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INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
SIN
STRUCTURAL NOTES
ABBREVIATIONS
SN1
DETAILS
AB or A.B. Anchor Bolt
ABV or Abv. Above
AC or A/C Air -Conditioner
ADJ or ADJ. Adjustable
AFF or A. F. F. Above Finished Floor
AHU orA.H.U. Air Handier Unit
ALT or ALT. Alternate
BC Base Cabinet
BF Bifold Door
BK SH or Bk Sh BookShelf
BLK or BILK. Block
BLW or BLW. Below
BM or Bm. Beam
BOT or Bot. Bottom
BP or B.P. Bypass(door)
BRG or BRG. Bearing
C Carpet
CAB Cabinet
CIR or Cir. Circle
CJ or C/J Control Joint
CLG or Clg. Ceiling
CMU Concrete Masonry Unit
COFF or Coff. Coffered or Tray Ceiling
COL or Col. Column
COMM or Comm. Community
COMP or Comp. Compressor
CONN or CONN. Connection
CT or C.T, Ceramic Tile
D or D. Dryer
DB Door Bell
DBIL or Dbl. Double
DCF Decorative Cementitious Finish
DEC or Dec. Decorative
ED or Ded. Dedicated (outlet)
D DIA or Dia. Diameter
DISP or Disp. Disposal
DIST or Dist. Distance
DMF Decorative Masonry Finish
DS or D.S. Drawer Stack
DTL Detail
DV or D.V. Dryer Vent
DVP or DV.P. Diverter Valve (plumbing)
DW or D.W. Dishwasher
EA or Ea. Each
EW or E.W. Each Way
ELEC or Elec. Electrical
ELEV or Elev. Elevation
EQ Equal
EXT or Ext. Exterior
EXP or Exp. Expansion
FBC Florida Building Code
FDN or Fdn. Foundation
FXD GIL Fixed Glass
FG Fiberglass (Shower Pan)
I -IN Finished
FIN FLR or FF or Fin, Fir. Finished Floor
FIX or FXD Fixed
FLR or Fir Floor
FLR SYS or Fir Sys Floor System
FOM or F.O.M. Face Of Masonry
FP or F.P. Fireplace
FR DR French Door
FRT Front
FT or Ft. Foot/ Feet
FTG or Ftg. Footing
GALV or GaIv. Galvanized
GC or G.C. General Contractor
GFI or G.F.I. Ground Fault Interrupter
GT or G.T. Girder Truss
GYP BD or Gyp. Bd. Gypsum Board
HB Hose Bibb
HDIR or Hdr. Header
HGT or Hgt Height
HH or H.H. Hand Held (plumbing faucet)
HORIZ Horizontal
HS Hard Surface (flooring)
ILO In Lieu Of
INSUL or Insul. Insulation
INT or Int. Interior
KIWALL or K(Wall Kneewall
KS or K.S. Knee Space
LAU N or Laun. Laundry
LAV or Lay. Lavatory
LF or L.F. Linear Ft.
LL Lintel Length
LT Laundry Tub
MGT Management (room)
MAS or Mas. Masonry
MAX or Max Maximum
MC Medicine Cabinet
MFR or Mfr. Manufacturer
MW or MICRO or Micro. Microwave
MIN or Min Minimum
MIR or Mir. Mirror
ML or M.L. Microlam
MONO or Mono Monolithic
NTS or N.T.S. Not to Scale
OE or O.E. Owner's Entry
OPN G or Opn'g. Opening
OPT or Opt Optional
PC Pull Chain
FED or Ped. Pedestal
PH Phone
PKT or Pkt. Pocket (Door)
PL or P.L. Parallam
PLF Pounds per linear foot
PILT HT or Pit. Ht. Plate Height
PLNT SHLF or Pit. Sh. Plant Shelf
PSF Pounds per square foot
PT or P.T. Pressure Treated
PW or P.W. Pre -wire
PWDR or Pwd. Powder Room
RA or R/A or RA. Return Air
RAG or Rag. Return Air Grill
RAD or Rad. Radius
REC or Rec. Recessed
RECEPT Receptacle
REF or Ref. Refrigerator
REINF Reinforcing
REQD or Req'd. Required
RMorRm. Room
RND or Rnd. Round
RO or R.O. Rough Opening
RS or R/S or R&S Rod and Shelf
SD or SO. Smoke Detector
SQ FT or SF or S.F. Square Foot (feet)
SGD Sliding Glass Door
SH or Sh. Shelves
SHWR or Shwr. Shower
SHT Sheet
SL or S.L. Side Lights
SPF or S.P.F. Spruce Pine Fir
SPECS or SPECS. Specifications
SQ or Sq. Square
STO Storage
SWorS.W. Shear Wall
SYP or S.Y.P. Southern Yellow Pine
TB Towel Bar
TEMP or Temp. Tempered
TH IKN or Thik'n. Thicken
TOB or T.O.B. Top of Block
TOM or T.O.M. Top of Masonry
TOP or T.O.P. Top of Plate
TP Toilet Paper Holder
TR Towel Ring
TRANS WOW or Trans. Transom Window
TYP or Typ. Typical
LIC or u.c. Under Counter
UCL Under Cabinet Lighting
U NO or U.N.O. Unless Noted Otherwise
V or v. Valve (shower or tub/shower)
VB Vanity Base
VERT or Vert. Vertical
VIL or V. L. Versalam
VTR Vent through Roof
Worw Washer
W1 or w/ With
WC or W/C or W. C. Water Closet (toilet)
WA or W.A. Wedge Anchor
WD or Wd Wood
WDW HDR or WDVV. HDR, Window Header
WH or W.H, Water Heater
WIC or W.I.C. Walk-in Closet
WM or W.M. Wall Mounted (plumbing fixture)
WIP Water Proof(ing)
WS Water Softener
WWF Welded Wire Fabric (Mesh)
S3
DETAILS
S4
DETAILS
S5
DETAILS
SS
RETROFIT DETAILS
D 1
SECTIONS & DETAILS
WIP
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALNUMBERS
PA1.1
PRODUCTAPPROVALINUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
PA1.3
PRODUCT APPROVAL NUMBERS
REVISIONS
08-20-15 1.0 NEW BASE PLAN
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12-8-15 2.0 ADDED VAULT. CLG.
12-28-17 3.0 2017 FBC UPDATES
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
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Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, onnissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
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drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and sea] 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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REMARKS
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FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
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FLITCH PLATE
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R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 j X 25
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13
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18JX37j
S.H.
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20X50j
S.H.
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20 X 63
18 4 X 62
S.H.
16
20 X 72
18 4 X 714
S.H.
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27 1/4 X 26
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S.H.
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27 114 X 38 j
N/A
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27 j X 50 j
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S.H.
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S.H.
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S.H.
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27 4 X 72
26 X 71 1/2
S.H.
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36JX25 1/2
S.H.
23
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36 j X 37 314
S.H.
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36 j X 62 1/2
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52 j X 25 4
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54 X 38 j
52 4 X 37 j
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524X50
S.H.
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54 X 63
52 4 X 62J
S.H.
36
54 X 72
52 4 X 71 j
S.H.
39X59
40 X 59
N/A
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79 X 59
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FIRST FLOOR PLAN - B1
SCALE: )/4"=V-101"
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 13/8" thick, or
20-minute fire -rated doors.
R302.5.2 Duct Penetration. Ducts in the garage and ducts
penetrating the walls or ceilings separating the dwelling from the
garage shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no openings
into the garage.
R302.5.3 Other Penetrations. Penetrations through the separation
required in Section R302.6 shall be protected as required by
section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bid. 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
li,
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent aipp ied
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 (11829 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 sp ere o pass roug e open
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 locate at least inc es
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"
+29.7 -30.8
+29.7 / -39.2
+28.3 -30.8
+28.3 / -36.4
E
+26.6 -28.0
+26.6 / -32.2
SEE SN SHEET SEE SN SHEET
PH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE 1
+34.0 / -44.8
WALL LEGEND
TYP. 2x FRAME WALL
.1 1 1 1 1 1.1.1.1 ].1 1.1 1 BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION 11131 "
1ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
FRONT ENTRY 24
TOTALAREA 2376
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R- 19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED
(GARAGE / LIVING)
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the structural plans and specifications contained within these
drawings comply with the 2017 Flodda 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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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 ASTIM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063,
R703.7.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1 . Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry constructions with
frame walls.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 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 ventiiated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
—CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
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the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE: 1/4"=1'-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
.G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering wl portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance With R703.2.
