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ALL WORK SHALL COMPLY WITH PREVAILING
FLORIDA BUILDING CODE
NATiONAL EL.EC-'RIC° CODE °
AND THE CITY OF L�pljYRNILLS
ORDINANCES
PREVIEW DATE AUG _. 020
PLAN EXAMINER
ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or Flr,
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Flr Sys
Floor System
RAD or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A. F.F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU orA.H.U.
Air Handler Unit
FIR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Alternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Footl Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BILK.
Block
GALV or Galy.
Galvanized
RND or Rnd.
Round
BLW or BLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
IRS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SO or SD.
Smoke Detector
BP or B.P.
Bypass (door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECS or SPECS.
Specifications
CLG or CIg.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KNVALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay.
Lavatory
TEMP or Temp.
Tempered
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O.B.
Top of Block
DB
Door Bell
LT
laundry Tub
TOM or T.O.M.
Top of Masonry
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WDW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
UC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
UNO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MW or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V.L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
W or w
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W/ or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or W/C or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WD or Wd
Wood
EXP or Exp.
Expansion
PL or P.L.
Parallam
WDW HDR or WDW. HDR,
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Plt. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WP
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Flr. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
08-20-15 1.0 NEW BASE PLAN
12-8-15 2.0 FRAME —WALK REVISIONS
12-27-17 3.0 2017 FBC UPDATES
05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO
ORIGINAL DESIGN
08-27-19 3.2 ENG. REVIEW FOR 150—C MPH
09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA
1551
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 MONO
7
ROOF FRAMING PLAN
8 LINTEL PLAN AND DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3M MONO DETAILS
S4 DETAILS
S5
DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCT APPROVAL NUMBERS
PA1.1
PRODUCT APPROVAL NUMBERS
PA1.2
PRODUCT APPROVAL NUMBERS
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site:
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and FOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and FOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
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the structural plans and specifications contained within these
drawings comply with the 2017
Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
SHWR. SHWR. DOUBLE
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12" FOR PANTRY CABINETS
OVERHANGS THAT
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Residential 6th Edition. Engineer's signature and seal is only for
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12
5�
3 TAB SHINGLES. ROOF
INSTALLED AS PER
MANUF. SPECIFICATIONS
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FRONT ELEVATION - 61
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SCALE: 1 /4"=V-0"
18' RIDGE VENT
LEFT ELEVATION - B1
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3 TAB SHINGLES. ROOF
INSTALLED AS PER
MANUF. SPECIFICATIONS
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General Notes
ROOF CRITERIA:
• 12" OVERHANG U.N.O.
• PLUMB CUT FASCIA ROOF
• PITCH PER ELEVATION
.G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES'"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of 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.
R703A 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 FOLLOtMNG VALUES, SEE ROOF PLAN**
(Values to be verged with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
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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.
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3 TAB SHINGLES. ROOF
INSTALLED AS PER MANUF.
SPECIFICATIONS E
3 TAB SHINGLES. ROOF
INSTALLED AS PER MANUF.
SPECIFICATIONS
---------------------
TEXTURED
CEMENTITIOUS
FINISH ON C.M.U.
(TYP.)
1B' RIDGE VENT
12
5L,,--'
16-7"
OFFRIDGE VENT _4' OFFRIDGE
--------------
EXTENDED
OVERHANG TO
BE CENTERED
ON DOOR
12
5�
12
�5
_� 6'-0" - - — - — -
--------------
REAR ELEVATION - B1
4' RIDGE VENT
12
�5
SCALE: 1 /4"= V-0"
T.O.M.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------„----------
TEXTURED 2'4"
CEMENTITIOUS TEXTURED
FINISH ON C.M.U. CEMENTITIOUS
(TYP.) FINISH ON C.M.U.
---------- T.O.M.
��------ HDR
F.FL.
RIGHT ELEVATION - 131
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 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 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 FOLLONANG 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.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
45
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To the best of the Engineer's knowledge, information and belief,
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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.
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NOTE:
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To the best of the Engineer's knowledge, information and belief,
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NO:
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SCALE :
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SHEET NO.
F1
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
200A INDOOR PANEL
NEMA 1
200 AMP
#14 copper to lights & outlets
#12 copper to 20 amp ckts
#10-2 copperto WH
#10-3 copper to Dryer
2/0 or 4/0 SER Alu
200 amp
150 amp
Disconnect
POWER CO. FEED
INTERSYSTEM
4 Bare Cu Ground
BONDING
o #4 GROUNDING WIRE
TERMINATION PER
�1 WITH CODE APPROVED
NEC 14, 250.94
---/// CLAMP PER 250.50 AND
250.52 OF THE 2014 NEC.
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general). In a Flood Zone, all electrical equipment to be at or above DFE.
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 44" 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.
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 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' of the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the
requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing
of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and
18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
PEF
DUPLEX OUTLET ABOVE COUNTER
� WP
WEATHERPROOF DUPLEX OUTLET
1GFI
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
�4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
LED
LED CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
ORECESSED
LIGHT FIXTURE
+PC
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
O EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
R D ELECTRIC DOOR OPERATOR (OPTIONAL)
VtKlt-Y Mt I LK
CH CHIMES (OPTIONAL) LOCATION WITH
BUILDER
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SD SMOKE DETECTOR
C0 CARBON MONOXIDE DETECTOR
CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB TELEPHONE/USB (OPTIONAL)
N TELEVISION (OPTIONAL)
2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
!� THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
i
DISCONNECT SWITCH
�44/�
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
G r J
OPT. CEILING FAN
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(1) PHONE LINE, (1) DATA PORT
ELECTRICAL PLAN - ELEV-B1
SCALE: %4'=1'-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2017 Florida Building Code -
Residential 6th Edition, Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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JOB
NO:
20-3576
SCALE :
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SHEET NO.
4
ATTIC VENTILATION CALCULATIONS - 131 (TRB
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft)
Total
Ventilation
ATTIC
Provided
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SO. IN. of
by Upper
SQ. IN. of
of vented
IN. of
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SQ. IN. of
SQ. IN. of
Ventilators
ventilation
ventilation
vented
be provided
Ventilation
Ventilation
(See Elev)
required needed
needed
required
soffit
by upper
needed
ventilators
Main
22.00000
2.000000
Floor
2000
1920
274
960
69
480
0
606.0
330.0
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 - ELEV-B1
SCALE: %4'=1 r-0"
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.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
o`�O�N
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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.
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BELOW FIN. FLR.
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FOUNDATION PLAN MONO — ELEV—B1
SCALE: )/4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
WWF PLACED IN —1/8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB THICKNESS WHERE
OR FIBERMESH SHOWN ON
REINF. SEE PLAN.— FOUNDATION PLAN
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SCALE: 3/4" = V-0"
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REINF. SEE FND. FOR
QUANTITY
#5 X 25" X 25" CORNER
BAR ONE FOR EA.
-A
HORIZ. REBAR, TYP.
U. N.O.
"Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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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.
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USP MANUFACTURING, INC.
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CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 112"
G
H10A
1040
1015
18 -10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2% 8-10d
H
HTT4
3610
3105
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HTT4
4215
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J
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4350
3740
5/8" ANCH. / (26) 10dx1-1/2"
HTT5
5795
5/8" ANCH. /(26)10d x1-1/2
K
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1 3130
3050
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TDX2-TZ
3295
---
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4505
3785
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TDX6
5350
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M
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6645
5650
7/8" ANCH. 3/4" STUD BOLTS
TDX10
10140
-
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1060 **
1005/915 **
8 - 10d x 3"
JUS26
1000/1080**
—
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P
HUS26
1320/3235 **
1335/2820 **
20 - 16d x 3 1/2"
HUS26
2035/3400
—
(20)16d x 3-1/2"
Q
HUS28
1760/4095 **
1720/3125 **
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -16d x 3-1/2"
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MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
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MTS16
990
860
14 - 10d x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
990
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14 - 10d x 1 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
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EMBED w/ SIMPSON "SET"
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4175
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EMBED w/ USP CIA-7000C
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1750
(16)16d SINKERS & (7)
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1 /4" x 3" WEDGE BOLTS
"X"
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1 1310
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1285
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535
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735
8 - 10d
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605
12-10d
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1 590
1 555
1 12-10d x 1 1/2"
1 HHCP2
1 680
570
1 (20)10d x 1-1/2"
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19
'
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
1
S5 DROP HIP DETAIL
TYP. BM
TO CO.
CORNER
1116" OSB
A. @ 6'-8"
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
t
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
(A)
OR 2 PLY
IARRIER
Y RR� N N to
x CONT LEDGER 'A)
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
SEE SHEET D-1 FOR
ROOF FRAMING
DETAILS
FRAMING PLAN - ELEV-131
SCALE: %4"=V-0"
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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.
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SHEET NO.
7
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. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting,
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
g. 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 �� . 0
Sae vertical load Safe horizontal load _
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T
O 0 0 O OVC0
8RF14-0B/1T 81716-013/1T 8F16-1B/1T
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SCALE = N.T.S.
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R = RECESSED
QTY. OF #5
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MATERIALS
c-1-f precastTntels = 3500 psi.
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 3/8" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
#5REBAR
MIN.
Q'D
(1) REQ'D
CLE
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ALTERNATE POWERS
STEEL LINTEL
a a
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16 GAUGE POWERS
STEEL BOXED LINTEL
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
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 cementitiuos coating. See contractor specifications
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
4'-0" LL
O
5'-10" LL
OE,
LINTEL PLAN - ELEV-131
SCALE: %4"=1'-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 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.
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SHEET NO.
8
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 II 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 COMPARTMENT WHERE H D F THE
S E THE BOTTOM EXPOSE EDGE 0
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36
INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD
OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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
1. 1.
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1. 1. 3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1-14.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2. 1. 3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 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.
GARAGE LOADS : 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.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2. 4. 1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017),
AND CONDUCTED BASED ON A 140 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:
3.11.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3. 3. 2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1.
REINFORCING STEEL:
4. 1. 1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2„
C-I-P CONCRETE NOT EXPOSED:
1
GROUT FILLED MASONRY:
1
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2. CONCRETE:
MAP
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) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4. 1.1.
INTERIOR LOAD BEARING WALLS 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 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4. 5. 1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE 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'X 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= 285PSI
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.LS.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.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
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 provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s rinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
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 trapps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilutipn. If rainf II occurs before vapor retarder placement,
retreatment Is require
9. FBC-R R318.1.5 - Concrete overpot�r and mortar along the foundation perimeter
must be removed be ore extenor sol treatment.
10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. 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 = II
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN T-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
GARAGE DOORS (V = 140
MPH)
TYPE: 5B SINGLE 90
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%"
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 %". 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
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.
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NO:
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SCALE :
AS NOTED
SHEET NO.
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CORNER OF
HOME
GARAGE SIDE
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ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
+ +
+ + + + + + + + +
+ + + + + + + + + + + + + +
+
+ +
+ + + + + + + + +
+ + + + + + + + + + + + + +
+
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+ + + + + + + + +
+ + + + + + + + + + + + + +
+ +
+ +
+
+
+ +
+ 0" (TYP.)
+ +
6'-0"
6 4'
+ +
+ +
+ +
+++
+
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++++++++
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n
15/32" CDX
PLYWOOD OR
7l16" OSB
-RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
+ + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood anels or 2 x _
P
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 °
FILL CELL
w
CONT. #5 � STD. 900
BAR HOOK
STD. 90° HOOK
BOND BEAM
SIMPSON MGT '
w/(22)10d
NAILS TYP. GIRDER TRUSS
CONT. #5
BAR 2X TOP PLATE
5/81
#5 CONT. THRU
FROM BOLT
FOUNDATION
TO HIGHEST
I BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRIG. WALL
N.T.S.
1/8" min. } Small gap 2" min.
2"
max. � 4 max.
Q
Clinch nails
when
possible 1
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 10d nails 2x4/Plywood/OSB web stiffener 2" min.
I g required when indicated or 4" max.
2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
DOUBLE JOIST CONNECTION top flange ofuthcutst.
- Birdsmouth cuts. N.T.S.
Under 2nd floor column w/ loads
N.T.S. hi her than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
over squash=20 blocks and
Non -stacking walls
require additional wall or beam below.*
consideration. Check
local building
code for appropriate
details in One 10d box
areas=20 of high or-20 sinker
„ lateral load. nail each side
10 -0 at bearing.
