fox 972.542.4139 wisw.stronalie.corn KST260 FL17244 15 ESR-3455 MST60 FL1 1 08527 ESR-2105 B SOFFITS Al.w. Solid and Vented Soffit F1_15272.1 - FL15272.2 170 01-70 0 p�f
LSTA12 FL17244 18 ESR-3455 LSTA12 FL10852 4 ESR-2105 C, OTHER
LSTA15 FL17244 18 ESR-3455 LSTA15 FL10852 4 FSR-2105
LSTA18 FL17244 18 FSR-3455 LSTA18 FL10852 4 ESR-2105 4 ROOFING PRODUCTS
LSTA24 FL17244 18 ESR-3455 LSTA24 FL10852 4 ESR-2105 A ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124 1 1
LSTA30 FL17244 18 ESR-3455 LSTA30 FL10852 4 ESR-2105 R UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A
LSTA36 FL17244 18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C ROOFING FASTENERS NOT USED
LTS19 FL17219,2 ER-0200 LTT19 FL1 1496,3 ER-130 D ROOF VENTILATORS Thompson Arch Metal Comp Off Ridge Vents FL16918 I - FL16918 4 NIA
LTS20B FL17219 2 ER-0200 LTT208 I'Ll 1496 3 ER-130 Flonds Metal Products, Inc VentRV10 FL21580 3 N/A
LTT131 rI_1 7219 2 ER-0200 LTT131 FI114963 ER-130 Lomanco, Inc DA-4 Exalhust Vent FL17202 I N/A
LTW12 FL17244 8 ESR-3455 LTS12 FL10456 29 E.R.2613 E ROOFING TILES Floral Tile Villa 900 FL784927 FL784926 N/A
LUGT2 FL1 7240 2 ESR-3447 LGT2 FL1 1470.7 SIM200803 Boral Tile Saxony 900 F1,7849 16 - FL784920 N/A
MP3 FL17244 22 ESR-3455 LS30 FL10446 15 ESR-2606 F METAL ROOF GUIt Coast Supply & Manufacturing IA_C 0 032" AlurnlnUffi Gulti-ol, 16" wide root panel FL11651 2 R3 N/A
MP34 FL17244 23 ESR-3455 A34 FI_10446�3 ESR-2606
I FL17244 24 ESR-3455 LTP4 FL10446.19 ESR-2608 5 SHUTTERS
MP5 FL17244 22 ESR-3455 LS50 'T 10446 16 ESR-2606 A, STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076 1 - FL15076 2 N/A
MPH3516 FL17240 3 FSR-3447 WM 1416 FL10667 86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869 1 NIA
MSTA12 FL17244 18 ESR-3455 MSTA12 FL106528 ESR-2105 6. STRUCTURAL
MSTA15 FL17244 18 ESR-3455 MSTA15 FL10852.8 ESR-21 05
COMPONENTS
MSTA18 FL1 7244 18 ESR-3455 MSTA16 FL10852,9 ESR-2105 A WOOD CONNECTORS/ USP Structural Conn see chart
MSTA24 FL17244 18 ESR-3455 MSTA24 FL10852,9 ESR-2105
ANCHORS Simpson Str.ng T,0 see chart
MSTA36 FL17244 18 ESR-3455 MSTA36 FL10852.9 ESR-2105 B TRUSS PLATES ITW Building Components Alpine Truss Plates F L 1999 1 - FLI 999.4 N/A
MSTCAD I'Ll 7244 26 ESR-3455 MSTC40 FL10852 11 ESR-2105
MiTelk Industries, Inc. Truss Plates FL21971 - FL2197 5 N/A
MSTC52 FL1 7244 26 ESR-3455 MSTC52 FL10852 11 ESR-2105
MTW12 FL17244 8 ESR-3455 MTS12 FL10456 33 ESP-2613 C ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527 1 - FL6527 5 N/A
MTW16 FL17244 8 ESR-3455 MTS16 FL10456 34 ESR-2613 D MATERIAL Cast rate Corp High Strength Concrete Limels FL158 1 N/A
MTW18 FL17244 8 ESR-3455 MTS18 FI10456,35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintals FL1774 N/A
MTW20 FL17244,8 ESR-3455 MTS20 FL10456 36 ESR-2613
MUGT15 FL17240.5 ESR-3447 MGT FLI 1470 9 SIM200803
NFM35X12 FL578 2 Evaluation Report MBHA3 56111 25 71,13904 6 ESR-2616 Cn