2, One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry constructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersections
• At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT,
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SO. FT.
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Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAM
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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the structural engineering portions of the drawing pages bearing
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LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only, All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2014 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and
shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' if 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
I AN
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PE5WI /_1%
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CEILING MOUNTED LIGHT FIXTURE
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LED CEILING MOUNTED LIGHT FIXTURE
F-0
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RECESSED LIGHT FIXTURE
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)
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PUSH BUTTON SWITCH (OPTIONAL)
1-0
PUSH BUTTON SWITCH - DOOR BELL
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SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
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(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
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ELECTRIC PANEL
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DISCONNECT SWITCH
SPEAKER (OPTIONAL)
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(91�)
(1) PHONE LINE, (1) DATA PORT
200A INDOOR PANEL
CENTER
4 copperto lights & outlets
NEW I
200 AMP 2 coppe to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
MAIN
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150 amp
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TERMINA TION PER
WITH CODE APPROVED
NEC 14,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
WP DISC.
GFI H.B.
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
mr-M Cmr-f-1c,
SYSTEM
LOCATION WITH
BUILDER
MAIN FLOOR ELECTRICAL PLAN
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineet's signature and seaJ is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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4600 W, Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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ATTIC VENTILATION CALCULATIONS - B1
ATnC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
by Upper
SQ. IN. Of of vented
IN of
of
ventilation to
SQ. IN. of
SQ. IN of
Ventilators
ventilation soffit
ventilation
vented
be provided
Ventilation
Ventilation
(See Elev)
required needed
required
soffit
by upper
needed
ventilators
Main
21.00000
2,000000
Floor
2377
2282
326
1141
81
570
0
591.0
315.0
� 276.0
(Zone 1)
-NOTE
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 6th ED. RESIDENTIAL.
ROOF PLAN
SCALE: Y4""=1'-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster,
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paper
backed stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
e Exterior window/door openings.
Intersection of chimneys or other masonry constructions with
frame walls.
0 Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction,
• At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 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 Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
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Residental 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and sea[.
AM 00%
LENNAkm
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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r ..............................
CONIC. GROUT FROM FT. TO BEAM HVAC CHASE
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TOP OF CONCJ PAVER TO BE 4"
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TYP @ ALL PLACES SHOWN LOCATION
HOOKED FTG. DOWELS 5" EMBED
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NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F' OF THE FBC 6th EDITION (2017)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
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CONT REINF. SEE
FND. FOR QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
"Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: NTS
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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. Engineer's 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 2001 Tampa, FL 33607
www.LennarTampa.com
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TECH: JMUROSKI
VERSION No' 4mO
SHEET NO.
6.0
t:
UPLIFT CONNECTION CROSS-REFERENCE
3/7/18
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
CAPACITY CAPACITY
0 CONNECTOR FASTENERS CONNECTOR FASTENERS
SYP SPF SYP SPF
A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2"
8 HETA1 6 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2"
C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2"
D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2"
E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2"
F HHETA20 2235 10 - 10d x 1 V2"
G H10A 1340 1015 18 - 1 Od x 1 1/2" RT1 6A 1380 11Rn 0- 1/0% 8-1 Od
H HTT4 3610 3105 5/8"ANCH. 108) 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20) 10dxl-1/2
—J HTT5 4350 3740 5/8"ANCH. 1(26) 10dxl-1/2" HTT5 3225 5/8" ANCH. ](28) 10dxl-1/2
K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 518" DIA. BOLTS
L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS
M HD7B * 6645 5650 17/8"ANCH. 3/4" STUD BOLTS TDXI 0 7845 — 4 - 7/8" DIA. BOLTS
IN LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d —
P 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2"
Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d - 1 6d x 3-1/2"
R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-112"
A A
(2)
(2)
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S3
T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1 1195 1 1005 14-1 Od x 1-1 /2"
U MGT/MUGT 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY
V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)lOdNAILSAND
(7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE
C-
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MINIMUM 3" MEMBER
CJ3A
CJ3
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.
E J15
ALL EPDXY ANCHORS USP CIA-7000C
CJ56
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
>
LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
EJ7B
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FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
EJ5
OC FOR CARPET AREAS
NBC_-13 EJ713
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
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TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B
iNT RSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128"x 3" GUN
ERA
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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
.EJ7A
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LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
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IS ALLOWED BETWEEN TRUSSES TRUSS 1 OR 2 PLY CARRIER—J
STICK FRAMING SPLICING OR AT —(A)
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INTERSECTIONS. SPLICING /2xCO TLEDGER
.... ..... ..... .....
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
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FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-10" ON A HORIZONTAL PROJECTION.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LENNAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 3/7/2018
TECH: JMUROSKI
VERSION NO - 4n0
SHEET NO.
7.0
GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed Ul 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACi 530
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPRNED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS I
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3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11 " slump.
S. Concrete masonry units (CMU) par ASTM C90 wl
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
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LO 7. 270 low relaxation.
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8. Mortar per ASTM C270 type M or S.
L NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L:NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
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POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair,
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitluos coating. See contractor specifications
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
LE N NJWA'k& R
4600 W. Cypress St, Suite 200 1 Tarnpa, FL 33607
www.LennarTampa.com
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TECH: JMUROSKI
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION,
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-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
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 AWALKING
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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN
HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-114.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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.
IIST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSIF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1-10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017),
AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C', IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4,3. WIND LOAD DETERMINATION BASED ON ASCE 7-10
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR ILL + WIL
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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3, ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6. DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2-
C-I-P CONCRETE NOT EXPOSED:
1 yv
GROUT FILLED MASONRY:
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4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2.
CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
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) 95 BAR SHALL BE LOCATED PER PLAN.
4,3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION,
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING 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 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" 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 A36136M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'.
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'J'BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION
R318.
4.83.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provid6d.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s
grinkler systems includina all risers and
-9' of the building side wall.
spray hea s shall not be installed wi hin 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 tra S
etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cqncrete overpoT and mortar along the foundation perimeter
must be removed be ore exterior soi treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within T-O" of the structure sidewalls.
11. FBC-R R318.1.6 - An extprior vertical chemical barripr 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 buildin%department
by a licensed pest control company before a certificate of occupancy will e issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE - "C" (FBC-R R301)
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH + 29.7 PS F / -39.6 PS F (E N D) U. N. 0.
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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Ronda Building Code -
Resident al 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
L E N N A OR`
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 3/7/2018
TECH: IMUROSKI
VERSION No' 4mO
SHEET NO.
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STUB -OUT FOR r b 0 -1
GAS METER 01 e -1 0 Lo
C,4
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.
19-4-
(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.
111-01,
(2) 16d TOENAILS
2" X 10" @ 24" 0. C.
'IT-011
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15-4-
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING 1
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ROOF DIAPHRAGM NAILING SCHEDULE
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140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
15/32"CDX
PLYWOOD OR
7/16" OSB
OU r'%IIMU 0F1MI14rX INMILO kW V V.1— L-UUF—O Ct
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:
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
BackerBlock
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000s 1.8/1.7
wood panels
1
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602,0
wood panels
2 x + 5/8" or 3/4" wood panel
.902,0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking--,
1/8" gap
11 �,
—i
FILL CELL--\ STD. 90' HOOK BOND BEAM
LU
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CONT. #5
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CONT. #5 HOOK
BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKINGrrJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min 2" min.
2" ' ) Small gap
"
ma
.
4
max.
/71
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min.
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max.
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING 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 cohimn w/ ln;;d.q
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
code for a ppropriate
details in
1--or--20
One 1 Od box
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVIL or
0
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls -7
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pif max. along bearing wall
Required on interior walls : - for vertical load transfer 10
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or 2
Web Stiffener Fastener Schedule
Joist Bearing ocation
Series Depth End Intermediate -
F—
BCl 5000so-191--7/8"I
1/2"
1 2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
R
BCI 6000s
BCI 6500s 8
9-1/2"
11-7/81,
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60se
11 -7/8"
2-8d
3-8d
14!:�
—2-8d
5-8d
16"
1 2-8d
6-8d
BCI 90se
11-7/8"
1 3-1 6d
3-16d
14"
� 5-16d
5-16d
6-16d
SIMPSC
w/ (22)
NAILS I
5/81
THRU
BOLT
SIMPSC
w/ (22)
NAILS I
RTRUSS
'OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20
Plumbing HETAL20 INSTALLATION
11=�,
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each.