TANK -LESS W/H
H C G
O O O
5'-0" a -
c�
STUB -OUT FOR 1'-0" 0 9
to
GAS METER 0 1 0
� U
CV z0
• 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-Y
(2)16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2)16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3)16d TOENAILS
2" X 10" 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR 3)16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4)16d TOENAILS
2" X 4" @ 24" O.C.
6'-1"
(2)16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2)16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2)16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3)16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
=TOEUNTA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
RN YELLOW PINE, 55 PSF LOADING
9
BLOCKING PANEL, INTERIOR
Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall
Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer
Load bearing walls when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.* —�
QT--' Provide adequate bearing
for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
Squash block) 10d nails SECTION @INT. BRIG. WALL require additional consideration.—
2x4 minimum
Bearing wall, Versa -Lam LVL or N.T.S.
Glulam Beam
Web Stiffener Fastener Schedule
Joist BearingLocation
Series Depth End Intermediate
0
BCI5000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8
BCI6000s011-7/8"
BCI 6500s0
9-1/2"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60s0
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s0
11-7/81,
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
I.0
SIMPSC
w/ (22)
NAILS 1
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
111AL
Joist
When joists meet over wall, provide
1 3/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES D (KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch Joist hanger
or drill flanges
NOT CUT HOLES
611 A CUT AND HOLE MAY —
IN 6��'��DO
LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz"
8
1 -0"
1'-1"
1'-2'
1'-2"
V-3"
1-3"
V-T
1 -11" 2-4"
2'-9"
3-2"
3'_7"
Any. 16" joist
12
1-0"
1'-1"
V-2'
1'-2"
V-3"
1-9"
2'-44"
2-11" 3'-7"
4'-2'"
4-9"
5'-4"
Span (ft)
16
1'-0"
1'-1"
1'-2"
1'-2`"
1'-7"
2'-5"
3"-2"
3'-10°' 4' 9"
5'-7°"
6` 4"
7'-2"
---- --- - ----- — — ---
20
1'-0"
1'-1"
1'-2"
1'-2"
2'-0"
3'-0"
4'-U'
4'-10" 5'-11"
6'-11"
7'-11"
8'-11.1
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1%" 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 1Jz" 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.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10-10d nails. —
Install tight to top flange. SLEEVE THRU STEM a
e:
SEE PLAN FOR '• ..a . • •
FOUNDATION INFO °
STEM FOUNDATION
r GRADE nr_l\lr nr_r ni A \1
\ Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
/4"-2" gap 1p
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
0 requirements
0.6 X Joist
p T depth
I -JOISTS BUCKETS
N.T.S.
�A/C CHASE 4" PVC— (2) #5 REBAR
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
SIMPSON H10A ° ° °° (WHEN
w/ (18)10d x 1 1/2" ° REQUIRED)
NAILS
UPLIFT =1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
- o °
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
d
4
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—1 T . d
r- ° a a IrI I f l,
-r rr
a
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. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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0
O
N
N
-LO
w:
Cn
0
W
00
i;
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. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL
NAILER
STD. 90-HOOK (SEE DETAIL
2x #2 SPF STUDS -
@16" O.C. W/ (2)
16d TOENAILS T & B
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. <_ 8'-6". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'4'.
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
APPLICABLE. d
2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1 A N
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
PITCH > 4:12 i . °
(2) LAYERS TYPE I OR TYPE II
(#15 OR #30) UNDERLAYMENT—III= 11= m ° ° ° I I I —III—I I = °
FOR ROOF PITCH 4:12 OR LESS. I-1 I —1 III D °
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O. " :,I I �I I I I �I I=1 11= I Fl I I IEEE] I H i
ff III —I 11=11 1=II I -III=1 I I I � I —I
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/ 8„ ' 11 _I�[TI=1T I I ill
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER TYPICAL INTERIOR BEARING
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
JEDGE
AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
N1 SCALE:3/4"=V-0" S3
ELEV. VARIES FOR ADDITIONAL SLAB
—LUMINUM DRIP INFORMATION.
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
�r
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
.) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
(12) 10d NAILS 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.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR
EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4',
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24" O.C.)
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
A.F.F. O.G.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2v' 6 x 6 W1.4 x W1.4
WWF OR FIBERMESH WWF OR FIBERMESH
0 �31/2" MIN. �31/2" MIN.
ELEV. 4-3 1/2" z
lit -I—
A.F.F. O
o 3 1/2"(min.)- 1=1 1=1 1='31/2"(min.)- 4„
N00
(3 1/2"(min. - 4"I-
Lit. 11 TI►-
=1 I l ill 11 I—� I I —I 11=1 I I III-1T_I T
(2) #5 CONT.1 =1I „ rl�
l 11 11
4„ 1,1,
U.N.O. MIN.
TYPICAL BEARING BEARING WALL�STEP@SHEARWALL
"SHEAR WALL" SCALE: 3/4"=1'-0"
ooN• �,�
SEGJ��
P�S
31/2"(min.) - 4" =� I_I=1J — —I 1111=111
11
—III—I 1=I r
Fit
(2) #5 CONT.
U.N.O. MIN. �
TYPICAL BEARING WALL @ STEP / CC
SCALE:3/4"=1'-0" � S3
EE SOFFIT
SHEET
LOAD BEARING OR
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" 0/C
INSULATION PER FBC AND ENERGY
M�N��\ p5
8"x8"X16" KNOCK -OUT
BLOCK WI 1#5 CONT.
EXTERIOR WALL
8" C.M.U.
1"x P.T. STUD
(2) ROWS OF 2x BLOCKING @THIRD POINTS
FORM SUBMITTED WITH PERMIT
APPLICATION
/'
NOTE:
SEE SECTION C/S3 FOR
FILLED SOLID W/GROUT
8" C.M.U. TYPICAL
TYPE "S" MORTAR
ARCHITECTURAL
FINISH
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLT INFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
`SIMPSON SP1
w/ (10)10d NAILS
TYP,
cCN
c1
r
#5 VERT. IN FILLED CELL
5/8"x6" "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
2x P.T. PLATE
ASSUMED FINISHED
5/8"° x 10" "J" BOLT 24" O/C 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
,.
c
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3Nr
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
3RD LAYER 1/8" THICK.
SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
2X PT PLATE
WEEP SCREED INSTALLED
PER MFR INSTRUCTIONS
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
K.O. BLOCK
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING �
BAR a
w
#3 OR #4 REINFORCING BAR
ADDITIONAL INFORMATION
SIMPSON SP1 w/
(10)10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
„
END OF 2 x PLATE
c
.
1x2 PT WD FURRING @ 24" O.C. J : GRADE �, - o GRADE 40 MIN. FY=40ks1 a to °
z #3 & #4 LAP SPLICE =III=T-1I
(1) #5 VERT. IN FILL z �, — o o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a 1=III—III—III D
1/2" GYPSUM WALLBOARD MONO OR STEMWALL ° _ g I I-1 I=1 I I I= •
U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o —' —F — w '—III-III
FOUNDATION PLAN FOR CLARITY ° D 6 MIL VAPOR BARRIER —T I 1 ° _) =1 I (_ „ � I I—
�_ ° ' 1 ��, #5 REINFORCING BAR R 1 7/8
FOR LOCATIONS) D D o ° o l=1 =1 1=III=III=III=� I II —I I m N z 1 �-
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. <_ 8'-6". (2) ROWS
2x BLOCKING @ 3rd PTS FOR
WALL HGT. > 8'4'.
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#) G
E
6x6W1.4xW1.4
WWF OR FIBERMESH T
=T=III=III= �CD
III III —III —III—' r
1 x4 P.T. BASE NAILER p ° °—I I —III —I (—I I —I I I- ? T�1TT T '' #5 LAP SPLICE (2) #5 CONT. -F I �-1 I hI I I, , I 1=11 I, , , 1
4 x4 INSPECTION D—I 1=III=III=III=III=1 I I II 1 11 �f
3 1 /4" BASEBOARD PORT AT EACH NOTE g ° — = =I I— = - °
FILLED CELL TYPICAL FOR BEARING WALL =III=III=III=III= I = COMP. SOIL. (COMPACTED TO °
W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ =1 95%MODIFIED PROCTOR ASTM
MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ —_ I =I I II IT�— TI=1I
c� AT GARAGE CONTRACTOR III= = =III= 1=III=III=III=III=III=III=III=) =III= I D1557)
MIN PSI MAY VARY PER rn - — = — = =) =III= =III=III=III=I =III-1 4" 1'4"
MUNICIPALITY. TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
W1.4XW1.4 WWF OR - DECO FINISH 4" to 6"
"FIBERMESH" DECO
TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
BELOW GRADE S3
SLAB INFORMATION.
rr np Z00 _
6x6W1.4xW1.4
° 00
31/2" WWF OR FIBERMESH
6 MIL VAPOR z min.) 4"
BARRIER D: p . 4 - a a 'v GRADE
COMP. SOIL. ° 1 T
(COMPACTED TO 95% I
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
O #5 R CONT. V-4" (1 STORY) STD. 90 HOOK (SEE
U.ON 0 CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL)
TYPICAL WALL SECTION rA
SCALE: 3/4" = 1'-0" 1, S3
OPT: DEPRESS SLAB 5 %"
DEEP AND 6" BEYOND
DOOR TO RECEIVE
BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
PAVERS
O.H.D. RECESS lil' Z
c7 �
�I
•'.e.
T
�
��I I II '
•� ' ,
L
�[�I l f .
I d •
AT
TTh
"
SEE A/S3 OR J/S6 11 tTnII
_
1
FOR REINF. INFO.
3" MIN, CLEARANCE
1' " (1 STORY)
/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 8" (2 STORY)
GARAGE DOOR SLAB RECESS J.1
SEE TYP. WALL SECTION FOR
SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
OO — — — —
PT MI!
-_ —nr
-(1) #5 �REBAR w/ OPT.
' 1=1 I 1=1 I [=1 I1= I— 11=1 11= I -SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE:3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
N '
N d
T d Cl).;
d _
d
-III—II 4„ 11 °°
111- I '.e. ' a •' . � —I
SEE A/S3 OR J/S6 -F I I 1 111 11„ 11111
FOR REINF. INFO. 3" MIN, CLEARANCE
1'4" 1 STORY)
1'-8" (2 STORY)
GARAGE DOOR SLAB RECESS rT�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0"
SLAB INFORMATION.
P.T. 2x 1/2" GYP. BD.
2„ HOLD GYP. BD.
1/2" FROM SLAB
0'-01, 0 CONT. BEAD SEALANT
INTERIOR
4.a.: ° -31
d .. J
y.A d4
CONCRETE NAILS W 1 1/2'
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN,
TENSION 120#) CONCRETE SLAB
_ as a
C
— —
M
BARRIER
4" 4"
INTERIOR WALL SLAB STEP NON-BRG. K
SCALE:3/4"=V-0" ��S3
ON 3" CHAIRS
36"MIN. LAP [36" MIN. LAP]
10"
(TYP.) 8" 1'.4" 8"
#6 REINFORCING BAR
#5 STD. 90 HOOK
#6 LAP SPLICETYPICAL
INTERIOR BEARING
REBAR DETAILS
rF-'�
WALL W/ UPLIFT
rG
SCALE: N.T.S.
S3
SCALE: 314"=1'-0"
S3
VARIES
SEE PLAN
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
`j l a .
SEE PLAN FOR
&LAYOUT DESIGN
ch
a
" < .
— —
TOP OF BEAM
a
I h� FIT' T
(2) HTS20
SEE
SEE ROOF PLAN
FOR STRUCTURAL
r
-°I-
BEAM SIZE &
i; 1 a
' � �
CONNECTION INFO
M —
1
1 2x4 #2 SYP P.T. FRAMING w/
T �L
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6
z
ATTACHED PER NAILING
FOR REINF. INFO. OPTION #�
w
0
SCHEDULE
rz
Q
SEE TYP. WALL SECTION FOR ADDITIONAL
w
6x6 P.T. #2 SYP
SLAB INFORMATION
J
W
o
w
ABU66
SLAB STEP & RECESS S.G.D. rM
�
SCALE: 3/4"=1'-0" S3
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
MASONRY WALL AND
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS AT 8"
GARAGE
COLUMN TO PORCH SILL
O.C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
W/ DR SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS
TO FOUNDATION
INSULATION PER CHART
SQUARE CMU BLOCK BASE,
CONT. FOOTING STEEL
MAT REINFORCING. r '
ON FLOOR PLAN
SIZE VARIES PER PLAN
ch
CONT. BEAD SEALANT
_�
w/ MIN. (2) #5 VERTICALS
00 z
GRADE a
E d
M
FILLED SOLID (SEE PLAN FOR
__ __ _ = < a _
6 x 6 W1.4 x W1.4 it
SIZE AND REINFORCEMENT)
c� =—
;III= a a= =I = I=_I'
r WWF OR FIBERMESH T
`"'
z
F- a w
— —I I —I I— — W
A 1n
I,
_ =ICI —ICI- Z
• • • - \
rSPECS �.. -
• •
BEYOND
PAD REINFORCEMEN 3" MIN. CLEARANCE
OOOOOC r r ,�\00\\00000
.4, EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
CONC. PAD INFO.