NFM35X16U FL578 3 Evaluation Report MBHA3 56/16 FL13904 6 ESR-2616
PAU44 FL17239 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
PAU66 FL17239 13 ESR-3449 GLTV3.516 FL10667,8 ESR-2615 jobsite, 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with. 3) copy of the applicable manufacturers installation requirements Further, I
PHD2A FL17219 3 ER-0200 FGTR FL11473 2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection
PHXU3516 FL17241 20 ESR-3444 CS16 FL108521 ESR-2105
RFUS FL6223.5 Evaluation Report H1 FL10456 5 ESR-2613
RS150 FL17244.27 ESR-3455 H10 FL10456 6 ESR-2613
RT15 FL172W 3 ESR-3"8 H10-2 FLI04% 7 ESR-2613 E
RT16-2 FL172362 ESR-3448 H10A FL10456 6 ESR-2613
RT16A FL17236 2 ESR-3448 H3 FL10456 13 ESR-2613
i FL17236 3 ESR-3448 H4 FL10456 14 ESR-2613 C_
RT4 FI1723&3 ESR-3448 HS FI1045615 ESR-2613 APPLICANT SIGNATURE DATF
RT5 FL17236 3 ESR-3448 H2 5 FL10456,11 ESR-2613
RT7 FL17236.3 ESR-3448 H2�5A FL10456.12 ESR-2613
RT7A FL17236 3 ESR-3418 H8 FL11470 3 SIM200803
M >
RT8A FL17236 3 ESR-3448 Spi FL10456 41 ESR-2613 0
SPT22 FL17244 30 ESR-3455 SP2 FL10456.42 ESR-2613
SPT24 FL17244 31 ESR-3455 SP4 FL10456A3 ESR-2613 >
SPT4 FL17244 32 ESR-3455 SP6 FLIG456.44 ESR-2613
SPT6 FL17244,32 ESR-3455 SP8 FL10456.45 ESR-2613
SPT8 FL1 7244 32 ESR-3455 SPH4 FL10456 46 ESR-2613
SPTH4 FL17244.32 ESR-3455 SPH6 FL10456 47 ESR-2613
SPTH6 FL17244 32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH8 FL17244.32 ESR-3455 U24 FL10(355.141 ESR-2549
SUH24 FL17232.13 ESR-3445 HHUS28 2 1`1_110655�3 ESR-2549
THD28 FL17232 16 ESR-3445 HHUS410 FL10655 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 FI_17232 16 ESR-3445 HDO8SDS3 FL10441.1 ESR-2330 U)
THD612 FL17232 16 ESR-3445 MSTAM24 FL11473 19 SIM200802 M
THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473,19 SIM200802
UGTS3F FL20331 Evaluation Report MSTCM40 FL11473 19 SIM200802
UPHD8 FL17219 5 ER-0200 HHETA20 FL11473 9 SIM20OB02
LGT3-SDS2 5 FLI 1470 7 SIM200803
_GUM2Er-2 FL11473 12 SIM200802
M
W
<
SHEET NO.
PA 1_.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
E66991M
Entit, Dole P-din,
ErifiVe 2AIf, Date Pondin
Version M,-ftd....
Contact r-Ineer & License Validated A� Validated S,b,[Lt,d L291�
A,,r,,,d Value
i1le" Version
- - 1-kartil, Valdese Shr V,Ildt,d Subomtwol LQ.Q Add -1
A-,md Slow,
Revision 2011 Therom-Tru Corporation
Rick Wright Lyndon F, Schmidt. P,F Ryan J. King, RE, la/15/2017 OU12/2017 10118=17
1211211017 Aplp-ml
R-Mon 2017 Therms-Tru Corpormilon
Rick Wright Lyndon F Schmidt. PE Ryan J. King. P.E. 12/1312017 12113f-'017 12r112017
02/13f2018 Approoed
Category: Exterior Doors
(419) 298-1140 PE-43409 (8131 767-65M
Cstoflo�: EAerlor Doom
(419) 2�8-1740 PE-4MO9 is 13) 767-9655
Subcategory: SWrgIng E.I.dar DO., Aimmottollem
r1c�0rwbldgconsI,4ohh;
subcategory: SWrQIng Exterior Door Asomootoll"
rickw(ilinviolugoon-Ilard..