I -Joist can be offset
pl� IF
"
QY,-' Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist
for each lapped joist.
blocking panel *Non -stacking walls
nails quire additional consideration.
-N IN
SECTION T. BRG. WALL re
(U-)
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
(KNOCKOUT EXEMPTS)
(see table below)
D
(see table below)
0— 11
-4
A 1Y2" ROUND 6" 6" -DO NO
tit CUT ANYWHERE IN AC -
HOI F MAY CUT HOLES
CANTILEVER LARGER THAN 1Y2"
THE WEB. PROVIDE AT #ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,,
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
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.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
up to 3
to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
A
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
SLEEVE THRU STEM
- 0 -- A
SEE PLAN FOR
FOUNDATION INFO 4*
STEM FOUNDATION
Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
A1/4"-2" gap—��
--1
Backer Block,_---, -:2z,
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4%2" gap at top of bottom 1/4%2" gap at bottom of top
flange. flange.
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
eb stiffner as
height
E 11 requirements
7
0.6 X Joist
T/ D depth
I -JOISTS BUCKETS
N.T.S.
GRADE
REINF. SEE PLAN
(2) #5 REBAR
'LA/C =HASE 4- �PVC
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 H10A
3
0 (WHEN
SIMPSON H10A
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
U PLI FT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
0151 3
I A
10 1 /2-
X
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'4'
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4' 0"
P
CENETERED @ Pl- E
PENETRATION
A
PVC OR SCH40 SLEEVE
PLUMBING LINE
T,—
A ..4
A
4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
4- 4
-11E 11--i A 4
SEE FND. PLN.
SIZE & REINF.
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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 tructural engineering portions of the drawing pages bearing
Engsineees signature and seal,
LENIVAM
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 3/7/2018
TECH: JMUROSKI
VERSION NO
4mO
SHEET NO.
SN 1
of.
LU
LU
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
(TYP.)
VARIES
INSU
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. WAL
LS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-/
NAILER
STD. 90-HOOK (SEE DETAIL
(1) LAYER TYPE 11 (#30)
UNDERLAYMENT FOR ROOF
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
FOR ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7116" O.S.B. MIN, SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VA
ALUMINUM DRIP
EDGE
LUMINUM FASCIA
%12' N.O. 2x SUB FASCIA
SOFFIT
SHEET
8"x8"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
8" C.M.U. TYPICAL
TYPE "S" MORTAR
------ARCHITECTURAL
FINISH
1 x2 PT WD FURRING @ 2
All O.C.-/
(1) #5 VERT. IN FILL
1/2" GYPSUM WALLBOARD
U.N.O. CELLS(SEE
FOUNDATION PLAN
Cn
CD FOR LOCATIONS)
C:)
1X4 P.T. BASE NAILER
!%1A
E
A
2
. /NO.
,c"r__ 4"X4" INSPECTION
-4 3 1/4" BASEBOARD-----\\ PORT AT EACH
LO I I r_1 III r1i /I FILLED CELL TYPICAL
;z
MIN. 2500 PSI CONIC. SLAB
M
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
(0
TO CUT BLOCK OR POUR
MUNICIPALITY,
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
0-/-NOTE:EXTEND
W1.4XW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
Cj
1
00 z
6 MIL VAPOR
60
C:>
BARRIER 4
C;l
COMP. SOIL.
(COMPACTED TO 95%
=1 I 11:7:
i-T
LO
MODIFIED PROCTOR
i
ASTM D 1557)
3" MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
4" 114"
STD. 90 HOOK (SEE
U.N.O.
DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" V-0i"
�3
00
CD
E
0
1/2"
OPT: DEPRESS SLAB 5
DEEP AND 6" BEYOND
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS---i,
2x#2SPFSTUDS
@ 16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE-,
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
1>
I�Ei I r."
M11-11- I , ,
(1) ROW 2x BLOCKING @ MID
HGT.FORWALL HGT. !� 8'-64'.(2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
9
. ". I:X
AIRIPI =R 1=1 1
8"
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT GG
K`G G
SEE TYP. WALL SECTION
FOR ADDITIONAL SLAB
INFORMATION.
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLT INFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 1 Od NAILS
TYP.
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
SCALE: 3/4"=V-0i"
S3
2x S. P. F, STUDS
�@ 16" O.C.
5/8"OR 1/2" HIGH STRENGTH
(U.N.C.) (OR %" GYP. TYPE "X" @
GARAGE WIA HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
8"16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
(12) 10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
SLAB & BLOCK
5/8" x 10""J" BOLT @ 24" O.C. W/
2"'x3/16" PLATE WASHER (TYR)
(ALT: 1/2"x12" TITEN HD @ 24" O.C.
ELEV. 0'-0" OL OR 5/8"x10'WEDGE ANCHOR @ 24"
211-
A.F.F. O.C.)
CD 3 1/2" M IN.
4 A 1 4 ELEV. 4-3 1/2"
4
4 4
A A.F.F. 0
2x4 CONT�/ <
ILL
2�
4
7VIll
-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR V8" GYP. TYPE "i @
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
10
EACH END (WHEN PARALLEL)
-SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
(10) 10d NAILS WHEN TRUSS ALIGNED WITH
S.P.F. DOUBLE
j
(10) 10d NAILS WHEN TRUSS ALIGNED WITH
STUD BELOW
TOP PLATE
STUD BELOW
.2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
(12) 1 Od NAILS
�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
W/
v
5/8" x 10" "J" BOLT @ 24" O.C. W/
v
1) ROW 2x BLOCKING @ MID HGT. FOR
HGT. < F-6". (2) ROWS 2x BLOCKING @ 3rd PTS
2"1 PLATE WASHER (TYP.)
Y
WALL HGT. < F-13". (2) ROWS 2x BLOCKING
FOR WALL HGT. > 8'-6".
4'
(ALT: 1/2"xl 2" TITEN H D @ 24"
@ 3rd PTS FOR WALL HGT. > F-61",
-INSULATION PER CHART ON FLOOR PLAN
'C HO R
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.)
INSULATION PER CHART ON FLOOR PLAN
I
"SIMILAR AT FOUNDATION ONLY"
ONLY
SIMPSON SP1 w/ (10) 1 Od NAILS
THE
IF NOTED, THIS REFERS TO THE
JAND
SIMPSON SP1 w/ (10) 1 Od NAILS
)N
STEP, SIZE OF FOUNDATION AND
2x P.T. BOTTOM PLATE
L NOT
REINFORCEMENT AND WILL NOT
2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
INCLUDE THE WALL
ATTACHMENTS 211
/2'
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
3 1/2" M IN.
1/2"(min 4"
CD
CN A A
F
00 00 . 1==.
3 1/2"(min..). 3 1/2"(min.).; 4',:,
GARAGE DEPTH VARIES
i71LWTI t 1=1 -1
1 4 .
va=,R! -1
(2) #5 CONT. 0IR - I I -
4" ill 11 81, (2) #5 CONT. 4" _'-4
U.N.O. MIN. U.N.O. MIN.
GARAGE SLAB AT STEP V-) TYPICAL BEARING WALL @ STEP
rB TYPICAL BEARING WALL STEP SHEARWALL
SCALE: 3/4"=V-0"
r
2x STUD
8" C. M. U.
1 "x P T STUD
#5 VERT. IN FILLED CELL
04
LT
5/8"4" "J" BOLTS BO
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
-,,-2x P.T. PLATE
ASSUMED FINISHED
I L
GRADE
00
:>
WrF _�_2
FRAME WALL TO C.M.U. WALL CONNECTION
SCALE: 3/4"=1
SEE TYP. WALL SECTION FOR ADDITIONAL �S3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\
4
4
GRADE
00
I=
iEE,�11 IF- L J�Fl 1 1=1 111 17-11111#1 AIJI=
�-T(1) #5 REBAR W/ OPT.
S
. Fl�l I fil �I I F.=I I I -
Tift QREEN ENCLOSURE
MIN.
ICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1'-0'
'"'li S3
BLOCK WALL BEYOND
BLOCK WALL BEYOND
1
1
EXPANSION JOIN
14"
O.H.D. RECESS IT
13"
O.H.D. RECESS
=l
co
A
/L
C1)
7.
