HomeMy WebLinkAboutENERGY CONSERVATION CODE DOC CHECKLISTi
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation ` -4
Simulated Performance Alternative (Performance) Method c�� 'VED
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Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
❑ This checklist
❑ A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
❑ Energy Performance Level (EPL) Display Card (one page)
❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
❑ Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
❑ A completed Envelope Leakage Test Report (usually one page)
❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
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Florida Building Code, Energy, Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3906 Dune Side Drive Permit Number: I
Fort Pierce, FL ,
MANDATORY. REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
1.3 Energy Performance Level (EPL) display card (Mandatory) The building official shall require that an energy performance level (EPL)
ay card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
.tion 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
)resold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
tiled in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
12.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
14402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(% (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
1 3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
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R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
siluare foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
MAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R492.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be 'substantially leak free' in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403;3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
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R4014 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MAG DATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
Beat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
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R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60oC).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
j Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION
AIRFLOW RATE MINIMUM
(CFM)
MINIMUM EFFICACY a
(CFM/WATT)
AIRFLOW RATE MAXIMU
(CFM)
Range hoods
Any
2.8 cfmAvatt
Any
In -line fan
Any
2.8 cfm/watt
Any
Bathroom, utility room
10
1.4 cfm/watt
<90
Bathroom, utility room
90
2.8 cfm/watt
Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calcui ation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to.a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters.. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test reportfrom an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
11 Portable spas (Mandatoryte energy consumption of electric -powered portable spas shall be controlled by the
ements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain, only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA -
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot32TarponFlatsModelB Builder Name: Phoenix Realty Homes
Street: 3906 Dune Side Drive Permit Office:
City, State, Zip: Fort Pierce , FL, Permit Number:
Owner. Jurisdiction: 661100
Design Location: FL, Fort Pierce
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
I.
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
requirements
Breaks or joints in the air barrier shall be sealed. '
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity with
sealed.
a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed.
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floojs
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
abo4e-garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl
space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls
Shafts,
penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow
cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage
separation
Air sealing shall be provided between the garage and conditioned spac
Bs.
Recessed
lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind ninuno and worina.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air•barder shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
aled
When required to be sealed, concealed fire sprinklers shall only be
L"Ie
ers
sealed in a manner that is recommended by the manufacturer.
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Caulking or other adhesive sealants shall not be used to fill voids
between fire sormnkler cover plates and walls or ceilongs.
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9/21/2018 9:50 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software
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Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
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FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot32TarponFlatsModelB
Street:
3906 Dune Side Drive
City, State, Zip:
Fort Pierce, FL ,
Design Location:
FL, Fort Pierce
Cond. Floor Area::
2687 sq.ft.
pe Leakage Test Results
m Data:
C: n: R:
ingle or Multi Point Test Data
Builder Name: Phoenix Realty Homes
Permit Office:
Permit Number:
Jurisdiction: 661100
Cond. Volume: 25070 cu ft.
HOUSE PRESSURE
FLOW.
�1
Pa
cfm
2
Pa
cfm
3
Pa
cfm
4
Pa
cfm
i
5
Pa
cfm
6
Pa
cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50) * :
*Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by
eithe 171
individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(1), (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
!During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
certify that the above envelope leakage
trice results demonstrate compliance
ida Energy Code requirements in
ice with Section R402.4.1.2.
TORE:
NAME:
1
9/21/2018 9:50 AM
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Proposal Data: 6129116, 9121118 Phone: 561.799.5900 x 105
Contractor. Phoenix Really Homes Fax:
Attention: Fran Donza Cell:
4451 St. Lucie Blvd.
Ft. Pierce, FL 34946
Ph: 772-409-1010
Fax: 772-409-1015
Project Name: The Strand Townhomes
Project Location: Indian River County
Price Expires: A-1 Index Program
SALES PROPOSAL
Current Price Shipped
Model,Unjt,Bldg within 60 Days
Exterior Unit (1 Story) (Price Per Unit) $5,133.50
Interior Unit (2 Story) (Price Per Unit) $6,162.01
A-1 Roof Truss Is The Delegate Truss Design Engineer And Not The Truss System Englneor. Please Refer to the Engineer of Record For All Truss System Analysis.
TAX & DELIVERY HAS BEEN INCLUDED IN THE PRICES ABOVE
Bid Notes Specific to this Proposal wf 0' ticrlt'to'beAdded to Total'
' µ""ConuueitlonofflaorglrtlerstoCMUquluoshangsonnectionn6yotham, E Hip Cate: INC Yes No
r
Prsllminarypdeebasedonproliminaryplanspdiesub)acltochango Seat Plates: INC Yes No
" Flndframingwllldlflarfromhaminpshownonplarriduetowf(etsin800r Beams: NONE Yes No
'ThamaronoLVls haadersorbeamalndudodinthlsprka Level Returns: NONE Yes No
Alitiusa to boadng wnneetlons Ate designed & supp8ed b7 others. . - All Options will be added to above Total at Invoice
61b,' BASED ON THIS DESIGN CRITERIA•
ALL DROPS BELOW BEAM ARE BY OTHERS" ' ^ iToorLoading: 'S5 PSF
Pricing is based on architectsupplying a cad file accurate to 1116" to bo used as an overlay Roof Loading: 45' . PSF
�.A.
for dimensioning of all bearing walls, plumbing and mechanical locations. Wind Lee in 1704) 'MPH
Standard lumber Is defined as #2 SYP chords  SYP webs. No treatment & non-FSC. Fioor6e6eetion (CUTE):; 36II1240:'
All bracing material Is designed, supplied and Installed by others. Roof
an (LL►ry: 304240
}ill lo01frig in the design ctiteria 6oxassumes thifel111haterial, sprinii and A1C Weights are included.