SEE SCHEDULE
�0�0�0�/; ; r •o`// j v,�
TAPERED •rCD12�
.. . •
41
r
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Bf'2e.i, i --
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 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.
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(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
DOUBLE 2x TOP
PLATE —�
VARIES
( )�
2x DEAD WOOD MID FOR CLEAN -OUT
POINT w/ (3)12d MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
- 1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/8" 8" 7 5/8" 8"
❑ SOLID AREAS ARE ❑
7 5/8" 8"
TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no
EVENLYWALL IS 1 1/2" MAXIMUM
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIORWALRIOR❑
FACE OF BLOCK WALL IS 21/4"
BLOCKING @ EACH END W/ 10d @
O.C. FROM EACH HEADER FACE
BLOCKING
(2) 2x HEADER
PER PLAN
?x BOTTOM PLATE W/ (1)10d @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAILrT�
SCALE: N.T.S. 54
12 SEE TYPICAL WALL SECTION
SEE ELEV. PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2)12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
++F
STUD W/ (3)10d NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2)16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10)10d
NAILS AT EACH STUD
BLOCKING (TYP.)
2x P.T. PLATE
OOF TRUSS
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
UPLIFT CONNECTOR (SEE SCHEDULE)
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
MOISTURE BARRIER
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90^ HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL
DETAIL
�F�
TO DRAIN DOOR OPENING DOOR OPENING
❑ ❑EXTERIOR 1 ❑
WALL CLEAN -OUT A WALL ❑ ❑ ❑
SCALE: N.T.S. S(� ❑ ❑ ❑
1ST COARSE 2ND COARSE 3RD COARSE
REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE
MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D
S4 SCALE: N.T.S. 54
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1} #5 FOR CONCRETE PLACEMENT
d d p Q
d
g" STD. 90°HOOK 8"
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O.ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
NOTES:
1O 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.
2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S..
SCALE: N.T.S.
S4
WIDTH OF OPENING VARIES 4"FORM
CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
J
CC
�— w
T
0
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
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
K/S4
GARAGE ENTRY FORM DETAIL
SEAT FOR BLOCK IS POURED
2x6 MOUNTING BASE
SCALE: N.T.S.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
�8x8x16 C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
GARAGE DOOR ROLLER GARAGE DOOR TRACK
FOR DRAINAGE
CONNECTION ASSEMBLY
..' GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR -__ —6.1 1 / / F �!`_
MOUNTING BASE DETAIL
SCALE: N.T.S.
a a
e a
p
SEE PLAN FOR FOOTING
POURED CONCRETE BASE FOR BOTTOM QF MOUNTING B E
DIMENSIONS
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
GARAGE ENTRY FINISHED MASONRY DETAIL
P
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
S4
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
SFF �OIL
N
2x CRIPPLES @
16" O.C. W/ (2)12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
10d x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2X8 WALL)
10d NAILS @ 8" -i
O/C TYP.
DOUBLE 2x ----
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-318" 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.
2x6P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
fOP
3
3ARAGE
IOOR
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. �S4
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' - 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3) 1
(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"x10" OR
GREATER HEADER
\—(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
S4
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
• EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
• OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6)10d x 1 1/2" EACH
SIDE
'
2x STUDS TYP.
p0
O,Q
{ SIMPSON HTT4 TYP.
Op
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. 54
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
0
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
RECESS
LINTEL
12
(TYP.) SEE ELEV.
SIM SON SP2 w/ (12)10d
NAIL AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C.
926 APPLY 3 LAYERS W/ TOTAL
THICKNESS 7/8" OVER METAL
LATH. FIRST 2 LAYERS 3/8" THICK
EACH. 3RD LAYER 1/8" THICK.
CRICKET AS REQUIRED/
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING (1
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (8)10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MAIN SPAN
ROOF TRUSS
MOISTURE BARRIER
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12)16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
S•PLICE NAILS TOTAL) EA. SIDE OF
. s�8„ SPLICE STAGGERED
tiI/N
ATTACH ALL -j
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO TOP PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG, TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. �+A
F= 2240 LBS t
SIMPSON C
SIMPSON SP4 SP2
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
LINTEL
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
SP1
SIMPSOI'
SP4
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
w
Ul^
2x TOP PLATE T
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL
SCALE: N.T.S. S4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
P.L. 1.8E Fb=2400 PSI (AS PER PLANS)
r• HTT4 w/ (18)10d NAILS (3610# SPF)
• HTT5 w/ (26)10d NAILS (4670# SPF)
DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF)
HDU2-SDS2.5 w/ (6)1/4" x21/2" SDS (2215# SPF)
• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF)
_ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF)
• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF)
• HDU11-SDS2.5 w/ (30)1/4" x 21/2" 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 w/ WASHER & NUT
• FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R.
MIN. 8" EMBEDMENT w/ WASHER & NUT
HTT / HDU TENSION TIE rN
SCALE: NTS S4
SIMPSON SP4
�2X TOP PLATE
OVERLAPPING
—10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
ROOF TRUSS ABOVE
/— 2X BLOCKING
I°
d 2X8 P.T. BOTTOM P TE C
5/8"x10" "J" BOLT @ 24" O.C. MAX. B
SIMPSON SIMPSON T
(MIN. (2) PER BOTTOM PLATE)
SP4 SP2 SIMPSON C
SP4
NAILED INTO
TRANSOM
FRAMING
SIMPSON
SP1 SIMPSON
SIMPSON SP4
/ SP4
(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'4" O.C.
MASONRY WALL
✓ 10d NAILS @ 4 A 10d NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
o o BEYOND.
�—PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES C E SHEATHING
& 8" O/C FIELD S4
B
• SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY
• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O G.
MAX. (MIN. PER BOTTOM
a
2X8 P.T. BOTTOM
PLATE
UU
5/8"x10""J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY (R�
SCALE: N.T.S.
e
®
411, •5
Cb
10
N
fqi
4 C L Gt x'%%
To the as of the Engineer s knowledge, info oration 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.
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SCALE :
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SHEET NO.
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SIMPSON HGAM10KTA
W/
(4) 1/4"x1 1/2" SDS
SCREWS
TO BLOCKING & (4)
1/4"x2 3/4"
TITEN TO CMU
SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1
TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x
NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" 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 10d x 1 12" AT EA, SEE STRUCTURAL NOTES I () ( )
SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 11
TOP CHORD
BLOCKING FOR :•
@ 24" O.C.
NAILING SCHEDULE FOR OUTLOOKER
SHEATHING DETAIL
@ 24" O.C. FOR SHEATHING
DETAIL
TAIL
FIRST FOUR
ROWS OF
45° ± 24 MAX'
TOP CORD BLOCKING 45°±
2X4 CONT"L" BRACE
TOP CORD BLOCKING
TRUSSES @
SIMPSON H1 OA w/ (18)
FOR FIRST FOUR
FASTENED W/ (2)10d 3"
FOR FIRST FOUR ROWS
EDGES OF 2x4 CROSSBRACE
10d x 1 12" @ EA.
ROWS OF TRUSSES @
AT 24" 0/C. CMID HEIGHT
OF TRUSSES @ EDGES
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
OF SHEATHING TYPICAL
TYPICAL @ RIDGE FASTENED AT
"L" BRACE TO EXTEND
SHEATHING TYP. 2X4 KICKER
2x8 SYP#2 "L" BRACE TO
48" O.C. EACH JOINT W/ (3) 10d
@ 8' 0" 0/C
EXTEND AT LEAST 90% OF
MAX. & (2)1Od TOE NAILS @
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. GABLE TRUSS
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
SILL 1/2" CDX PLYWOOD OR
EACH JOINT W/ (2) 10d
FROM LEDGER TO
7/16" OSB SHEATHING
& (2)10d TOE NAILS @ .•
BLOCKING
ATTACHED W/ 10d
EA. END
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1OdX3" 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
XN I
THROUGH CHORD
N7
CORD ATTACHED W/ (2)16d TOENAILS
10d NAILS 6" O.C.
- INTO 2"x6" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ @
EDGES AND 12" O.C. FIELD
2x4 PANEL BLOCKING @
2x4 "T" ON TOP OF PANEL BLOCKING,
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FOR THE FIRST (4)
FASTEN WITH 10dx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
2"x6" P.T. SILL
1
NOTCH 'L' BRACE HERE
ROWS OF TRUSSES FRO
@ 48" O.C.
5/8" x 10" "J" BOLT @ 48" O.C.
WEEP SCREED
EA. END TYP. TOP &
MOISTURE BARRIER
BOTTOM ATTACHED w/
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT 6'-0"
INSTALLED PER MANUF.
16d TOENAILS
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
SIMPSON HETA20 w/ (8)
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
10dx1 1/2" NAILS AT EA.
ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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) T MIN. 4"
EMBEDMENT IN KO BLOCK
GABLE WEB SECTION(a�)i
WEB, USE MSTAM36 w/ (7)
10d NAILS & (4)1/4"x2 1/4° SCALE: N.T.S.
55
SCALE: N.T.S.
55
TITEN ON OUTSIDE
BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18)
x
2)
SEE STRUCTURAL NOTES 10d x 1 12 AT EA.
SP8 FOR 2x8 WALL)
AND NAILING SCHEDULE OUTLOOKER
2x4 OUTLOOKER
FOR SHEATHIN
DETAIL
F@ 24" O/C
2x4 OUTLOOKER @ 24"
TOP CORD
O.C. (OPTIONAL - SEE
4" MAX.
BLOCKING FOR
ELEVATIONS)
FIRST FOUR ROWS
DOUBLE TOP PLATE
OF TRUSSES @
2x4 CROSS BRACE APPROX. 8"
2"x4"CROSS BRACE
24 MAX
FROM RIDGE FASTENED AT
APPROX. 8" FROM
SHDGES EATHOING TYP.
EACH JOINT W/ (2)1Od & (2) 10d
RIDGE FASTENED AT
"L" BRACE TO EXTEND
TOE NAILS @ EA. END
EACH JOINT W/ (2)
AT LEAST 90% OF WEB
10d & (2)10d TOE
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
1/2" CDX PLYWOOD OR 7/16"
@ 48" OIC FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
(2)16d NAILS
BOTTOM ATTACHED
48"
2x BLOCKING
W/ (2)16d TOENAILS
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
M
-A:1Odx3"
2x4 "T" ON TOP OF PANEL
SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2"
@ 4" O/C
BLOCKING, FASTEN WITH
SDS SCREWS TO TRUSS & (4)1/4"x3"
1Odx3" @ 4" O/C
SDS SCREWS TO PLATES AT 36" O.C.
SIMPSON SP2 w/ (12)1Od
2x4 LEDGER (MATCH BOTTOM
NAILS AT EACH STUD
DBL. TOP PLATE
CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.)
TRUSS)
SECTION 3 SECTION 4
SCALE: N.T.S. S5 SCALE: N.T.S. 55
1 Od x 1 12" AT EA. 2x4 OUTLOOKER
REFER TO DETAIL J
CV
N
SEE STRUCTURAL
OUTLOOKER F@ 24" O/C
ON SHEET S5 FOR
_
r
.-
.-
NOTES AND NAILING
TOP CORD
X-BRACING, AND TOP
N
Fi°
SCHEDULE FOR
BLOCKING FOR
CHORD BLOCKING
INFORMATION
C-
00
°°
SHEATHING DETAIL
FIRST FOUR ROWS
OF TRUSSES @
1
1
1/ •.
2"x4" CROSS BRACE
24" MAX.
EDGES OF
-WOOD TRUSSES
;°
APPROX. 8" FROM
SHEATHING TYP.
RIDGE FASTENED AT
"L" BRACE TO EXTEND
-2X4 RAT RUN BRACING
°
EACH JOINT W/ (2)
;
AT 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
GABLE TRUSS
TRUSS SPANS
ATTACHED W/ 2
�
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16"
-16d
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 ROWS OF
(2)16d NAILS
W/ 1Od NAILS @ 6" O.C.