4" 00
--7=
"d 00
4'
I'
IEEI I IHEI
F
77 Hr
FiLLP'
SEE A/S3 OR J/S6 -'-lL1T1_1T1T_1_F UIT
FOR REINF. INFO. 3" MIN. CLEARANCE
1 f4" (i STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
i
`�8" (2 STOq)
GARAGE DOOR SLAB RECESS
SCALE: N.T.S.
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SEE A/S3 OR J/S6 -1 L rTjI 11117
FOR REINF. INFO. MIN. CLEARANCE
L T_1_1L
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N,T.S.
ADDITIONAL INFORMATION.
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" 01C W/ 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
I
lc�
E
"SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0"
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
oos
N-0
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 NOOK DETAIL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
2X FIT PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
WEEP SCREED INSTALLED
BAR
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
GRADE 40 MIN. Fy= 40kSi
>
#3 & #4 LAP SPLICE
[GRADE 60 MIN. Fy-- 60ksil
FINISH GRADE
co 0.
J 25" MIN, LAP [30" MIN. LAP]
14 "9
AA, xl�� �� ��^ �A
6 MIL VAPOR BARRIE I> t", C? A
R 17/8"
#5 REINFORCING BAR
�2 2 #5 LAP SPILICF
[it
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1557)
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1 0"
SLAB INFORMATION.
P.T. 2x 1/2" GYP. BD.
21" HOLD GYP. BD.
1/2" FROM SLAB
01 CONT. BEAD SEAL4
-01, 0
INTERIOR
4 -3 1/2"
I
CONCRETE NAILS W 11/2"
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE
_F
C0 6 MIL VAPOR
BARRIER
14" 14" 1
INTERIOR WALL SLAB STEP NON-BRG.
11
SCALE: 3/4"=V-0
-2X STUDS @ 24" O.C. U.N.O.
GARAGE
`��-1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS I 8"O.C.
LOOR PLAN
ONF
CONT. BEAD SEALANT
6x6W1
.4 x W1.4
co
WWF OR FIBERMESH
11
<
KI
S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/
(10) 1 Od NAILS
2x P.T. PLATE
SPACE ANCHOR
_j BOLTS 6" MAX FROM
END OF 2" x PLATE
ui
0
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11 1 M
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TE
1/2"(min.)- 4"
CC
S3
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. 15 F-T. (2)
WS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > F-13".
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 " O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
= E
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
(2) #5 CONT.-f I
ON " CHAIRS L
3 8.
1'4" 8"
(TYP
)
ITY1 !TITI�vl I
- * = C:)
.
4" -
, " /
101,
.........
#6 REINFORCING BAR
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF
WALL W/ UPLIFT
SCALE: N.T.S.
SCALE: 3/4"=V-0"
VARIES
SEE PLA N
1 1/2" RECESS FOR
6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM W/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX.
CONNECTION INFO
SEE PLAN FOR jk
& LAYOUT DESIGN
TOP OF BEAM '1
SEE ROOF PLAN
OP
A A
(2) HTS20
FOR STRUCTURAL
= 4,
7
BEAM SIZE &
CONNECTION INFO
7
2x4 P.T.
PLATE
2X4 #2 SYP P.T. FRAMING W/
SEE A/S3/J/S6
1 .11
7/16"
MIN 7/16" O.S.B. SHEATHING
I
O.S.B.
U)
z
0
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
I
Uj
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
COLUMN LOCATION
>
6x6 P.T. #2 SYP
SLAB INFORMATION.
Uj
Uj
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SLAB STEP & RECESS S.G D.
rM
SCALE: 3/4"=V-0"
�3
SEE DETAIL 16/D1 FOR
SECURE 2X4 P.T. BTM. PLATE
w/ 1/4"1 TAPCONS AT 8"
COLUMN TO PORCH SILL
O.C.
� MASONRY WALL AND
ATTACHMENTS & 18/D1
PAD FOOTING
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
ATTACHMENTS
EXTEND FILL CELLS
TO FOUNDATION PAD
A
CONT. FOOTING STEEL
MAT REINFORCING.
SIZE VARIES PER PLAN
Cl)
W/ MIN. (2) #5 VERTICALS
00
GRADE
FILLED SOLID (SEE PLAN FOR
I -M-
SIZE AND REINFORCEMENT)
U
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COMMUNITY SPECS
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-
FOOTING -j
BEYOND
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3" MIN. CLEARANCE
..
SEE FOUNDATION
(SEE SCHEDULE)
FOOTING WIDTH
CONIC, PAD INFO.
0
SEE SCHEDULE
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TAPERED COLUMN FRAMING t/CD
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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 an cl seal.
L E IM NAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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DATE 3/7/2018
TECH: JMUROSKI
VERSION N
0' 4mO
SHEET NO.
S3
k
I-
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6/2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
THREADED 3" DIA. EXTENSION -
CONNECTION
SCREW OFF CAP (3" DIA.)
----2x DEAD WOOD @ MID
FOR CLEAN -OUT
POINT w/ (3) 12d
MIN. EXTENSION FROM
DOUBLE 2x TOP
TONEAILS SPACED
EVENLY
EXTERIOR FACE OF BLOCK
"
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 WALL IS 1 1/2
MAXIMUM
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
CL
TO DRAIN
_j
2x BLOCKING @ EACH END W1 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
--(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
TYPICAL WALL SECTION
SEE ELEV.
------SEE
PRE-ENGINEERED WOOD
TRUSSES @ 24" OIC
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2X4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16' O.C. W/
SIMPSON SP2 W/ (12) 1 Od
(3) 1 Od TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
BLOCKING @ MID
IF POINT EVERY OTHER
.,__�2x
STUDW/(3)10dNAIL�
S
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
SIMPSON SP1 W/ (10) 1 Od
EDGES & 8" O/C FIELD
NAILS AT EACH STUD ;2-'
C)
C�
C14 2x P.T. PLATE
r__
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT..
AND FILLED SOLID W/GROUT
�5 1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
BLOCKING (TYP.)
�--ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
C)
3
00
X)
00
0
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
E
KIS4
0
SEAT FOR BLOCK IS POURED,
a
IN PLACE CONCRETE
Cl)
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
Cf)
C)
Z SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S.
� �4
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 " DOOR JAMB WALL IS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
rB MASONRYLAYOUT rD
S4,/) SCALE: N.T.S. � �4
7 5/81, 8" 7 5/8" 8" 7 5/81, 8"
KNOCK -OUT) #5
NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1
FOR CONCRETE PLACEMENT
4
8" STD. 9CPHO
LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0' - WIDE (U.N.O. ON
PLA N)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
---
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 112" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL--�
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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.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE
M-1,
SCALE: N.T.S.
--8x8xl6 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
1BOTTOM'OFM'0i IN ING R�
-1
-'POURED CONCRETE BASE FOR
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
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 SPIS FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
10d NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N
. 0.) �
SOLID AREAS ARE
STEEL AND GROUT
ULL 8x8x1 6 BLOCK
DOOR OPENING --CL
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2x6 P.
J-BOLT
TRACK
BRACKET
rop
33
ARAGE
iOOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK lI( �K
SCALE: N.T.S.
1\ �4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 41
(1)
(2)
(1)
(2)
(1)LSTA30
4' - 9'
(2)
(3)
(2)
1 (2)
1 (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
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"A 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
rT�
INTERIOR HEADER:
�S4)
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W1 (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
1�
""�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE
PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
� �4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
EO
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
4
12
(TYP.)
SEE ELEV.
SIM�SON SP2 w/ (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" OIC
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
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
L
S I M PSON H ETA20 W/ (8) 1 0dx1 1/2"
71
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) W/ MIN. 4" EMBEDMENT
L
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOFTRUSS
UPLIFT CONNECTOR
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL----- H I
W/ STD. 90' HOOK IN K.O. BLOCK
TYPICAL INTERIOR NOW
v
. j
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALLK
SCALE: N.T.S.
� J4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
P.L. 11.8E 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)
0*
HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (2215# SPF)
HDU4-SD32.5 W/ (10) 1/4" x 2 1/2" SDS (3285# SPF)
:HDU5-SDS2.5 W/ (14) 114" x 2 1/2" SDS (4065# SPF)
HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS (5665# SPF)
HDU 11 -SDS2.5 w/ (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
FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED
A.T.R. MIN, 8" EMBEDMENT W/ WASHER &
NUT
FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R.