Compliance Method: Evaluation Report from .
in
Compliance Method: Evelutilkin Report from a
Florida Rogslarad Anctifted or a Ucensed Florida
Florida Registered Architect or a Licensed Florid.
Professional Engineer
Profession.[ Enginow
FL#204614t2 fenoducto
FLd=4StR3 Progiticto
Quality A ... renc, A-Poved for Use A--d! for Us,
.-t D,ml-
Quoilltv A ... r,n,, App,-d for Us. Appm,ed to, Use
lmr.0 D-on
Product Model, Number or No,*
product D ... Mail,, C,,t,,t F-Infil- Date outside HVFiZ
R,,I,t-,t poormore
219-9 Product Model. Number rN-,
Product D ... notion Contract P-Irecon net, h HVHZ Q,tid, HVFIZ
R,,,,t,,t Phs-
Themone-Tru I'lls-Cloorik ..it SmootIrSter
Nominal 611,011 &quoI;Non-lmpacI&quoL Opaque 12/3112020 No Y.,c
NO WA
1 0. ThrominwTru Filoor-Classic and Smoolh-Slw
Nominal 6&*39;8 &qudLNom-1mrmd&quoI; Opaque 1213IJ2021 No Y.,
No NJA
Composdo Edge Filbeegloss Single Dow
C-p-Its Edge Flim,lik- Single DO.
0h;n sW Xuc guralkon)
ini -;R-
(I-Ing/OuNWhil, X cohnguhallon)
6 f. Thshorms-Tou I'l-Clessic and gr000(Orar
,�Z . h I.P.d&qdm, Opaque 12/31/2020 NO Y.
No N/A
6 1, Th.-Tru FID-Clartic and S-olh-Ste,
Nominal &%*39,0 &quo1;Nom4m;mcI&quoI; Opaque 12(31/2021 No Y.,
No NIA
Cornpo,itte, Edge Floor, I SI Do,
(MmIrglOutwing: h,
9 1, Thoisomw1tru leber-classic and Smoolh-Slar Nominal 6&X39;8 &q.mY'4.n-Imm,.t&qu.L Glaomd 12/31/202D No Y- N.
Composite Edge Fiberglass single Dow
(lnYMn91Ou11Wns; X corTlIgurnificar
14 n Thornme, Tru I'lloor-Clanic and! Smooth-Slar Nomilmol SM9;0 stated 1213 1J2020 NO Y.� No WA
Compoill a Edge Fiberglass SI ngle Dow
FIS1531241A
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Florida Departatent of Business & Professional Regulation
Flonda Department of Business & Professional Regulation
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Building Codes and Standards
Building Codes and Standards
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1 V Thornpoon. kx, trips Thoonpeor Ajchftdu!ol
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(417) 624-6044 PC 74021 (334) -W 1 WO
Metal. Company (TAMCO)
(813) 248-3456 PE 74021 (334) 300 1 NO
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(813) 248-3456 PE 74021 (33.4) 3W, 1300
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(813) 248-3456 PC 74021 (334) 300-1800
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Florida Department of Business & Professional Regulation
Florida Department of Business & Professional Regulation
Page I of I
Florida Department of Business & Professional Regulation
Page I o4' I
Building Codes and Standards
Flonda Department of Business & Prof"Siongl Regulation
Peas 1 .11
Building Codes and Standards
115/208
Building Codes and Standards
Product Approval Application Detail
Building Codes and Standards
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Product Approval Application Detail
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Florida Meet Producis Inc
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Page I of I
IAV20is
F londa Department of Business & Professional Regulation
Building Codes and Standards
Pope I Of I
1-1.