2x4 BLOCKING @ 24"
OF STAGGERED 1 Od COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
;
E
ES AND 12" O.C. FIELD
0/C w/ (2) 16d
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L = 41/2") OR EQUAL
„ "
(D = 0.207 , L = 41/2) 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 5112" LAG SCREWS OR EQUAL
w/ (2)16d TOENAILS
CONNECTION
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DI
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 C IN TOP FASTEN
PANEL
) BLOCKING, FASTEN WITH 2x4 BLOCKING W/
1 Odx3" @ 4" O/C (2)12d TOENAILS
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @
NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g
ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SrJ
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2)1 Od PER JOINT
1INIMUM 2x OVERLAP TRUSS BRACING
'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP
SEE PLAN FOR WOOD TRUSSES
OCATIONS) j 10dx3" O/C @ 2"x4„
TOENAIL 6" O/C RUNNERS
W/ (2)16d TYPICAL
(2)16d PER NAILS 12" IIAI,
JOINT
l— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL rj--'�
12
6.9 MAX.
SCALE: N.T.S.
1 GABLE TRUSS
"L" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
ALTERNATE NON —DROP
GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING
SCALE: N.T.S.
TRUSS BRACING OVERLAP DETAIL M
I ' Il a ° � . 4 - f ` II'�` ° .II® \ I o 11 . ° a 1l ° - li - ° - 4 °II ° .a "ll.-' ° a II `° ° Ila °°.
�CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
SCALE: N.T.S. \ S5
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od
WOOD TRUSSES TOE NAILS AT EACH END @
24" O/C (TYP)
BRACING w/ (3)10d x 3" AT
EACH CONN. @ 24" O/C
0
Z
W
•
SIMPSON HGAMIOKTA w/ (4)
MOISTURE BARRIER
1/4"x1 1/2" SDS SCREWS TO
BLOCKING & (4)1/4"x2 3/4"
BOND BEAM
TITEN TO CMU
MASONRY WALL
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL 5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" O.C�
TYPICAL
GABLE TRUSS WEB —'
SINGLE "L" BRACING DETAIL/"-6
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" "L" BRACE J
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE 7
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
�
—
—
—
—
2-9
d
W
4
o
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i
tz o
W
m -
Q o
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W
ARCHITECTURAL FINISH NOTE:
EXT. WALL CONN. @ NON — LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" 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:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS
TO PLATES (TYP.)
--GABLE TRUSS
�CONT. BEARING "
GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-13
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
0_
IN
/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)1 Od 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
: C) a
s'
ROF a
�
To the best of the Engineer's knowledge, information and belief,
the structural plans and speatcations 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.
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SCALE :
AS NOTED
SHEET NO.
S5
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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 (
UNACCEPTABLE INSTALLTION
,
DOOR JAMB REFER
( P.T. TO PRODUCT TO PRODUCT
TO PRODUCT APPROVAL FOR CONN.
PROPER INSTALLATION MAX. 8
♦ DO NOT DO THIS
2"x BOT, PLATE W/ (2)10d @ 6" O.C.
APPROVAL FOR CONN.
APPROVAL FOR CONN. 1x4 1 X 4
♦ #5 REBAR (TYP,) '
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X
1x4 P.T. FURRING
3/16" O X 3" LONG FURRING
3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2
REBAR ` '
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
TAPCONS
TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8
STAGGERED @ 16
(T
(TYP,) ♦ '
1x8 P.T. FROM EACH END w/ MIN. 1X8
BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH
1 DETAIL
41
`STD.
2x BAND JOIST W/ FACE NAIL 10d
JOIST
PER MANUFACTURE MASONRY THROUGH ��
A
1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
90° HOOK (TYP.)
STD. 90^ ♦ /�
@TOP & TTM CHORD, AND (8)
1 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C.
FILL SOLID
BOTH CELLS HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
3116" x 3 -1/2" DOOR JAMB (REFER
TAPCON @ 16" 1x4 P.T.
TO PRODUCT
TAL SEAT PLATE
O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL
TE:
EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4
P SHEATHING TO
[BOTTOM
DOOR JAMB (REFER
TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16"
'♦IST
OF BAND
TYPICAL
APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4
(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
O.C. & FURRING
@ END C MIN. 2" EDGE DIST.
ON EACH
4" FROM
4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
' ±2" NOTC @ FIRST COURSE
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4x1 1/2" SDS SCREWS
2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
I ♦
INTO BAND JOIST & (4) 1/4"x2 3/4"
K.O.
2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL
NOTCH WEB AT THE
'
t5" FIRST 2 COURSESLED
TITEN INTO BLOCK
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S. SS
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.
SCALE: N.T.S.
SS
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
UPLIFT CAPACITY = 805 #FOR 1 STRAP
W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A
-A
=1610 # FOR 2 STRAPS
FILL 1st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID WIGROUT
2'-0" 8"
1 X 4 FURRING n SOLID BLKG. AT TOP BTWN.
1 PLY PRE-ENGINEERED TRUSS
BLOCK HEADER ARCH BLKG. &BUCK
1/4" x 31/4" TAPCONS
.a
SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
1/2" DRYWALL *
SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #)
2 x 8 45" DIAGONAL (4)10d NAILS INTO
LEAVE A CUTOUT IN O.S.B. ON THE
BRACE(S) 2 x 8 BRACE/BLKG.
INSIDE TO ALLOW FOR INSULATION
=
7/16" OSB
TO BE INSTALLED
BOND BEAM OR CAST IN PLACE BEAM
FOR OVERHANGS BETWEEN OVER 1 1/2"
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
2 x 8 45 DIAGONAL BRACE AT EA.
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. .;.. a...., .„.
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
FACE OF ARCH W/ (3)10d NAILS
AT EA. END
RETROFIT TRUSS DETAIL
. ,:e ...
OVERRAN
CONNECT W/ 8d NAILS BRACE/ BLKG.
N.T.S.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHORM ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
INTO ARCH BLKG. PER
PROVIDE TAPCON WITHIN
RETROFIT WALL OVERHANG DETAIL NTS
INSTALLATION DETAILS A
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 3/4" TO 1 112"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED W/ 3 #6 X 4Yz' WOOD
) ()
` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REQ'D.
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
NAILS @ 8" O.C.
ARCH DETAIL
4' MAX. RAD.
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
,
V
x0TO TR
FR TO TRUSS TOP CHORD
yqN
MIN. 4" EMBEDMENT AT 16" O.C.
�E
NGTy
1-0�� 5r-Orr
SCALE: N.T.S. SS
12
+ + PLYWOOD SHEATHING
1.
JACK TRUSS PROVIDED BY SEE
i
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24 O.C.
+ +
+
INISH FLOQ
2
x 8 BUCK - CONNECT TO BLOCK SECTION
+ + BLOCKING AS
°
'
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
>.� >
/4" MAX EMBEDMENT INTO K.)
2'-0" 8"
PER NAILING SCHEDULE
ALL
TO SUPPORT
TRUSS + SOFFIT
° • ° >.. #5 BAR
�. o .'>
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5)12d NAILS SIMPSON
i
+ +
p 1'0, ° P. ' ° CENTERED W/ g
9 K
1 X 4 FURRING
BLKG. &BUCK
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
2X4 SYP . ®e
EACH TRUSS
o • . ° °s IN TOP b
> , KNOCKOUT / N
/
_� I� ° CHAIR BLOCK
°
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE B
2 x 8 VERT. W/ (2)10d
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/
�
CONNECTOR ''®�
_ •
MONO FOOTING •° s' ° °,
(3)
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
AND SECTION DETAILS -I
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BYJ
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL > °• °
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
ENTER SO IT
z
DIRT
TO BE INSTALLED
BUILT UP PLWD. BUCK -
PRECAST LINTEL
° STANDARD o
° . ,
4'-0" MAX SEE PLAN
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BAR IN ° 90° HOOK N
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD
FOR OVER HANG
FILLED CELL, • -. • •. • r • -. ,
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4' MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
(MAX. 4'-0")
L • .,
INSTALL WDW, SCREW
BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
°
'
.' .• ` `.' .• �.- .• I ► r . �.� .•
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
O.C.
PER INSTALLATION DETAILSSTEMWALL
B_B
ARCH DETAIL rK
SECTION @ ENTRY L
SECTION @ROOF EXTENSION M
FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S. SS
SCALE: 3/4" = V-0" SS
SCALE: 3/4" = 1'-0" SS
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 314"x5" MIN. HOLE SET BAR IN
118". 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
x 1
SIMPSON2"
MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2"
( )
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W.W.M. AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4. EXPANSION BOLT (2
WHERE THIS CONDITION
(1) #5 BARS CONT.
1/2" NAILS L STUDS & O -
NAILHTT4 U S & (1)
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 x
Z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
COVER 6'_0"
EPDXY MIN. 6" EMBEDMENT &
n o
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
3" MIN. EDGE DISTANCE
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
U_ w SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
°
0 0NON
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
v a A
REINFORCING AS FOLLOWS:
* SEALANT
a 1
L F F
PLACE LOWER HALF 0 MORTAR IN BED JOINT. DO NOT FURROW.
-
g —I I
#5x6' EMBEDDED INTO
U z
PRESS PANEL REINFORCING INTO PLACE.
D
EXISTING FOOTING
6 MIN. LAP SPLICE W/
_ III 116
g 2 #5x6 IN CONC.
( )
*`�`•:`:;:.:;i;:.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
— I
-
Q -
cn � FILLED
LL D CELL
SMOOTH. DO NO FURROW.
° — —
• o � — _
N
„
DRILL 3/4 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
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
N R
REMAIN FREE OF MORTAR. NOTE:
Cl) z_
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
r • u
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
, °
_'0
4" SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
\ ' (2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
A SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
I 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" = 1'-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2017
Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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CROSS BRACING DETAIL (TYP.)
SCALE: NTS
TRUSS NOTES:
CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE
TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED
( ) 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. CB—_
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. Dg
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. 1 A
WOOD TRUSS
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: NTS
DIAGONAL -
AT 8'-0"
MAX
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
2X4 CONT. AT
T & B CHORD
WOOD
TRUSS
SEE ROOF
PLAN SHEATHING
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A —A
G.T. �
ADD 2X4 ALONGSIDE —
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
�A TRUSS
HIP
G.T
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
10d TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
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'-0"0.C. MAX. w/ (3) 10d
COMMON TOENAILS TO TIE BEAM
CONC. MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @INTERIOR BEARING
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
SCALE: NTS
>IMPSON HUC410 w/
6d INTO HEADER &
Od INTO BEAM - SEE
GOOF PLAN FOR MOI
NFO
SEE FLOOR PLAN F
COLUMN SIZE & BA
CONNECTION INFO
(2) 2x8 #2 SYP w
O.S.B. FLITCH PI
TOP @ TRUSS B
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) 10d x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 10d
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 10d
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM a@ RAISED ENTRY
MASONRY WALL 4
SCALE: NTS
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR
REQ'D ONLY WHEN COLUMN SIZE & BASE
INDICATED ON OPTION A SCHEDULE/PLANM OPTION B CONNECTION INFO —
COMMON BM. TO POST ATTACHMENT /
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS18 w/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR —
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
CORNER
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
SEE FOUNDATION
° PLAN FOR MORE INFO
SCALE: 3/4"=V-0"
COMMON BM. ATTACHMENT 1s
SCALE: NTS
SEE PLAN
FOR CANT.
—7/16" OSB FLITCH PLATE
REQ'D ONLY WHEN
INDICATED ON BM.
SCHEDULE/PLAN
OPTION C
BM. SPLICE OVER
�� CENTER OF POST
MIDDLE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 4/D1
FOR BEAM SIZE
EXTERIOR SHEATHING XH
ATTACHED PER NAILING
SCHEDULE 2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL aC� ENTRY 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) 10d 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) 10d NAILS
OR IF 2 PLY TRUSS SIMPSON
LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN
LEDGER AND J/S6 FOR MORE INFO.
2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR
1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION
LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR
FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO)
EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL
SCREWS EACH SIDE) (TYPICAL)
SECTION AT LOW ROOF 9
SCALE: NTS
VARIES
2x STUDS @ 16" O.C.
ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
w/ SIMPSON SP1 w/ (10) 10d
ATTACHED PER
ADDITIONAL
8d NAILS AT
VALLEY TRUSS
NAILS AT BASE & SIMPSON
2x4 #2 SPF BRACING @
NAILING SCHEDULE
OUTLOOKER
4" O.C.