MIN, 8" EMBEDMENT W1 WASHER & NUT
FOR HDU11 USE 1" DIA. x 12" EPDXIED A,T.R.
MIN. 8" EMBEDMENT W/ WASHER & NUT
HTT HDU TENSION TIE N
SCALE:NTS
�4
SIMPSON SP4
ROOF TRUSS ABOVE
2X TOP PLATE
/_ 2X BLOCKING
�_OVERLAPPING
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
U-1
`�
CL
2xTOP PLATE —/
U)
\� �
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE PA F. NAILS OR
2x P.T. PLATE
FEQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP 2 ROWS 1 Gd @ 3" O.C. (14
LSPLICE
MILS TOTAL) EA. SIDE OF
Jr SPLICE STAGGERED
10d @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ Y816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPL
PLATE LENGTHS MUST BE IC
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
SON
SIMP
SIMPSON SP4 SP2 1
j
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
SIMPSON SIMPSON
SP4 SP2 i
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi SIMPSON
SIMPSON SP4
SP4
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSC
SP4
10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
I I
2X8 P.T. BOTTOM PrTE
1
I I T_ 1
\\-5/8"X10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON C
SP4
"
4 IF-
2X8 P.T. BOTTOM
PLATE
5/8"AO" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
- (2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
1 Od NAILS @ 4
- O.C.
STAGGERED A 10d NAILS @ 6'
STAGGERED
TRANSOM FRAMING
__AA 0 0
BEYOND.
N
-PLYWOOD FASTENED TO TRUSSES
L
WITH 8d COMMON WIRE NAILS @ 4" 1 PLYWOOD
0
O/C BOUNDARIES 6" O/C EDGES SHEATHING
0
& 8" O/C FIELD
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 0'
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X 10" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
t
L ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Enginee s signature and sea.
L E FV IMAR
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS NOTED
DATE 3/7/2018
TECH: IMUROSKI
VERSION N 0' 4nO
SHEET NO.
S4
W!
6. 4,
__ "'4
AND BACKNAIL W1 (2) 16d NAILS
SEE STRUCTURAL NOTES TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x
NAILING SCHEDULE FOR 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES 10d x 112" AT EA.
1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18)
2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER
SHEATHING DETAIL
OUTLOOKER
SP6 FOR 2
6 WALL
USE
1 Od
1 12" AT EA
@ 24" O.C.
7
NAILING SCHEDULE FOR OUTLOOKER
AND NAILING SCHEDULE
TOP CHORDO--��
SHEATHING DETAIL
@ 24" O.C. FOR SHEATHING DETAIL
BLOCKING F
R
In"
zo
d
FIRST FOUR
ROWSOF
45'
24" MAX.
TOP CORD BLOCKING
45*±
2X4 CONT1" BRACE
TOP CORD BLOCKING
TRUSSES @
V1
SIMPSON H 1 OA w/ (18)
FOR FIRST FOUR
FASTENED W1 (2) 10d 3"
FOR FIRST FOUR ROWS
EDGES OF
2x4 CRO S 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
TYPICAL @
RIDGE FASTENED AT
1" BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
2x8 SYP#2 1" BRACE TO
48" O.C.
EACH JOINT W/ (3) 1 Od
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
MAX.
& (2)1 Od TOE NAILS @
/r
AT LEAST 90% OF WEB
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
2x6 P.T. A L SS
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
SILL 1/2" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
11
FROM LEDGER TO
F, 7/16" OSI3 SHEATHING
.
& (2)1 Od TOE NAILS @
BLOCKING
ATTACHEDW/10d
EA. END
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLETRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
1 OdX3" @ 3" O/C
THROUGH CHORD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
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
EDGES AND 12" 0,C. FIELD
2x4 PANEL BLOCKING Ca)
2x4 "T" ON TOP OF PANEL
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FOR THE FIRST (4)
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.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C.
WEEPSCREED
EA. END TYP. TOP &
BOTTOM ATTACHED wl (2
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
S I M PSON H ETA20 w/ (8) 1 Odxl 1/2" NAI LS AT 6-0"'
INSTALLED PER MANUF.
16d TOENAILS
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
L SIMPSON HETA20 w/ (8)
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
1 0dx1 1/2" NAILS AT EA.
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
TRUSS VERTICAL WEB (24"
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL SECTION
O.C. MAX) w/ MIN. 4"
EMBEDMENT IN KO BLOCK
ri
GABLE WEB SECTION
r2
WEB, USE MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
SCALE: N.T.S.
�, �5
TITEN ON OUTSIDE
SIMPSON H1 OA w/ (18)
BACKNAIL W/ 2 16d NAILS
x ,
1
x .
SEE STRUCTURAL NOTES
SP8 FOR 2x8 WALL)
OUTLOOKER
AND NAILING SCHEDUL E
2x4 OUTLOOKER
FOR SHEATHIN
@ 24" O/C
F
2x4 OUTLOOKER @ 24"
24" MAX. O.C. (OPTIONAL - SEE
2 MAX.
x
BLOCKING FOR
ELEVATIONS)
FIRST FOUR ROWS
DOUBLE TOP PLATE
OF TRUSSES @
2x4 CROSS BRACE APPROX. 81,
2"x4" CROSS BRACE
24" MAX.
EDGES OF
APPROX. 8" FROM
FROM RIDGE FASTENED AT
RIDGE FASTENED AT
-"L" BRACE TO EXTEND
EACH JOINT W/ (2) 1 Od & (2) 1 Od
EACH JOINT W/ (2)
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
10d & (2) 10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLETRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
'_.�_1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAIL -\
ATTACHED w/ 10d NAILS
W/ 1 Od NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
P
I
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
k
(2) 16d NAILS
BOTTOM ATTACHED
48"A
\
2x BLOCKING
W/ (2) 16d TOENAILS
2x4 "T" ON TOP OF PANEL
1 pq
BLOCKING, FASTEN WITH
M
Ar 2x4 "T" ON TOP OF PANEL
1
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2"
1 Odx3" @ 4" O/C
BLOCKING, FASTEN WITH
SDS SCREWS TO TRUSS & (4) 1/4"x3"
)
1 Odx3" @ 4" O/C
SDS SCREWS TO PLATES AT 36" O.C.
SIMPSON SP2 wl (12) 1 Od
I C BOTTOM
NAILS AT EACH STUD
x
(
DBL. TOP PLATE
CHORD SLOPE OF ADJACENT
STUD WALL (SEE TYP. SEC.)
TRUSS)
SECTION SECTION
(S::�
SCALE: N.T.S. SCALE! N.T.S.
�, �5 S5
( )
10d x 1 12" AT EA. 2x4 OUTLOOKER
-REFER TO DETAIL J
SEE STRUCTURAL
OUTLOOKER 24" O/C
r@
ON SHEET S5 FOR
x
NOTES AND NAILING
TOPCORD
X-BRACING, AND TOP
SCHEDULE FOR
x
x
BLOCKING FOR
CHORD BLOCKING
INFORMATION
c.0
00
00
SHEATHING DETAIL
FIRST FOUR ROWS
OF TRUSSES @
ill
2
2"x4" CROSS BRACE
24" MAX,
EDGES OF
-WOODTRUSSES
oo
oo
I
APPROX. 8" FROM
SHEATHING TYP.
RIDGE FASTENED AT
L" BRACE TO EXTEND
-2x4 RAT RUN BRACING
12"
112"'
EACH JOINT W1 (2)
�_A'T LEAST 90% OF WEB
AT 24" O.C. ON TOP OF
10d & (2) 10d TOE
LENGTH (SEE TABLE)
BOTT. CHORD FOR 4
NAILS @ EA. END
TRUSS
TRUSS SPANS
ATTACHED W/ 2 -16d
2x4 PANEL BLOCKING
/-GABLE
1/2" 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/ 10d NAILS @ 6" O.C.
2x4 BLOCKING @ 24"
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
ES AND 12" O.C. FIELD
O/C w/ (2) 16d
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
END TYP. TOP &
//--JACK TRUSS
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 TOE NAILS
ONNECTION
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 ANEL-J
2x4 "T" ON TOP OF P
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN 9X4 BLOCKING W/
4� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS
�0 EXT. WALL CONN. @
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
T_
NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION r9
ADDITIONAL INFORMATION.
c"
C>
DO
LO
SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"x2 3/4"
TITEN TO CMU
�0_
MINIMUM 2x
3
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(2) 16d PER
JOINT
LO
I
'C"01 CROSS BRACING DETAIL rj__�
SCALE: N.T.S.