Florda Deperftnent of Business & Professional Regulation
Building Codes and Standards
Pope 1 .11
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Distall
Product Approval Application Detail
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category: Roofing
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(802) 2ei-z28a S.VI- LLC (205) 854 0160
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(W2) 2w2288 S-roart LI C (205) 864-0160
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P- 10 1
Florida Department of Business & Professional Regulation
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Page 1
Flonds Department of Business Professional Regulabon
pop I Of I
Flonda Department of Business & Professional Regulation
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Flonda Department of Business & Professional Regulaton
Building Codes and Standards
Building Codes and Standards
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Deloill
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Florida Department of Business & Professional Regulabon
Florida Department of Business & Professional Regulation
Flonda Department of Busiriess & Professional Regulation
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Building Codes and Standards
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Building Codes and Standards
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Florida Department of Business & Professional Regulation
Page 1 .11
Flohda Department of Business Professional Regulation
Trade I pri
Florida Department of Business & Professional Regulation
Building Codes and Standards
Building Codes and Standards
Building Codes and Standards
Building Codes and Standards
Product Approval Appilkation Detail
Product Approval Application Detail
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Product Approval Application Detail
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(513) 65g 3707 PE-60122 (352) 588-5311
Category: Rooling
(352) 498-0778 PE-75519 (334) 300-1800
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-N/A/
Cornpilarnse 11111.4ho& Evaluawn Repc�rl from a
Florde Re�bderecl Arcthitect or . Licensed Flo�ld.
15132". Ptywwd
-i64.2P8F
Flow. Registered Archilopt o,, a Licensed F Wide
P-f-joraf Engineer
22
26 Go. GulfRIb
Min 26 Ga. GuIfRib - 15521Rjud. Plywood 04/12/2024
No Yes
N/A
+NW
0-
Prof-onal Eng-
P L#11651 R3
Products
23
26 Go GulfRib
W 26 Ga. GutfRib - 15M&qud Plywood 0411212024
Y., Y.
NIA
-1591PSF
N/A?
M
.15921,81"
<
FL#lTT4-Rd PmdL%U
Quality Assurw�
A,,r,"d
for Wip
App,."d for Us.
Impect
D,,I-
24
28 Ga GulfRib
M. 26 Go G.11R.b -r 1.4 Wont! P.,Ii,. over 0411212024
Yes Yes
NZA
-N/A/
Quil Assurance
Ap�wdl Fr Use A-d for UN
Impact
Design
S"o
ProdUct Model. Nurribror m Name
Prod= Description Conrl,.ct Ex0r,slion Wit
In HVHZ
outside HVKZ
Resislaryt
Pressure
1513241duot, Plyeood
-1042PSF
-4-a-saij
lill"
Pruduo 1111001, 11-toer cor Nam
Product plegruftn Corarel UpIrmfim Done
In oulaids, H
Yes
Root
WA
Pressure
WA
0 032&qud. AJuminum 5V Crimp
On 0 032". 5 V Crimp Murninum Roof Panel 041121202�
15/32"+ Plywood
Y's
N/A
+N/Af
A08spalc
25
29 Go Gulfft
Min 29 Go, GulfRib o,eir I k4 Wood Purlins cknor 04)1212024
1 U3241,quot, Plywood
No Yes
NIA
-NIN
-1231PSF
Quality 1pn�est or Commercial Concrob. Products
P-ast and Prostressocl Concrete L.W1. D5/25M24
0 032&Quot Aluminum Guff Lok
ckner
Min 0,03211,quot. Alminum Gult Lok I Uquist: Wlds OV1212024
Root Panel on,or 1513214cluct; Plywood
1&quai Gutf Snap 24 Go 17&qual: Roof Panel 04/1212024
No
Yes
Yes,
Y.
N/A
N/A
-N/A/
-1160PSF
-NM)L-131 OPS
26
27
29 Go GulfRib
29 Go GultRIb
Min 29 Gs+ Gul?Rib ouer I "241ol Plywood 04/12/2024
On 20 Go GuHRib over 1x4 Wood Purfins over 04/12/2024
No Y.