SP2 w/ (12) 10d NAILS AT TOP
EXTERIOR SHEATHING
INFO.
16" O.C. W/ (4) 12d
COMMON TRUSSES.
ATTACHED PER
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP
SEE TRUSS PLAN
2x4 STUDS w/ SIMPSON
NAILING SCHEDULE
TO TRUSS W/ (2) 12d TOENAILS
STRUCTURAL SHEATHING
PLATE & (2) 12d END
MIN. (2) 2x4
FOR CONNECTION
SP1 w/ (10) 10d NAILS
EACH END ( BETWEEN TRUSSES
ATTACHED PER NAILING
NAILS TO TRUSS
SPF TOP
INFORMATION.
AT BASE SEE J/S6 FOR
GABL
LOW ROOF/WALL
(2) 12d NAILS TO EACH VERTICAL
SCHEDULE
BOTTOM CHORD
PLATE
MORE INFO.
TRUSS
SHEATHING ATTACHED
STUD)
VARIES SEE PLAN
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
VARIES W/
FOR WALL LOCATION
2x4 BASE PLATE W/
1/2" PLYWOOD
NAILS @ 16" O.C. ALONG W/
ROOF SLOPE
SIMPSON LSTA30 w/
SIMPSON MTS12 w/ (14) 10d x
(22) 10d NAILS OR
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
WOOD WALL
SIMPSON MTS12 w/
EACH COMMON
BELOW @ 16" O.C.
OR TRUSS.
2X4 CONT. W/ (2)
MIN. 2x4 #2 SPF STUDS @
(14) 10d x 1 1/2" NAILS
TRUSS/ FRAMING
TYP TOP &BOTTOM
-a.
SEE PLAN
16d COMMONS
16" O.C. W/ EXTERIOR
TO FLOOR GIRDER
NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
P::\\
X�
STUD TYP. T&B
PER NAILING SCHEDULE &
• MASONRY WALL BELOW: SIMPSON
PLYWOOD
(3) 12d TOENAILS TO
a°,
HETA16 w/ (9) 10d x 1 1/2" NAILS @
FLOORING
TRUSS OR
SEE PLAN FOR
PLATE BELOW
MASONRY WALL
A
4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM
TOP OF WALL
;
OR BEAM
. BEAM BELOW: SIMPSON HTS20 w/
MIN. 2x4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM
FLOOR GIRDER
SEE TRUSS PLAN
a°
(24) 10d x 1 1/2" NAILS @ 4'-0" O.C.
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR
SEE PLAN FOR
TO GABLE TRUSS
LOW ROOF TRUSS W/
(2) 2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE
@ 3" FROM EACH END &
DIRECTION
CONNECTION
a
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE
16" O.C. MAX.
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 w/ (16)
SHEAR
TRANSFER
INFO.
��
SECTION FLOOR
FOR CONNECTION
MANUF. SPEC'S FOR
16d NAILS AT EACH END
@
CONNECTIONS TO G.T.
EXTERIOR. WALL
SECTION
ENTRY
s
CONNECTION
22
SECTION
AT HIP
GABLE 12
SECTION
BUMP OUT 39
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
DETAILS & SECTIONS
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2017
Florida Building Code -
Residential 6th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SHEET NO.
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FOLD UP WEATHER
RESISTIVE BARRIER & WEATHER RESISTIVE
TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS
�
WEATHER SLOPE
RESISITIVE 0.3 in: 12.0 in
BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include
TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to
s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering
WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive
Insserneeoan"cowl OR EQUAL WEATHER PROOF CAULKING
2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and
WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias.
' RESISITIVE
r
2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH
UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
SELF -ADHERED FLASHING (SEE DETAIL WP07) IL 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
HEAD FLASHING TIE -Iry INSTRUXTIONS: (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
1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
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 V
R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a
AND WATERPROOFING METHODS TO weather resistive barrier
BE USED. 3. Fold weather resistive barrier back over head 2 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be
flashing and seal with tape 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4)
intended to drain to the water -resistive barrier is directed between the layers.
TS
SELF -ADHERED FLASHING Scale: NSELF-ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than
FLANGED WINDOW 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed
drainage space.
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE
INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry cavity
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shalt be applied shingle -fashion in a manner to prevent ent of water into the wall
THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the
LE ER OBNLITY CHEMICAL o a RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface
SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations:
SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE
EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish
VERTICALLY FROM
BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall
O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following:
2 9 J
SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
O `>: sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
2 SELF -ADHERED FLASHING - 5 1.2. In accordance with the flashing design or method of a registered design professional.
NAILING FLANGE 1 = 4 1.3. In accordance with other approved methods.
O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
DO NOT FLASH OVER 2 SEAL TOPS JOISTS 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco
BOTTOM NAILING UNDER DECKING
FLANGE 8 (SEE DETAIL WP07) 2 7 copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim.
HALF ROUND WINDOW EXTERIOR DOOR WITH DECK , INSIDE CORNER ,
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
Ground
7. At built-in gutters.
r- SHEATHING
1 Ll1JI IIIVV 1 LI'�JI IIIVV
2
SELF -ADHERED FLASHING
DECK JOIST
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC
R703.2.1 AND FBCR 703.7.3
Detail Instructions
Refer to the number marked as D 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
2x FRAMEWALL
TILE FINISH-
1/2" DUROCK-
8" CMU
4"OR8"CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED -
VINYL SHOWER PAN
0
SELF-ADHER
T-4" PER PLAN
T-0" PER PLAN
SHOWER SEAT
IN
SELF -ADHERED FLASHING
OUTSIDE CORNER
Q
W
Q
CZ
G
a a
W W
d a
= W
LU U
LLI LU
M
W
ui
I U))
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
,=le
PLASTER STOP -
CONTINUOUS BACKER -
ROD & SEALANT
A
a
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-1/2" INCH FLANGE
II -
THIS
NATU
DO NI
DRIP
ACCE
SOFFIT/CANTILEVER
Water Resistant Barrier
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF) o C
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER -
SELF FURRING (SF) LATH
PLASTER ACCESSORY
SHEATHING,'OSB', PLYWOOD, DENSGLASS L
TRUCTURAL FRAMING
TRUCTURAL SHEATHING
TRIP OF SAF
RAINAGE PLANE WRB
OND BREAK WRB
F LATH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
- Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
-Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
a
O
fV
0
o
To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2017
Florida Building Code -
Residential 6th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NO :
20-3576
SCALE :
AS NOTED
SHEET NO.
W P
Mounting Brackets (10 Gi
4-1,t2'x4-11"x2-12"
Right Stacket � 1 6 Gauge)
Bait, --�,
112"'Dia. A325 Gala.
tTY0 1
'-.e- - #14 Self-DAI[I g
Screws
10-5/$"
11
A/C Wit kUDm Edge.
•
Hurricane Strap
(Typic>alt.31nf6nt)
Washers
Front Cass Support
5eWLocking milts 4 (may be cut to W)
Left bracket 1115 Gauge) # 1 4 5e1f 00111irtg Screv,lils Thru Brackets &
Back Cross Support into A/C Unit Bottom Side
(Typical- 3 each side for hurricane use)
mi
s i i,
414,1111114
0;&F auit un m, , w* at, fawrvadW withwrit HuricrmatrAlit Aao--
g-4W-� tau mquot.
Florida Department of Business & Professional Regulation
Page 1 of2
Building Codes and Standards
3/2812018
Product Approval Application Detail
Coda _
Entity or
e Data
Datedlna Pen
t
Type Version
Manufacturer
Contact Enalneer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Revision 2017
Gulf Coast Supply & Manufacturing,
LLC.
Eng David Daniel S. Kuhn Locke Bowden P.E.
10/122017 10/10/2017
10/172017
12/12/2017
Approved
Category: Roofing
(352) 498-0778 PE-75519 (334) 300-1900
Subcategory: Metal Roofing
infoQgu0coestsupply.com
Compliance Method: Evaluation
Report from a
Florida Registered Architect or a
Licensed Florida
Fli ihi :I# '.
f651 3 Praduat
Professional Engineer
s .
Quality
Assurance
Approved for Use
Approved for Use
Impact
Deslan
Sao #
Product Model. Number or Name
Product Description Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
1
0.032" Aluminum 5V Crimp
Min 0.032&quo(; 5 V Crimp Aluminum Roof Panel
04/122024
No
Yes
N/A
+N/A/
we'15/32" Plywood
-108.SPSF
2
0.032" Aluminum Gulf Lok
Min 0.032&quo(; Aluminum Gulf Lok 16" Wide
04/122024
No
Yes
N/A
+N/A/
Roof Panel over q 15/32& not Plywood
-116.OPSF
3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel
04/122024
Yes
Yes
N/A
+NIA/--131.OPS
war 1S/32" Plywood
4
1" 24ga. VersaLoc
1" VersaLoc 24ga 16,5&qud; Wide Roof Panel
04/122024
Yes
Yes
N/A
+N/A/
over 15/32" Plywood
-138.5PSF
5
1" VersaLoc .032&qud; Aluminum
1&quok VersaLoc min .032" Aluminum over
04/122024
Yes
Yes
N/A
+N/A/
15/32" Plywood
-101.OPSF
6
1.5" 24ga. Gulf Snap
1.5" Gulf Snap 24ga. 16" Wide Roof
04/122024
Yes
Yes
N/A
+N/A/
Panel over 15/32" Plywood
-116.OPSF
7
1,5&qud; 24ga. VersaLoc
1.5&qud; VersaLoc min 24ga. 16" wide Roof
04/122024
Yes
Yes
N/A
+N/A/
Panel over 15/32" Plywood
-123.5PSF
8
2" 24ga. Megal-oc
Min 24 Ga. 2" MegaLoc 18" wide Roof
04/122024
No
Yes
N/A
+N/A/
Panel over 15/32&qud; Plywood
-108.5PSF
9
24 Ga. Gulf Lok
Min 24 Ga, Gulf Lok 16&quok Wide over 15/32"
04/122024
No
Yes
N/A
+N/A/-96.7PSF
Plywood
10
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel
04/122024
No
Yes
N/A
+N/A/-93.5PSF
war lx4 Wood Purlins over 15/32&qud; Plywood
11
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock,
04/122024
No
Yes
NIA
+N/A/
18&qud; Wide Roof Panel over 15/32" Plywood
-108.5PSF
12
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Rod Panel war 15/32&qud;
04/122024
Yes
Yes
N/A
+N/A/
Plywood
-156.5PSF
13
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp war 15/32&qud; Plywood
041122024
No
Yes
N/A
+N/A/-131.PSF
14
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood
04/122024
No
Yes
N/A
+N/A/
Purlins over 15/32& ud; Plywood ood
q
-156 5PSF
15
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over
04/122024
Yes
Yes
N/A
+N/A/
15/32" Plywood
-161.OPSF
16
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over
04/122024
No
Yes
N/A
+N/A/-615PSF
15/32" Plywood
17
26 Ga. GulfPBR
Min 26 Ga. Gulf PBR Roof Panel war 15/32&qud;
04/122024
No
Yes
N/A
+N/A/
Plywood
-154.7PSF
Florida Department of Business & Professional Regulation
Page 2 of
Building Codes and Standards
328/2018
Product Approval Application Detail
Quality
Assurance
Approved for Use
Approved for Use
Impact
Design
Sea #
Product Model. Number or Name
Product Description Contract
ExDlratlon Date
In HVHZ
Outside HVHZ
Resistant
Pressure
18
26 Ga, GulfPSR
Min 26 Ga GulfPBR Roof Panel over 1x4 Wood
04/122024
Yes
Yes
N/A
+N/A/
Purlins over 15/32" Plywood
-151.7PSF
19
26 Ga. GulfPBR
Min 26 Ga. Gul1PBR war 15/32 not Plywood
& pod
q Y
04/122024
Yes
Yes
N/A
+ N/A/
-154.7PSF
20
28 Ga. GulfPBR
Min 28 Ga. Gu)fPBR over 1x4 Woo Purlins over
d o
04/122 24
0
No
Yes
N /A
+ N/A/
15/32&quok Plywood
-151.7PSF
21
26 Ga. GulfRib
Min 26 Ga. GUIfRIb over 1x4 Wood Purfins over
04/12/2024
No
Yes
N/A
+N/A/
15/32" Plywood
-164.2PSF
22
26 Ga. GulfRlb
Min 26 Ga. GUItRlb over 15/32&qud; Plywood
04/12/2024
No
Yes
N/A
+N/A/
-159.2PSF
23
26 Ga. GulfRib
Min 26 Ga. GuifRlb over 15/32&qud; Plywood
04/122024
Yes
Yes
N/A
+N/A/
-159.2PSF
24
26 Ga. GUlfRlb
Min 26 Go. GUIfRlb over 1x4 Wood Purins war
04/122024
Yes
Yes
NIA
+N/A/
15/32" Plywood
-164.2PSF
25
29 Ga. GulfRib
Min 29 Ga. GulfRib over 1x4 Wood Purlins over
04/122024
No
Yes
N/A
+NIA/
15/32" Plywood
-123.5PSF
26
29 Ga. GLIfRib
Min 29 Ga, GUItRlb over 15/32&qud; Plywood
041122024
No
Yes
N/A
+N/A/
-146.OPSF
27
29 Ga. GulfRib
Min 29 Ga. GUItRIb over 1x4 Wood Purlins war
04/122024
No
Yes
N/A
+N/A/
7/16&qud; O.S.B.