2"X4" OUTILOOKER @ 24"
O.C. W/ (2) 1 Od PER JOINT
1 Odx3" O/C 2"X��
TOENA 6" O/C
RUNNE
W/ (2) 1 TYPICAL
NAILS
IL
6dj
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
-an
GABLE TRUSS
iE
"L" BRACE W/ 10d @ 4" O.C.
I I
tR (SEE SCHEDULE FOR SIZE
12
AND LOCATION)
6.9 MAX.
co 5
E 0
I F1 I
MC0
S5
I A -11. F 11h, ji- 11 1� 11 -11. 1
CONT. BEARING
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SCALE: N.T.S.
�5
'--MINIMUM (2)16d PERJOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S
6" OVERLAP
M
S5
"L' BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
WOOD TRUSSES
8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
1
I v
z
.1 \\-BRACING w/ (3) 10d x3" AT
EACH CONN. @ 24" O/C
SIMPSON HGAM1 OKTA w/ (4)
-MOISTURE BARRIER
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM
TITEN TO CMU
MASONRY WALL
2x4 BLOCKING 2x4'7"BLOCKING
@ 48" O.C. 16d NAIL
111�
"L" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
Al
DOUBLE 1" BRACING DET Lr5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W1 1 Od NAILS @ 4" 0.
W
L
TYPICAL
GABLE TRUSS WEB
SINGLE 1" BRACING DETAI
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
I GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE(;)
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
LU
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ARCHITECTURAL FINISH NOTE:
'
EXT. WALL CONN. NON LOAD
BEARING LOCATIO (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. 0.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0-0" - T-O"
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2 x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
11)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 HGA1 OKT W/ (4) 1/4"X1 1/2" SIDS
GABLE END BRACING DETAIL SCALE: 3/4"=1'-Y'
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
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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
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
AS PER BCSI 1-13
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
in.
F
/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 belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Horde Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineedng portions of the drawing pages bearing
Engineers signature and seal.
L E F+#J F*+J A R
4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
www.LennarTampa.com
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SCALE AS NOTED
DATE 3/7/2018
TECH: IMUROSKI
VERSION NO.
400
SHEET NO.
S5
U
E
1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 F1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL
'y "z L F_
UNACCEPTABLE INSTALLTION
MAX. 8"
DOOR JAMB (REFER TO SHT. SDW2-K1
P.T. TO SHT. SDW2-K1
TO SHT. SDW2-K1 P-T
PROPER INSTALLATION DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" 0 C
FOR CONN. DETAILS FOR CONN. DETAILS
X 4
FOR CONN. DETAILS X 4
EE �1
*4111 #5 REBAR (TYP,)
L1___
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d 4"
1 X 4 FURRING
3-1/4" LONG X 3/16"0 FURRING 3116"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
#5 REBAR 141% *40
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
@
O.C., 2 ROWS STAGGERED
TAPCONS TAPCONS STAGGERED 2X8
TAPCON. INTO 2X8
STAGGERED @ 16" .rED
(TYP,)
00
1X8 P.T. STAGGERED @ 16" O.C. 1X8
BLOCK@ SPACING O.C. 2-ROWS INTO 2-ROWS INTO
1" DETAIL
eD.
2x BAND JOIST W/ FACE NAIL 10d
PER MANUFACTURE MASONRYTHROUGH
1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL
90' HOOK (TYP.)
STD. 90^ 4%#
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID HOOK (TYP.)
BOTH CELLS
FACE NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
'
METAL SEAT PLATE
co
TAPCON @ 16"
TA P N 1
0 -c 4-FR 3/16" x 3 1/2" DRYWALL
O.C. & 4" FROM 1X4 P.T. -1/2" DOOR JAMB (REFER ix 4
I A
C� CE71
NOTE:
LAP SHEATHING TO
EACH END W/ MIN.
cH END w 1 FOR
DOOR JAMB (REFER E� DOOR JAMB (REFER TAPCON TO SHT SDW`2-K1 FOR F
4,%�
BOTTOM OF BAND
EDGE DI s- S
TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL
JOIST TYPICAL
FOR CONN. DETAILS, FOR CONN. DETAILS 10d @ 12" O.0 1X4
2 0 C
FURRING
_j 3X3"
3/16'.0 X
2X8 P.T. WITH 3/16%
No Tc*��
L±2 -L FIRST COURSE
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
4S
LONG TAPCONS
2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" 0 C� 2X8
MI�L�
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL
NOTCH WEB AT THE
FIRST 2 COURSES
B OVER SIZE DOOR —WINDOW ROUGH OPENIN
BUILDOUT GSKCC
LED CELL PER
PLAN
�H
FOUNDATION
FILLED CELL INSTALLATION l(
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
�,
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
�s
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
UPLIFT CAPACITY = 805 # FOR 1 STRAP
W/ 1/4" x 3 1/4"TAPCON (1 1/4" MIN. A -A
= 1610 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID W/GROUT
r 8"
1 PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
1/2" DRYWALL
t
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
8d NAILS AT 8" O.C. AT BUCK
4 SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #)
2 x 8 45' DIAGONAL (4) 10d NAILS INTO —LEAVE A CUT OUT IN O.S.B. ON THE
I NTO
BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
B 7K
L G
7/16" OSB TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
FOR OVERHANGS BETWEEN OVER 11/2"
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA.
C LL ��'S
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. 4.
4
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 10d NAILS
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END
RETROFIT TRUSS DETAIL
OVER HANG-L
CONNECT W/ 8d NAILS BRACE/ BLKG.
\\_2
\—PROVIDE
N.T.S.
INSTALL WDW. SCREW ANCHOR'M x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL (NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
INSTALLATION DETAILS A
2 X 4 #2 SYP SCAB TO SIDE OF
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
2XIS SYP #2 CONT. (MATCH TRUSS DEPTH
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED) W1 (3) #6 X 4W' WOOD
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REG-D.
OFARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
(2) 10d NAILS @ 8" O.C.
RAD.
ARCH DETAIL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
TO TRUSS TOP CHORD
MIN. 4" EMBEDMENT AT 16" O.C.
+
11-011 51-0"
SCALE: N.T.S.
12
+ + PLYWOOD SHEATHING
JACK TRUSS PROVIDED BY SE
+
TRUSS COMPANY OR PLAK
2x6 #2 SYP @ 24- O.C.
+ +
+ +
+ + BLOCKING AS
00�fINISH FLOQ�
b
2 x 8 BUCK - CONNECT TO BLOCK SECTION
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
--- -----
/4" MAX EMBEDMENT INTO�.)
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS +
A BAR
BLOCK HEADER
2'-0" 8"
SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS SIMPSON
+ + SOFFIT
+
CENTERED W/
1190, Ff t) IN TOP
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
2X4 SYP
EACH TRUSS
CD
KNOCKOUT/ C-"4
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 8 DIAG. BRACE BTW`N\
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONNECTOR
MONO FOOTING 4. t. A
x
CONT. W/ (3)
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY--/
SCHED.
LEAVE A CUT OUT INO.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL
2 x 8 VERT. BRACE(S)
I�B 11 ATinm
.�IO
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
ENTER SOFTIT
DIRT
TO BE INSTALLED
01F
BUILT UP PLWD. BUCK -
4'-0" MAX SEE PLAN -7
PRECAST LINTEL
A STA NDARD CD
99 HOOK
SCRIBE (NOTCH) BACKSID—_'�1
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BAR IN
TO FIT ARCH CONNECT W
IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD
FOR OVER HANG
FILLED CELL L b., v b" "I
8d NAILS
'�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY
(MAX. 4'-0")
v L 1. N I" It 1P
INSTALL WDW, SCREW,�
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
F
4'MAX. RAD.