No Yes
NZA
N/A
-N/A1
-1460PSF
-NIA/
1 sculpt: 24g. Gulf Snap
I&qut: 24g. V.-L.
wide
over iS/32": Plywood
14II(rual, Versol-oc: 24gs 16 5&qjot; Wide Roof Panel 04/1212024
o,,eir 15/32" PlY.-d
Yes
Yes
NIA
+NIAJ
-138 SPSF
2�
29 Ga. GulfRib
.
7/iS": GS S.
Min 29 Go. GuffRib - 7i'lUcluot: 0.5 B. 04112/2024
No Y.
NIA
-101 OPSF
-NIAI
-116,OPSF
0
%quot: VorrooLot,0324liquot. Aluminum
I&qua, VerseLoc m1n 032&quol; Aluminum oker 04/1212CY24
Yes
Yes
N/A
-NIA/
6
1.5" 249a. Gulf Snap
15/32", Plywood
I Uquot: Guff Snap 241p, i 6" Wide Rod 04/1212024
Yes
Yes
NIA
-101 OPSF
-NIAJ
Panel twor 15a2&QVot. Plywood
-116,OPSF
5,-h 0110,
I 5", 24gs Verial
I 5": VersoLoc min 24go 15" wide Roof 04112/2024
Yes
Yes
NIA
-N/)V
Panal Pinar i5r=quot: Plywood
.123 5PSF
Code V ... lo,.
2011
FLM 11651
2": 24p MepLoc
On 24 Ga, 2" Mog@Lm la&qud, wide Roof 04/12/2024
No
Yes
NIA
+NIAJ
ApplIcaticko Typo:
ALL
Product Manufacbirer ALL
(D
Pool *,,er 15132&quat; Plywood
AO&5PFIF
Category.
ALL
sub..Wfi-y ALL
U)
24 Go Gulf Lok
Min 24 Ga. Guff Loot 1 G&quof Wide P,ne, 15132" 04112/2024
No
Yes
N/A
-NI)V.96 7PSF
Application Staturs: ALL
Compliance Method ALL
Plywood
Quality A-uran-
Entity Contract E.Pired: ALL
Product Modal, Numb,, or N- AL L
24 Ga Gulf So..
Min 24 Go Guff Seem 19&qupl Wide Roof Panel 0411212024
No
Yes
NIA
-NAAJ-93 5PSF
Pmd-t nw.n0ptl-
ALL
App, ... d for - In HVHZ ALL
24 Gs� Gulf
ckna 114 Wood Purim$ �r 15137&quct: Plywood
On 24 G Guff Seem, I 3/411,ouct, Snap Lock, 04112/2024
No
Y'.
WA
-N/Al
Appiaked for use
outside VHZ ALL
Impact Reiiisbant ALL
Seem
.
Design P ... use
ALL
D,t, Frorn, ALL
12
20 Go 5V Crimp,
Isilquot.Us Roof Penal o,nar I &32", Plywood
?A, 26 Ga. 5V Cri� Rod Panel - 15132&qpot, 04/12/2024
Plywood
Yes
Yes
N/A
-108 SPSF
+NIN
-150.5PSF
D.t. To
ALL
13
26 Go 5V Cd.p
On 26 Go 5V CrInsp c,n&r 1 W3211,quot Plywood 0-Vi212024
No
Yes
NIA
-NIM011 PSF
U-1
14
26 Ga 5V CrIne,
Pan 26Gs. 5VCrirnp Roof Panal - firs Wood 04/1212024
No
Yes
NIA
+NIN
Purloss oner 15132", Plywood
-156.5PSF
15
25 Ga. Gulf Lot
Pan 26Ga. Gull Lok 16". Wide Roof Ponal 0411212024
Yes
Yes
NIA
-N/Al
<
'I&S2411cluot, Plywood
.101,OPSF
Is
26 Go Gulf Lck
Min 26 Ga. Gulf Lok 16", Wide Roof Panel cMnR 04112/2024
No
Yes
N/A
+N/N-63.5POF
15/32", Plywood
17
26 Ga GOPUR
Min 26 Go Guff P8R Rod P .. I pull, 15n2&qd; 04112/2024
No
Yes
N/A
-NIAJ
Plywood
.154.7PSF
<
I
C1-
SHEET
NO.
PA -.1 1
.
r
w
L�35��
10