-101.OPSF
28
29 Ga. GUIfRlb
Min 29 Ga. GuRRib over 7/16" O.S.B.
04/122024
No
Yes
NIA
+N/A/
-11 &O PSF
Search Criteria
Code Version:
2017
FL #: 11651
Application Type:
ALL
Product Manufacturer: ALL
Category:
ALL
Subcategory: ALL
Application Status:
ALL
Compliance Method: ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name: ALL
Product Description:
ALL
Approved for use In HVHZ: ALL
Approved for use
outside HVHZ:
ALL
Impact Resistant: ALL
Design Pressure:
ALL
Date From: ALL
Date To:
ALL
Code
Entity or
Date Date
Date Pendlna
Doe
Z= Version
Manufacturer
Contact Enalneer&License
Validated By
Validated Submitted
FBC Approval
Approved
Status
Revision 2017
Smart Vent Products, Inc.
Michael Graham Hermes F. Norero P.E.
Locke Bowden P.E.
08/172018 08/172018
08232018
10/08/2018
Approved
Category: Structural Components
(877) 441-8368 PE-73778
(334) 300-1800
SuloCaegory: Products Introduced as a Result of
info@smadvent.com
New Technology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
-TL#5622R7 .Products
_
- ,.
,, " ,'.
-
-
,
Quality Assurance
Approved for Use Approved
for Use
Impact
Deslon
Sea #
Product Model. Number or Name
Product DescrlDtlon
Contract EzDlrallon Date
Ip,jjjQjj
Outside HVHZ
Resistant
Pressure
1
SmartVent Model #1540-510
Dual Function Flood and Ventilation Vent
1213112020
Yes
Yes
NIA
-1001-100
2
SmartVent Model #1540-511
Dual Function Flood and Ventilation Vent
12/312020
Yes
Yes
N/A
+100/-100
3
SmartVent Model #1540-520
Insulated Flood Vent
12/312020
Yes
Yes
N/A
-1001-100
4
SmartVent Model #1540-521
Insulated Flood Vent
12/312020
Yes
Yes
N/A
+100/-100
5
SmartVent Model #1540-524
16" Garage Door Flood Vent
12131/2020
Yes
Yes
N/A
WA
6
SmartVent Model #1540-570
Wood Wall Insulated Flood Vent
12/312020
Yes
Yes
N/A
+1001-100
7
SmartVent Model #1540-574
14.5&qud; Garage Door Flood Vent
12/312020
Yes
Yes
N/A
N/A
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12/31/2020
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12/31/2020
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12/31/2020
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12/31/2020
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12/3l/2020
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HU216
FL10856.4
FL1085&5
ESR 2549
ESR 2549
12/31/2620
12/31/2020
HD216-3
FL17232.3
ESR-3445
12/31/2020
HU216-3
FL10856A
ESR 2549
12/31/2020
HD26 _...,,.
HD28 2
FL17232.2
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FL17232.3 _
ESR-3445
..__ ..___.... ..... ..... ESR 3445
12131/2020
12/3l/2020
HU26
HU28-2
FL108W3
FL10856.4
ESR-2549
ESR 2549
12/31/2020
12131/2020
HD410
FL17232.4
ESR-3445
12/31/2020
HU410
FL10856.9
ESR-2549
12/31/2020
HD412
FL17232.4
ESR-3445
12/31/2020
HU412
FL10856.9
ESR 2549
12/31/2020
HD610_
--
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_FL172_32.4__
-.-- FL17241.7
ESR-3445
- -- -- ESR-3444
12/31/020
2
12/31/2020
HU610
HUCQ410
FL10856.10
FL11468.11
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SIM2008 04
12/31/2020
12131/ 020
2
HGA10
FL17699.1
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12/31/2020
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SIM200803
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.. .. . .. ...
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FL17699.1
. .......... .... ...... .......__....
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Evaluation Report
....... .. ......... ...
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12131/2020
...........
12/31/2020
HGAM10KT
HCP2
FL11470.4
FL104472
SIM200803
ESR-2551
12/31/2020
12/31l2020
HTA16
FL17680.4
Evaluation Report
12/31/2020
HETA16
FL11473.5
SIM200802
12/31/2020
HTA20-18
FL17680.4
Evaluation Report
12/31/2020
HETA20
FL11473.5
SIM200802
12/3l/2020
HTT16
FL17324.2
Evaluation Report
12/31/2020
HTT16
FL11496.1
ES-0130
12/31/2020
_..._. _
HTT45
- - ---- ...--- ---........
FL17324.2
- - --_._.._.. - - -I-- - - -
Evaluation Report
--------
12/31/2020
HTT22
FL11496.1
ES-0130
----
12/31/2020
HTW16
FL17244.8
ESR-3455
12/31/2020
HTS16
FL10456.22
ESR2613
12131/2020
HTW20
... .... ._......
HTW24
FL17244.8 ........ .._.....
FL17244.8
ESR 3455
ESR-3455
12/31/2020
.. ..,._...
12/3112020
HTS20
HTS24
FL10456.23
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ESR-2613
ESR2613
1_2131/2020
12/31/2020
HTW30
FL17244.8
ESR-3455
12/31/2020
HTS30
FL1045&26
ESR-2613
12/31/2020
HTWM16
FL6223.2
Evaluation Report
12/31/2020
HTSM16
FL11473.11
SIM200802
12/31/2020
HTWM20
--- - ---- .. . .
HUI T2
FL6223.2
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---------- - . ..._.._ _._.._. _....... .....
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HTSM20
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ESR2613
12/31/2020
- - - -...--
12/31/2020
HUGT3
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Evaluation Report
12/31/2020
HGT3
FL10456.19
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12/31/2020
HUS210-2
- .....I...
HUS212-2
FL17232.6 ..._....
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12/31/2020
12/31/2020
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FL10856.11
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12/31/2020
12/31/2020
HUS26
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12/31/2020
HUS26
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12/31/2020
HUS28
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12/31/2020
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12/31/2020
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12/31/2020
JL26
FL17232 7
ESR 3445
12/31/2020
LU26
FL10655,104
ESR2549
12/31/2020
JUS210-2
.... .......... ........
JUS24
_ FL17232 11
_ ...
FL17232.10
ESR 3445
....... ........ ...---- .......... ...__.._ .........
ESR-3445
12131/2020
__...---------...
12/31/2020
LUS210-2
WS24
FL10655.107
FL10655.109
ESR-2549
ESR 2549
...... 12/3l/2020
12/312020
JUS26
FL17232.11
ESR-3445
12/31/2020
LUS26
FL10655.111
ESR-2549
12/31/2020
JUS26-2
FL17232.11
ESR-3445
12/31/2020
LUS26-2
FL10655.112
ESR2549
12/31/2020
JUS28
RIS46
FL17232.11
FL17232.11
ESR-3445
ESR-3445
12/31/2020
12/3l/2020
LUS28
WS46
065 .
FL1 5113
FL10655.118
ESR2549
ESR2549
12/31/2020
12/31/2020
KLEG3
FL17241.15
ESR-3444
12/3112020
LEGS
FL10667,71
ESR2615
12/31/2020
... KST260
_LSTA12,...........
FL17244.... 15
FL17244.18
ESR-3455
- - ESR-3455 _...._
12/31/2020
1213112020
MST60
LSTA12
FL10852.7
FL10852.4
ESR2105
ESR-2105
12131/2020
12/31/2020
LSTA15
FL17244.18
ESR-3455
12/31/2020
LSTA15
FL10852A
ESR-2105
12/31/2020
LSTA18
FL17244.18
ESR-3455
12/31/2020
LSTA18
FL10852.4
ESR-2105
12/31/2020
LSTA24
......_... _...... ----
LSTA30
FL17244.18
- _._. _...... .
FL17244.18
_ESR-3455_ _ _
ESR-3455
12/31/2020
. ...._'-------._.
12/31/2020
LSTA24
LSTA30
FL10852.4
FL10852.4
ESR-2105
ESR2105
12/31_/2020
12/31/2020
LSTA36
FL17244.18
ESR-3455
12/31/2020
LSTA36
FL10852.5
ESR-2105
12/31/2020
... LTS19
_ LT520B
FL17219.2
FL17219.2
ER 0200
__ ER-0200
12/31/2020
12/3l/2020
LTT19
LTT20B
FL11496.3
FL11496.3
ER-130
ER 130
12/31/2020
12/31/2020
LTT131
FL17219.2
ER-0200
12/31/2020
1 171`131
FL11496.3
ER-130
12/31/2620
LTW12
FL17244.8
ESR-3_455
1213_1/2020
LTS12
FL10456.29
ESR-2613
12/31/2020
LUGT2
.... ----......._.. ----
MP3
FL17240.2
.... - ._
FL17244.22
_ __ _
. _ _- _ ESR-3447 _
- ESR 3455 -
12/3l/2020
1?J3112020
LGT2
LS30
FL11470.7
FL10446.15
SIM200803
ESR-2606
12/31/2020
12131%2020
MP34
FL17244.23
ESR-3455
12/31/2020
A34
FL10446.3
ESR-2606
12/31/2020
MP4F
M.p5._._....._................_......................._.....-_._.-FL17244.22
FL17244.24
....................................._.-...
ESR-3455
.-............_.__...---............_..............._...._.........-.---._..._.__,_.___............._.._......._-.__...._...._._.........._._.._._.................................._._..................._......._...
ESR-3455
12/31/2020
12/31/2020
LTP4
LS50
FL10446.19
FL10446.16
ESR-2606
ESR-2606
12/31/2020
12/31/2020
MPH3516
FL17240.3
ESR-3447
12/31/2020
WMI416
FL10667.86
ESR2615
12/31/2020
MSTA12
FL17244.18
ESR-3455
12/31/2020
MSTA12
FL10852.8
ESR 2105
12/31/2020
MSTA15
........... .......__-_-.......-....--_.......----......_-..........._......._...._...-.,....-..._
MSTA18
FL17244.18
-- --
FL17244.18
ESR-3455
_----..._............._...._...._.....__._......._............_........._._........__..-_...._......_......_...__..._..__.._..
ESR-3455
12/31/2020
12/31l2020
MSTA15
MSTA18
FL10852.8
FL10852.9
ESR-2105
ESR 2105
12131/2020
_......_._.__...... -
12131/2020
MSTA24
FL17244.18
ESR-3455
12/31/2020
MSTA24
FL10852.9
ESR 2105
12/3l/2020
MSTA36
_ ......... .........
MSTC40
FL17244.18
_..-_ _ ........
FL17244.26
ESR-3455 _
ESR-3455
12/31/2020
..
12/31/2020
MSTA36
MSTC40
FL1 8 2.9
0 5
FL10852.11
ESR-2105
ESR-2105
12/31/2020
12/3112020
MSTC52
FL17244.26
ESR-3455
12/31/2020
MSTC52
FL10852.11
ESR 2105
12131/2020
MTW12
FL17244.8
ESR-3455
1213112020
MTS12
FL10456.33
ESR2613
12/31/2020
--`-....------ -'mt;V�i� ........
MTW16
-------- '- '- - -- '- - -
FL_17244.8
_ _
ESR-3455
12/31/2020
MTS16
FL10456.34
ESR-2613
-.---"--
12/31/2020
...................._.. -''" -'-----.................._.
MTW18
_ -----
FL17244.8 -
-----_._.......'--....._.__...................._._.......'-......._.._._......._.._.__.............._.........__......................._....._._
ESR-3455
12/31/2020
MTS18
FL10456.35
ESR-2613
.__..._._._.-..-._._.._..........