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
V -
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
-
O.C.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS
ARCH DETAIL rK
13-13
SECTION @ ENTRY
SECTION @ ROOF EXTENSION
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
� �s
SCALE: 3/4" V-0"
1\1 �s
SCALE: 3/4" V-0"
SECTION DETAILS
SCALE: 3/4" = V-0"
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION,
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
DRILL 3/4"ff' MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
EPDXY CAP TO PREVENT LEAKAGE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
MORE INFO
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
SIMPSON HTT4 w/ (18) 10d x 1
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
"SQUEEZED"
W W M AT PERIMETER
1/2" NAILS TO STUD S & (1) -
COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2
HERE THIS CONDITION
(1) #5 BARS CONT. W,
5/8" DIA. ALL THREAD ROD
#5x6'EMBEDDED INTO EXISTING BOND BEAM
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
OCCURS
TOP WITH MIN. 3"
EPDXIED w/ SIMPSON "SET"
cl:
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
COVER 6'-0"
EPDXY MIN. 6" EMBEDMENT &
0
U)
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
/—F.F.
3" MIN. EDGE DISTANCE
<
M
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
u- Uj
NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
LU
REINFORCING AS FOLLOWS:
I ulp
.. ......... SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
IF;
#5x6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
z
EXISTING FOOTING CONC.
(2) #5x6' IN
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<
FILLED CELL
SMOOTH. DO NO FURROW.
04
DRILL 314"x5" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP
q>
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
7
REMAIN FREE OF MORTAR. NOTE:
cl)
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
04
—
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. .11�_
GLASS BLOCK DETAIL
\\--(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. oo, COVER EA. WAY
S
rA ECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT
FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4"= V-0"
SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
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To the best of the Engineers knowledge, information and beiief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
ResidentJal 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
L E F*#J NA R
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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DATE 3/7/2018
TECH: JIVIUROSKI
VERSION No' 4mO
SHEET NO.
SS
CROSS BRACING DETAIL (TYP.)r
SCALE:NTS
TRUSS NOTES:
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014
CONV. FRAMED RIDGE
MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS
MAX & EACH END ALTERNATE
DIRECTION TYP.
C14
LO
00
LO
00
E
0
LZ
----/--WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
J SHEAR TRANSFER
C1`1
EXTERIOR. WALL r7
r*0
21 SCALE:NTS
CB
DB-
VVI e-- I vu �w L_r-%�_f f I v V L—U
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE wl (3) 12d NAILS
WHEN REQUIRED W/ (2)
SIMPSON HTS20 W/ (24) 1 Od x
1 1/2" NAILS EACH
TB
7 PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 8'-0"
MAX
WOOD
TRUSS
ROOF
SEE SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
,E
N SHI
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP,
TRUSS
�7,A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
JACK
HIP
MAX 24" SPAN (EITHER rCRUSSES
SIDE OR BOTH IF REQ'D) G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
(2) 2x8 #2 SYP w
O.S.B. FLITCH PI
TOP @TRUSSE
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 1 Od
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) S I M PSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Old
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL
r4
SCALE:NTS
SIMPSON LSTA18
VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS L.SEE PLAN I.
SIMPSON HUC41 0 w/ (14)
FOR CANTI
16d INTO HEADER & (6) —
#2 SPF 48" O.C. W/ (4) CENTERED AT
1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE
OR SIMPSON H2.5A W/ BEAMS TOGETHER
I ROOF PLAN FOR MORE
(10) 8d NAILS INFO
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W/ (10) 8d NAILS
AT 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
2X4 CONT. AT CONC.MASONRY
STEEL OR WOOD
T & B CHORD BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
SCALE:NTS
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
OL VARIES
x
2X4 #2 SPF BRACING @
16" O.C. W1 (4) 12d
y L
TOENAILS TO TOP
PLATE & (2) 12d END
NAILS TO TRUSS
BOTTOM CHORD
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
COMMON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
MIN. 2X4 #2 SPF STUDS @
If
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR
PLATE BELOW
TOP OF WALL
M IN. 2X4 #2 SYP P. T. PLATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE
@ 3" FROM EACH END &
PLAN FOR MORE
16" O.C. MAX.
INFO.
SECTION
@ ENTR Y
SCALE:NTS
SEE FLOOR PLAN
FOR COLUMN SIZI
& ADDITIONAL INF(
SEE FLOOR P�AN FSOR
a BA I
COLUMN SIZE . E 7/16" OSS FLITCH PLATE
CONNECTION INFO REQ'D ONLY WHEN
INDICATED ON BM.
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULEIPLAN
REQ'D ONLY WHEN COLUMN SIZE& BASE
INDICATED ON BM. CONNECTION INFO
OPTION A SCHEDULE/PLAN OPTION B OPTION C
COMMON BM. TO POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS18 W/ (14)
1 Od NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A r__� A
SEE PLAN FOR
0
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
5"
COMMON BM. ATTACHMENT
SCALE:NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 10d NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 1 Od NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION
K "2 2�
SCALE: NTS
SCALE: 3/4"=V-0"
SEE VS5 FOR
ADDITIONAL
OUTLOOKER
INFO.
ju:
GABLE
TRUSS
i I) A,
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
4., . H ETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL A 4'-0" O.C. TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_-�
SCALE:NTS
EXTERIOR
ATTACHED'
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
I
----SEE DETAIL 4/D1
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL �0` E
NTRY FRONT WALL
SCALE:NTS
2x4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROOF AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
w/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" O.C.
SIMPSON LUS26 W/ (8) 1 Od NAILS
OR IF 2 PLY TRUSS SIMPSON
Z
LUS26-2 W/ (8) 16d NAILS TO
SEE FLOOR FRAMING PLAN
LEDGER
AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X1 0 #2 SYP CONT. LEDGER W/ (3)
LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
(IF PARALLEL SEE 2/D2 FOR
LAG SCREWS INTO END OF EACH
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
EACH SIDE OF G.T. INSTALL (4) LAG
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
SECTION AT LOW
ROOF
SCALE:NTS
LOW ROOFMAL
----<
L
SHEATHING ATTACHED\
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 W/ (14) 10d X
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
LOW ROOF TRUSS W/--�
Z- (2) 2XIS BLOCKING UNDER� FLOOR G.T.
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR
16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @
BUMP 0 U T r3 9
SCALE:NTS
DETAILS & SECTIONS
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages beading
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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DATE 3/7/2018
TECH: JMUROSKI
VERSION No' 4mO
SHEET NO.
D1
Cq
!�2
LO
DO
01
(D
E
KAM
WEATHER
RESISITIVE
BARRIER
TAPE
(ASSEMBLED WNDOW)
HEAD FLASHING TIE-IN INSTRUXTIONS
1. Cut, fold up & temporarily secure weal
THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing
installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
3. Fold weather resistive barrier back over head
BE USED.
flashing and sea] with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
WEA
HER
/E BARRIER &
tARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
OVER RIM JOISTAND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIr
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
RIM JOIST
EXTERIOR SHEATHING
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR.
INSTALL SELF -ADHERED
�F
ADHESIVE TO BE APPLIED UNDER
FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN
FLASHING, SEE
UP JAMB 6". USE LIQUID NAIL BRAND
FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING
(SEE DETAIL WMl)
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE -
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
E
AM
0
rej
0 0
�k
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
8
SELF -ADHERED FLASHING
PATCH
1HERED FLASHING
2
4
5
1
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0. 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
V,
r--L �
Q
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
THROUGH SELF -ADHERED ASPHALT ADHESIVE
FLASHING SELF -ADHERED FLASHING
SCORED
RELEASE PA
PER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
4
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
DECK JOIST KEVIN OUTSIDE CORNER FOUNDATION WEEP SCREED
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
-in gutters.
7. At built
R703.6.2.1 Weep Screeds
A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBIC R703.2.1
Detail Instructions
Refer to the number marke
d as G in each detail that corresponds to the numbered items in the list of
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs,
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
NOT USED NOT USED NOT USED I two e SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
cut and caulked all
need to be miter
butt joints need to
becaulked using
Stampede or Sim.
caulk for all
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 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.