12/31/2020
MTW20
FL17244.8
ESR-3455
12131/2020
MTS20
FL10456.36
ESR-2613
12131/2020
MUGT15
NFM35X12
FL17240.5
FL578.2
. .......-p---- - -. - ._...........
Evaluation Report
_---___._,.
12/31/2020
MBHA3.56111_25
FL13904.6
ESR-2616
...... ....._-.-
12131/2020
NFM35X16U
FL578.3
Evaluation Report
12/31/2020
MBHA3.56/16
FL13904.6
ESR-2616
12/3l/2020
PAU44
FL17239.13
ESR-3449
1_213112020
HDU2-SDS2.5
FL10441.4
ESR-2330
12/31/2020
PAU66
FL17239.13
_ _
ESR-3449
12/31/2020
GLTV3.516
FL10667.8
ESR-2615
12/31/2020
PHD2A
FL17219.3
ER 0200
12131/2020
FGTR
FL11473.2
SIM200802
12/31/2020
PHXU3516
FL17241.20
ESR-3444
12/31/2020
CS16
FL10852.1
ESR-2105
12/31/2020
RFUS
._. .,. _......... ......... .................
RS150
FL6223.5
-._.-_.. --------__-.
FL17244.27
Evaluation Report
-... __ . ...'--__ _.. ......_ .. ......... .........
ESR-3455
12131/2020
.... ...
12/31/2020
H1
H10
FL10456.5
FL10456.6
ESR-2613
ESR-2613
12/31/2020
12/31/2020
RT15
FL17236.3
ESR-3448
12131/2020
H10-2
FL10456.7
ESR-2613
12/31/2020
RT16-2
FL17236.2
ESR-3448
12/31/2020
H10A
FL10456.6
ESR-2613
12/3l/2020
.... .-__.--__ �_.___... _ .._
RT16A
_-..._ ___.-._.__. ..-___-.._-_
FL17236.2
_ ..
ESR-3448
12/31/2020
H3
F 104
L 56.13
ESR-2 1
6 3
12/31/2020
RT3A
FL17236.3
ESR-3448
12/31/2020
H4
FL10456.14
ESR-2613
12/31/2020
RT4
FL17236.3
ESR-3448
12/31/2020
H5
FL10456.1 5
ESR-2613
12131/2020
RT5
FL17236.3
ESR-3448
12/31/2020
H2.5
FL10456.11
ESR-2613
12/31/2020
.... ._.-_...... .._-_-._-.... ..
RT7
.......... ... ..
FL17236.3
..:"' "---.__ ...._...... ._: .. .......
ESR-3448
..... ........
12131/2020
H2.5A
FL10456.12
ESR2613
1?131/2020
RT7A
FL17236.3
ESR-3448
12/31/2020
H8
FL11470.3
SIM200803
12/3l/2020
RTBA
FL17236.3
ESR-3448
12/31/2020
SP1
FL10456.41
ESR-2613
12/31/2020
SPT22
-------- --- -
FL17244.30--- -
------ ------------- -..._.
ESR-3455
___.-_.__._
12/31/2020
SP2
FL10456.42
ESR-2613
12/31/2020
SPT24
FL17244.31
ESR-3455
12/3l/2020
SP4
FL10456.43
ESR-2613
12/31/2020
SPT4
FL17244.32
ESR-3455
12/31/2020
SP6
FL10456,44
ESR-2613
12/31/2020
SPT6
SPT8 --
FL17244.32
-.. --FL17244.32
ES_R-3455
_--ESR-3455 _.___._..
12/31/2020
12/31/2020
SP8
SPH4
FL10456.45
FL10456.46
ESR 2613
ESR 2613
12/31/2020 1.1
12/31/2020
SPTH4
FL17244.32
ESR-3455
12/31/2020
SPH6
FL10456.47
ESR-2613
12/31/2020
SPTH6
.__ .. _.. .__.._.. - --'-
SPTH8
FL17244.32 _
----' --`-----` " -- - ..-
FL17244.32
ESR-3455
....
ESR-3455
12/31/2020
12/31/2020
SPH8
U24
FL10456.48
FL10655.141
ESR-2613
ESR-2549
1_2J3l/2020
12/31/2020
SUH24
FL17232.13
ESR-3445
12/31/2020
HHUS28-2
FL10655.3
ESR-2549
12131/2020
7HD28
FL17232.16
ESR-3445
12/3l/2020
HHUS410
FL10655.4
ESR2549
12/31/2020
THD28-2
___.THD410.......__...._..........._
FL17232.16
FL17232.16
ESR-3445
ESR-3445
/12
.1.....2.I....3...1.....1..2......0..20
12/31/2020
HGUS5.251
HGUS414
F 114
L 68.11
FL11468.10
SIM 200804
SIM200804
1231/ 020
2
12131/2020
THD412
FL17232.16
ESR-3445
12/31/2020
HDQ8SDS3
FL10441.1
ESR-2330
12/31/2020
THD612
FL17232.16
ESR-3445
12/31/2020
MSTAM24
FL11473.19
SIM200802
12/31/2020
...... ___._--_-----_...._-..
THDH414
...._-___-__.__---._-_-_
FL17232.17
---____--___.__--_____-...__....__................._._.._.... _._......._.._.-_..._...-.....-._-.
ESR-3445
12/31/2020
MSTAM36
FL11473.19
SIM200802
12/31/2020
UGTS3F
FL2033.1
Evaluation Report
12/31/2020
MSTCM40
FL11473.19
SIM200802
12/31/2020
UPHD8
FL17219.5
ER-0200
12/31/2020
HHETA20
FL11473.9
SIM200802
12131/2020
LGT3-SDS2.5
FL1147U
SIM200803
12/31/2020
.... . ........ . _....- ... -- .-'
-.. ..........._..................._ ....-'
.----_ ---- _--'-.. -_ .. .. _..-_.- - ......-. .....-.._.._.
LGUM26-2
FL11473.12
SIM200802
12/31/2020P--
i
.
I
I
May 27, 2020
PRODUCT APPROVAL SPECIFICATI
ON SHEET
201
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Cate gory/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
A. SWINGING
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.0/-67A psf
12/31/2021
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.6
+67.0/-67.0 psf
12/31/2021
ThermaTru
Firber Classic and Smooth -Star NON-IMPAC
( T}
FL20461.9
67.0/-67 0 sf
p
2! 1
1 3 /2021
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.14
+67.0/-67.0 psf
12/31/2021
ThermaTru
Classic -Craft and Benchmark
FL15225.1
+ 67.0/-67.0 psf
p
1 3 / 1
2/ 1 202
ThermaTru
Smooth -Star and Benchmark
FL15225-5
+67.0/-67.0 psf
12/31/2021
ThermaTru
FiberClassic, Smoothstar, ClassicCraft, Rustic
FL7640.1
+67.0/-67.0 psf
12/31/2021
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
12/31/2020
PGT
Series 5570
FL251.10
4/14/2021
C. SECTIONAL
Clopay Building Products
Residential WindCode Doors W5 (8X7)
FL15279.37
+30.0/-32.0 psf
5/21/2028
Clopay Building Products
Residential WinclCode Doors W5 (16)7)
FL15279.53
+30.0/-30A psf
5/21/2028
Clopay Building Products
Residential WindCode Doors W6 (8X7)
FL15279.85
+38.0/-42.0 psf
5/21/2028
Clopay Building Products
Residential WindCode Doors W6 (16X7)
FL15279.102
+37.0/41.0 psf
5/21/2028
D. METAL LOUVERED DRS
Curries Division ofAADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL11537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+50.0/-55.0 psf
10/8/2023
PGT
Series 5500
FL239.7
7/30/2020
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+40.0/-50.0 psf
2/16/2024
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+40.0/40.0 psf
4/3/2023
PGT
Series 5520
FL243
4/3012020
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
12/31/2020
PGT
Series 5500
FL261.1
N/A
5/26/2021
E. OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
A. SIDING
N/A
12/31/2020
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272.2
+70.0/-70.0 psf
12/31/20120
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
WA
12/16/2022
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328.6
N/A
10/18/2021
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/31/2020
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
N/A
7/10/2021
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2020
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
12/31/2020
F. METAL ROOF
Gulf Coast Supply & Manufacturing, LL
0.032" Aluminum GulfLok 16" wide roof panel
FL11651.2 R3
N/A
4/12/2024
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
12/31/2020
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
WA
12/31/2020
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
.
. -_. .. , _, _-.___---______ _._. ___. ____
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12/31/2020
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
1/1/2023
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
WA
3/31/2021
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
5/21 /202 2
Commercial Concrete Products, Inc
High Strength Concrete Lintels
FL1774
N/A
5/25/2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following _ _
information must be available to the inspector on the jobsite- 1) copy of the product approval, 2)
:-__,_...._____ ....._._._-._,_,_._,.-...._ ___ -'_ __,.__...-------- --....._,._- _..____. , _. ------ --.._._.-..- -----.._ _..____-.-_ ..___._..--_.._._ .__. ___ -__.`_- __.._._ __- ....__.....___ ...._....--- __...__
___. _,. ._,___ __..,..._._. �..__.�____. I '
___.___.____._ ..._._._....�__._.. -_.. -__._ v ...,,-.,..___ _._.... -._....,-_-..._,-_-_._-. _ _ ___,_..._._-.___ .,. . _ ..._ ._..._.__-.._ __- _ _-____-.. _..__._ _......,__.. -
i__-__..._.-..,.-_. ,...._._...- __-_.......... .. ..i_.:._... ,____._-.,__-._...._..--._..._._-__-__,___-,_..,..,._. ,._.-..--..___ .-,-,.__., _.-,..-_.,. _.___.-.._-.w_-__......__._._. _,-____..,_, _ _ _ _ _ _ _ _- ,_.._..
_ _.
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SHEET NO.
PA 1.0
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a
Florida Department of Business & Professional Regulation
page 1 ora.
Building Codes and Standards
12/1Z2016
Product Approval Application Detail
Sgg4
Entirror
Rius< J7.efE
Data Pendfno
11(a2 version
manufacturer
Contact. Enalneer&Licehae YalldatedBw
Validated submitted
FBCAomoval
Acorored
atatul
Revision 2017
Therm&TN Corporation
p
Rick h o n F Sch dt P
Wrtg t Lyndon ml .E. Ryan J. King, PE
10/152017 077t?R017
107782017
121122017
Approved
Category: FAIrler Doors
(419)298-1740 PE-43409 (813)767.6665
Subcategory. Sringing Exterior Door Assemblies
rickw m1odgconsultams.
Compliance Method: Evaluation Report from a
Co.
Florida Registered Architect or. Licensed Florida
Professional Engineer
sans
P duel Model Number sr Name
Ou 11! A nnoe
Product0escriollon Contract ExninitonData
A roved for Use A
Ahika OutsideKyHZ
roved for Use
Inigggt
Resistant
Past,¢
Cus-
I
a. TherrnaTru Flber-Classic and Smooth -Star
Nominal 6&a39;6&gwf;Non4mpusc1&qu0t, Opaque 12/312020
No
Yes
No
Nhk
Composite Edge Fiberglass Single Dow
(Imming/Ouls Ming; X configuration)
6
f. Thera -Tan Fiber-C)assic andSmooth-Star
Nominal 8&*39;0 qual,Non-Impact quot Opaque 12/312020
No
Yes
No
N/A
Composite Edge Fiberglass Single Door
(Inr;Wng/Outswirg; X con8g0rstien)
9
I, Thermc,Tru Fbar-Clessicand SmodMSler
Nominal 6MV;S "No Impact&quo; Glazed 12r312020
No
Yes
No
WA
Composite Edge Fiberglass Single Dow
(Inwring/OuIuMirg, X configuration)
14
a. Therril Flber-Classlq and Smooth -Stair
Nominal 8&N39;0&quddton-Impact". Glazed 12JZ112MG
No
Yes
No
NIA
Composite Edge Fiberglass Single Door
pnswing/OldsMilg; X configuration)
Florida Department of Business & Professional Regulation
Page:2 of
Building Codes and Standards
1202020
Product Approval Application Detail
EL#Y.5332:R`5
wdtwms% �
Quail,
Assurance
Aperovedfa Use
.Approved for Use
Impact
O Stan
Sea#
Product III Number or Nam.
Product Description Contract
Expiration Daze
In HIV
Outside HVHZ
Resistant
Pres__ure
1
SERIES 420ALUMINUM SGD
SERIES 420 ALUMINUM SGD OXO
12/3t2020
No
Yes
No
N/A
145-3/4&quw;x80&quol; NON -REINFORCED
2
SERIES 420ALUMINUM SGD
SERIE5420 ALUMINUM SGD OX, XO, XX
1213112020
No
Yes
No
WA
06&quwx80" NON -REINFORCED
3
SERIES 420. ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OXO
121312020
No
Yes
No
N/A
145-3Po"x9S&quol:
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5
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No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Appilcation Detail
page l oft
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FL HIW4t7
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1 807, 707, 727, 747, and $47 single and Palm of Doors Flush, Glued, and Louvered single and palm of 121312025 Yee Yee Yea WA
boom meal doom.
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Page 2 af2
Building Codes and Standards
12a2020
Product Approval Application Detail
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06/042019 06t042019
06p72019 Approved
Category: Windows
(717) 365-3300 Manufacturers Assoelstim (717) 317-8454
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batimge (lim4d.com
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Quality Assurance Ao«owd for Use Approved for Use. Impact Design
Contract Exalratim Dale In HYXZ outside HVHZ R Resistant Pressure
04/032023 No Yes No-60/-60
Florida Department of Business & Professional Regulation
Pap I of I
Building Codes and Standards
1/61201e
Product Approval Application Detail
FLAZMDM
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rafter
20 20 Das.andim go
mm versions Modulo
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10118=17 10118=17 101=17 12(1212D17
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Exterior Doom
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Building Codes and Standards
Product Approval Application Detail
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Category: PanelWith (NO) 3404027 PE•2N21 (352) W7.2fi28
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papal of I
Building Codes and Standards
115I2018
Product Approval Application Detail
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PSF
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Building Codes and Standards
Product Approval Application Detail
Page 2 0}3
IM2020
$ea #. Product Model, Number or Name Product Deseflotion Contract FxD]Mlw Daft In HVHZ Outside HVHZ Resistant Pressure
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 2of2
5272020
Code witty w Data Data Data Pendlna Date
MIN vemmn Manufacturer Contest Emmrer&Ucense Validated 8V validated Submitted Fec Anarchist Apgrowad status
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Building Codes and Standards 12n12020
Product Approval Application Detail
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Florida Department of Business & Professional Regulation page 1 of 1
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Product Approval Application Detail
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Florida Department of Business & Professional Regulation Page I of I
Building Codes and Standards 1152D1e
Product Approval Application Detail
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Building Codes and Standards +ramie
Product Approval Application Detail
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Category: Extoller Doom (513)770,8052 Inc. (513)51&8588
subCabgery: Sectional Exterior Door Assemblies mwvsardleMedopay.cohn
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page l of 1
Building Codes and Standards
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Product Approval Application Detail
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Building Codes and Standards
Product Approval Application Detail
paps 1 of 1
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Building Codes and Standards
Product Approval Application Detail
Rep.1 of 1
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Product Approval Application Detail
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Product Approval Application Detail
page 1 .11
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Building Codes and Standards lrM2020
Product Approval Application Detail
Code
Entity or
= We Date Pandmd
22
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Manuadurer
Camad EndneerBLicenee
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Valldatetl Submitted FBC Aooroval
rove status
Revision 2017
GAF
Michael Stieh Robert Nieminen
Jahn W. Knezevich, PE
12/112019 121112019 12/182019
ding FBC Appn
Category: Roofing
(800) 766 3411 PE-59166
(954) 772-6224
Subcategory: Asphalt Shingles
mstieh@gaf.com
Compliance Method: Evaluation Report from a
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1
GAF Asphalt Roof Shingles
Fiberglass reinforced 3-tab, laminated, 5-tab and
12/162022
No Yes
N/A N/A
hiphidge asphalt shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Sego! New or
mm Ymkn 119aIdMhlm[ Emlt9aaLlana vNld.bee
Revision 2017 LV. Thompson, Ins. dintThompson Ardribqual Tony Chde fro n Zachary R. PlantLodrs Bowden
Malals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-180o
Category: Roofing tony®gonehkootirg.com
Subcategory: Roofieg Accessories that are an
tnbgrodPart oll"Roofing system
Oompitence Method: Evaluation Repoli from a
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3 TAMOO Offaidge Roof Vint with Babb 28 ga. ataw roof ventilator with Integrated b1 M 08AB2028 Yes Yea WA WA
Florida Department of Business & Professional Regulation
Page I oft
Building Codes and Standards
120/2020
Product Approval Application Detail
cads
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get gate
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Do
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Gary
10/ 8 01 0
1 2 7 1 /062017
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(801) 3BO-6091 Services LLC. (205) 854-0160
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RcblrAnderson@bora(.co
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Flat Profile - Stockton, CA 12/312020
No
Yes
N/A
N/A
Split Old English Thatch
18
Saxony BOO- Country Slate, Shake &$lete
Flat Profile - Henderson, NV 12/312020
No
Yes
N/A
N/A
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Saxony 900- Country Slate, Shake, State& Spin
Flat Profile -Lake Wales, FL 12/31/1020
No
Yes
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N/A
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category: Srueural canponenb
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c■tegm: structural CompoMna
Subcategory: Tnaa Phase
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Product Evaluation Endly
PW1974b Product
Egd Product MOM. Number of tams
2 MII1s
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page / of 1
120/2020
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of t
1152o1e
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
RA16818-RS
go 2111 Dab Parishes Ralit rage t:ntm a
1�AtaAa9oAt" lm 9dm9t Validated Be
10M0I2017 10f10/2017 10/17=17 12fl22017 Approved Revision 2017 LV. Thompson, Inc. dt a Thompson Ardiftedura( Tony Christman Zachary R. Print Locke Bowden
Malals Company (TAMCO) (813) 24544% PE-74021 (334) 300-IOW
Cereal Roofing tony®gomebiroolmi.com
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Florida Department of Business &Professional Regulation Pop +al
Building Codes and Standards 1/5=1
Product Approval Application Detail
13 Moral
Sed9 EMih, or
71$ Version a Li- Y rot
Revision 2017 L.V. Thompson, Inc. dba Thompson ArCiibqual Tony Chrbtnon Zadnery R. Pneal Lodes Bowden
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Category: Roofing teny®panetekoofing.com
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abgral Pan orate Roolirg System
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FLMSMRI
220
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RWVWW 2017 Florida Metal Products Inc.
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Florida Department of Business & Professional Regulation
Page 1 cf 1 1
Building Codes and Standards
1172019
Product Approval Application Detail
Code
EmIN or
Data Data Date Penclim
Dale ;
T Verson Manufacturer
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Andrew Carer James L. Buckner, P.E. Steven M. Urich, PE
04/092018 12tl 82017 04/152018
06/122016 Approved
Category: Roofing
(501) 982-6511 PE-31242 (717) 317-8454
Subcategory: Roofing Accessories that are an
acarter@lomenco.com
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No Yes
No +97.5L97,5
Mechanically Attached to Piyaood Deck.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pages i of I
1202020
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1202020
Qk
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Tim Robinson Welter A. Tlllit Jr., P.E. John W. Knszevich, PE
09MI32017 08/312017
09111/2017
12M 22017
Approved
Revision 2017 Al American Shutters and Glass
Mike Beirbied Frank L. Bennardo RE Tr Bishop, P.E.
Troy P,
10/1 82018 10/182018
10232018
12/112018
roved
Approved
PI.II rt 2017 rrW Building Comporanb Group Inc.
Category: Shifters
(954) 689-7545 PE-44167 (954) 772-6224
Category: Shutters
(561) 712-9882 PE-0046549 (954) 947-0880
cry, Structural Components
Subcategory: Storm Panels
Ilm.ropinson@gppent.com
Subcategory: Storm Panels
mikeb@allamericanshutte
Subcategory: Toles Pkft
Cortpliance Method: Evaluation Report from a
Compliances Method: Evaluation Report from a
rs.can
Compliance 8letlrod: EvalutUm m Report froa
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1 24ga Galvanized Steel Storm Panels
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yes
Yes
Yes
N/A
Florida Department of Business & Professional Regulation
Page I or I
Florida Department of Business & Professional Regulation
Pep. I of I
Building Codes and Standards
1152018
Building Codes and Standards
115=11,
Product Approval Application Detail
Product Approval Application Detail
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Stuart Lewis ICC Evaluatonn Service, LLC Wllram M. Ranieri, PE OWIW017 09A)72017
0921r2017
Approved
Revision 2017 ITN BuiMkg Components Group Inc.
(847) 918.8473 (407) 8s1-ten
plte9ory: Structural orompenmts
(947) 918$473 (407) 681-1917
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sbwls®ayrineKw.com
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WA
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Florida Department of Business & Professional Regulation Pop I of I
Building Codes and Standards 1/6rm+a
Product Approval Application Detail
Ftms7.w
Units or 20 20 Dole Panama 20 226
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(314) 851.7480 LLC. CW9ory: Structural Components
dwerlQmil.com (205) 699.9800 Subcategory: Tnna Phan
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FLNIOY-M Pmdueb
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product onedoomCoNreetEmlratlonOw In HVHZ outside Rubin ! Pryum Eat PNWAMDM.Nmin WNeres
16 ga. tun connector PIM 01/012023 Yee Yee WA WA 3 MTISHS
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Florida Department of Business & Professional Regulation Page 2 of
Building Codes and Standards i202020
Product Approval Application Detail
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(253) 924-6476
(608) 839-3288
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03/312021
No
Yes
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N/A
2
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Parallel Strand Lumber
03/312021
No
Yes:
NIA
WA
3
TlmberStrand LSL
Laminated Strand Lumber
03131/2021
No
Yes
N/A
N/A
4
TJ Rim Board
Structural Composite Lumber or Oriented Strand
03/312021
No
Yes
N/A
N/A
board Rim Board
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03/312021
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PLAT58-R12 Predicts
SaQ# Product Model. Number or Name
1 High Strength Concrete Lintels
Florida Department of Business & Professional Regulation Pape I of
Building Codes and Standards I/&20+8
Product Approval Application Detail
FL821974%
Enft w to 20 pm pmgpAo 20 9116
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(314) 851-7480 I.I.C. Category: Structural components
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1s ga. high stre regin auto connector pleb 01/012023 Yes Yes WA WA 4 MT20
Florida Department of Business & Professional Regulation Pagel a 2
Building Codes and Standards I20/2020
Product Approval Application Detail
Quality Aasaance Approved for Use Aporovad for Use ImpactDesign u �
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4,S8, and 12 inch wide lintels 05212022 Yes Yes NIA WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Papa I N I
i/62018
Einar or Rol 221a Dab ponam go
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product Infill Outside HVHZ Reelected P.mnum
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Plea i N I
115r2018
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Peg. I or1
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10222017
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(314) 851.7460 LLC.
eblvlaQephetiw.com
aubCategory: Tema Poles
de ert®mil.com (205) 59948M
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WA WA
1 1101188H8
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WA
WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pape 1 N 1
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20 ga. two connector plate olmir it Yes Yes WA WA 5 MT20119
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
1
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contact Ench raLicensed, mmmlbd&
Revision 2017 Comnardal Concrete ProMrds,lnc.
Robert Gi& THUY H. HUYNH John Hay
ColossalStructural Components
(813) O 3707 RE•80122 (352) 58"311
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application DetaU
Pegaldt II
1f52018
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dweartCumll.com (205) M4800
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Product Wrightson CaMmat EKOkOon Data In thfi Ti 4a■dl.t!n!!! Premium
20 go. high strength trios connector plate 0110i=3 Yee Yes WA WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page i of 1
6ra20z0
Cole
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Data
Type Version Manufacturer
C nfecf Engineer&License Validated By Validated Submitted FSC Aooroval
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Ra+ision 2017 Carpenter Co
Tracy Lane Miami -Dade 8CC0-CER Miami-Detle 8CC0-VAL iD/3020t8 10/25/2017
11/012018
Approved
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(863)687-9494 (786)315-2590
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N/A
WA
Search Criteria
Code Version:
2017
FL #:
14281
Application Type
ALL
Product Manufacturer:
ALL
Category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity ContractExpired:
ALL
Product Model, Number or Name:
ALL
Product Daeoriptlon:
ALL
Approved for use in HVHZ:
ALL
Approved for use outside HVHZ:
ALL
Impact Resistant:
ALL
Design Prassuret
ALL
Data From
ALL
Data To:
ALL
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