LENNAM
4600 W. Cypress St, Suite 2001 Tampa, FL 33607
www.LennarTampa.com
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HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 0
MW E= (3)
HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 0 0- C -0 3�:
March 20, 2018 HD2163 FL17232.3 ESR-3445 HU216�3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 0 UL
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HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 A required by Florida Statute 5 3.842 and on a Administrativ ode 9&72, please provide the information and approval num ers on a building components listed below if they will be utilized on t a ICU 0 Co 0 >
Re: Wood Congtruction Connector Compliance for 2015 International Codes & 2017 Florida Codes HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 conrstruction 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
products. E 2
HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 U)
To Whom It May Concern: HD412 FL17232A ESR-3445 HU412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 10-
SecItion =3.5 of the 2015, International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 -
joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads ofJoist Hangers. Previous versions of 1. EXTERIOR DOORS
the IBC and FBC required testing to comply vvith ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf
methods determine a connector's allowable load as the lowest of the followng: HGA10 FL1 7699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf
1 . Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FLI 1470.4 SIM200803
2. Average load at 1/8-inch deflection r-Classic and Smooth -Star (NON-IM PACT) -67.0/-67.0 psf
3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firbe FL20461.9
rt as of the tested materials, such as steel SIM200802
The primary changes in ASTM D7147 are requirements to measure prope I HTA16 FL17680.4 Evaluation Report HETA16 FLI 1473.5 The I rmaTru Firber-Classic and Smooth -Star (NON-IMPAC-0 FL20461.14 +67.0/-67.0 psf
strength, fastener strength. and vvood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL`15225.1 +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 FL15225.5 67.0/-67.0 psf
ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in +67.0/-67.0 psf
October 20.16 to incorporate a methodology to evaluate products to the 2015 1 -Codes, Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1
on re-evaluating vvood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FLIG456.22 ESR-2613
the 2015 I -Codes. As soon as the updated evaluation reports are completed, vve will apply for Florida Product
Approvals. HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Wndows and Doors Series 420 F1.15332.1 - F1_15332.5 +40,01-40.0 lest
Ho"ver, reevaluating a large number of products vvill take time. While manufacturers work Wth product certification HTVV24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10
agencies to update their wood 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 WndCode Doors W5 (8X7) FL15279.37 +30.0/-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 WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf
The information in this letter is valid until 6/3012018 when it Wil be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL1 1473. 11 SIM200802 Clopay Building Products Residential WindCocle Doors W6 (8X7) FL15279,85 +38.0/-4ZO psf
www.stronQtte.com 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 WmdCode Doors Vkro (16X7) FL15279.102 +37.0/-41.0 psf
Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 0, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht)
SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549
Z
HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS
16P4 HUS26 FL17232.5 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf Z
Keith Cullum, P.E., LEED AP dv4BDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549
Engineer, Southeast U.S. Branch PGT Series 5500 FL239.7
HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 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 psf
JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549
JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 PGT Series 5520 FL243.9
D. MULLION MI VAndows and Doors Series 5764 FL15353.2 N/A
JUS24 FL17232.10 ESR-3445 LUS24 FL10555.109 ESR-2549
PGT Senes5500 FL251.1 N/A
JUS26 FL17232.11 ESR�3445 LUS26 FL10655.111 ESR-2549
E. OTHER
JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549
JUS28 FL117232.11 ESR-3445 LUS28 FL10655A13 ESR-2549
Page I of 1 JUS46 FL17232.11 ESR-3445 LUS46 FL1 0655.118 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 N/A
KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING
Simpson Strong -Tie Company In, 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0320 Fax 972.542.4139 www,otmno�e.com KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside -Solid and Vented Soffit FL15272.1 - FL15272.2 70.0/-70.0 psf
LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER
LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105
LSTA18 FL17244.18 ESR-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 NIA
LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERILAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A
LSTA36 FL117244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED
LTS19 FL17219,2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A
LTS20B FL17219.2 ER-02DO LTT20B FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A
LTT131 FL1 7219.2 ER-0200 LTT131 FL1 1496.3 ER-130 Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A
LTW12 FL17244-8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A
LUGT2 FL1 7240.2 ESR-3447 LGT2 FL114701 SIM200803 Bonal Tile Saxony 900 FL7849.16 - FL7849.20 N/A
MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16' wide roof panel FL1 1651.2 R3 N/A
M P34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606
MP4F FL117244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS
MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FLIS076.1 - FL15076.2 N/A
MPH3516 FL17240.3 ESR-3447 M1415 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A
MSTA12 FL17244.18 ESR-3465 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL
MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105
COMPONENTS
MSTA18 FL17244.18 ESR-3455 MSTA18 FL1085Z9 ESR-2105
A. WOOD CONNECTORS/ USP Structural Conn. see chart
MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105
B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A
MSTC40 FL17244.26 ESR-3455 MSTC40 FLIG852.11 ESR-2105
MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A
MSTC52 FL17244,26 ESR-3455 MSTC52 FL10852.11 ESR-2105
MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FU3527.5 N/A
Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A
MTW16 FL17244.8 ESR-3455 MTS16 L10456.34 ESR-2613 0. MATERIAL
Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A
MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613
MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613
MUGT15 FL17240.5 ESR-3447 MGT FL1 1470.9 SIM200803
NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL139(A.6 ESR-2616
NFIvI35X16U 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 informabon must be available to the inspector on the
PAU66 FL17239.13 ESR-3449 GLTV3.5116 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 FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection.
PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105
RFUS FL6223.5 Evaluation Report Hill FL10456.5 ESR-2613
RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613
RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E
RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613
RT16A FL172362 ESR-3448 H3 F1_10456A3 ESR-2613
RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613
RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE
RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613
R77 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613
RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200803 >
RT8A FL17236.3 ESR-3448 Spi FL10456.41 ESR-2613 0
SPT22 FL17244.30 ESR-3455 SP2 FL10458.42 ESR-2613
SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 >
SPT4 FL17244.32 ESR-3455 Spe FL1 0456.44 ESR-2613
SPT6 FL17244.32 ESR-3455 SPS FL10456.45 ESR-2613 C) <
SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613
SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SPTH6 FL1 7244.32 ESR-3455 SPHS FL10456.48 ESR-2613
SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 _0
0
SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 L_
THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 Dess.
THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804
THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804
THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 U)
THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 CIO
THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 00
UGTS3F FL2033.1 Evaluation Report MSTCM40 FLI 1473.19 SIM200802 <
UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 0-
LGT3-SDS2.5 FL11470.7 SIM200803 -0
LGUM262 FLI 1473.12 SIM200802
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Building Codes and Standards Pop 1
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Florida Departirrent of Business & Professional Regulation
Building Codes and Standards Pop I
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Product Approval Application Detail
Florida Department of Business & Professional Regulation
Building Cod" and Standards Pop 1
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Product Approval Application Detail
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Building Codes and Standards
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Revision 201? Thernw-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King. P.E. IV130017 12(13/2017 12F2112017 Pending FBC Approve
Cub"; Exterior Doors (419) 29&1740 PE-43409 (813)7674656
bulliCalegory: Swinging Exterior Dow Assarnblin dolustillnotidg—subroo.
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Revision 2017 Thimns-Tint Corporation Rick Wright Lyndon F. Schmkit RE. Ryan J. #ft. P.E. 10111512017 0711212017 IWIS12017 12M2=17 Approved
Category: Exterior Doom (419) 296-1740 PE-43409 (813)7674W5
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Compliamox, -1 1 1 Evaluation Report from a WM
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Callopory: Exterior Dom (419)298-1740 PF-43409 (813) 767-SM
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Category. EXWW Doom (419) 2941-1740 PE-43400 (813) 767-OM
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Building Codes and Standards iffiniola
Florida Depaltintent of Business & Professional Regulation pegaial
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Product Approval Application Detail
Product Approval Application Detail
Florida Departnient of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I &I
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Florida Depedirrient of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Thimma-Tru Corporation
Category: Exterior Dome
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Rick Wright National Accreditation & Ryan J. KWQ, P.E.
(419)2WI740 Management Inodule (813)767-M5
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Therma-Tru Corporation
Category: Exterior Doort,
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(7M 305-330() PE-MiAl (IM 3174454
COMUNY. E'dollor Doom
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Florida Deparbrient of Business & Professional Regulation poploll
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pop I or 1
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page I of I
Building Codes and Standards
11541018
Building Codes and Standards
Building Codes and Standards
11541018
Building Codes and Standards
I=ia
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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N Widows and Doom
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Building Codes and Standards
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Building Codes and Standards
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Florida Deparbrient of Business & Professional Regulation
Building Codes and Standards
pap I Oil
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Florida Department of Business & Professional Regulation
Building Codes and Standards
page I of I
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
FLIMSM4U
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Florida Department of Business & Professional Regulation
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Product Approval Application Detail
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Product Approval Application Detail
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