Extra loads not proV deid;attime of bid Wilk be lib eot to pritie"ad usttnent
No provisions are made in the trusses for high hats, AIC diffusers etc. H req'd Al must know prior to layout and we will adjust price accordingly.
No special spacing Is Included for decorative overhangs by others. If req'd Al must know priorto layout and we will adjust price accordingly.
Bottom chords of trusses must be braced. See final engineering for bottom chord bracing required by others.
2x4 roof trusses @ 24" o.c. Valley trusses are included. Truss to truss hangers are included. Standard lumber & G60 connector plates.
Hurricane clips, tie downs, beams, blocking, shear blocking, bridging, bracing, gable end oulfDokers, bolts, hip cats, valley to truss connections & seat plates are
not included. Hangers for truss to wood or concrete beams, truss to ledger & truss to structure are by others.
If flat roofs exist the truss top chord will be flat Pitch to allow for drainage of water Is by others unless noted otherwise on this quote.
4x2 FloorTrusses, 24 " deep @ 24 ' o.c. are included. Kneewall trusses are not Included. Truss to truss hangers are included.
Hangers for truss to wood or concrete beams, truss to ledger & truss to structure are by others.
Beams, blocking, shear blocking, bridging, bracing, and bolts are not included. Standard lumber & G60 plates.
If this Is for RESALE deduct local tax after A-1 receives a receipt of resale certificate.
Prepared by: Scott Evert , (for) Jordan Modine , A-1 Roof Trusses- Sales Rep.
Job # B51565 772-205-0520
Proposal based an plans by: Atelier d'Archaeetum (prelim notfor construction plane) , Dated: 08/31/16
Proposal includes delivery) freight to the jobalte, and is offered for acceptance by: 09/26/18
Prices will be firm for all products delivered within 60 days from the most recent proposal date.
It any I all product has not been delivered by this date, prices are subjectto change at dlactation of Seller.
Pricing attached to A-1 Index Program DATED: 10101118 @ $560
A-1 ROOF TRUSSES GENERAL TERMS AND CONDITIONS (SEE PAGE 2) ARE A CONDITION OF THIS CONTRACT.
BUYER'S SIGNATURE ON THIS SALES PROPOSAL INDICATES THE ACCEPTANCE OF ALL TERMS AND CONDITIONS.
Customer (Purchaser) Signature:
Title: Date:
A-1 Representative Signature:
Title: Date:
(Signature required on ALL pages 1 -4) Requested Delivery Date:
AGREEMENT TO PURCHASE IS NOT BINDING UNLESS ALL PAGES ARE SIGNED AND DATED.
Page 1 of 4
A-1 ROOF TRUSSES (-SELLER'), GENERAL TERMS & CONDITIONS
GENERAL CONDITIONS
All quotes, proposals, and purchase orders, whether verbal or written, are subject to final credit approval.
This Proposal must be verified and a signed copy returned to Seller before any work can be started.
If buyer does not have an open account with Seller, a deposit of 50% of the purchase price will be required prior to any truss design work will be
performed. The final 50% will be due prior to the start of any product fabrication of any product can begin.
No modification, variation, or cancellation of this Sales Proposal and herein (the "ContracCl shall be enforceable unless signed by the Buyer and Seller
In writing.
Buyer's acceptance of this Sale Proposal Contract acknowledges the careful examination of the details herein of this Sales Proposal carefully, and
Seller agrees to furnish only the items listed in writing, stated hereon. Any items not listed herein by the Seller or any changes to this purchase list will
be at the Buyer's expense. Seller will not be responsible for any Items Intended or Implied to be Included In any drawings or set of plans furnished to
them that are not listed in writing. No verbal changes will be accepted and any changes must be made in writing.
Any claim or dispute arising out of or related to this Purchase Agreement that cannot be resolved by agreement of the parties shall be resolved by
litigation or binding arbitration at the Sellers sole option. If Seller elects arbitration, the arbitration shall be held In St Lurie County, Florida and the
commercial Industry rules of the American Arbitration Association shall govern. In any litigation arising out of or related to the Purchase Agreement
j the buyer consents to the exclusive jurisdiction of and venue in the federal, state or local courts of St Lucie county, Florida. In any legal action or
arbitration brought to enforce or interpret this Purchase Agreement the prevailing party shall recover all costs and reasonable attorney's fees. Buyer
agrees to be bound by the dispute resolution procedures and results of that process.
Buyer's acceptance of this Sales Proposal Contract shall supersede and take precedence over any other documents prepared by the Buyer's purchase
orders that may be Issued In conjunction with this Sales Proposal quote by the Buyer.
In no event shall the Seller be deemed to accept the terms and conditions of sale of any of the Buyer's purchase orders subcontract, including where
Seller has begun Its preparation of the truss design drawings, unless the purchase order or subcontract has been signed by an officer of the Seller.
Seller's invoices are due Net 1st and 15th, first of which follows the date of the Invoice.
Buyer and Seller agree that all past due amounts shall bear Interest at the maximum Interest rate allowed by law within the jurisdiction where this
contract is performable. Buyer further agrees to pay all collection costs, including reasonable attorney's fees, Incurred by Seller in connection with
collection of past due amounts owed to Seller under this signed Sales Proposal Contract Buyer shall not be entitled to retainage from Seller with
respect to any part of the purchase price.
BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL FROM SELLER.
To the maximum extent permitted by law, Buyer hereby agrees to save, indemnify and hold harmless, Seller, Its subsidiaries and affiliates, and their
respective officers, directors, partners, shareholders, employees, successors and assigns against all claims, losses, costs, and expenses, Including but
not limited to, all expenses of litigation, court costs and attorney's fees in an way arising out of or in connection with the building design, handling,
storage, installation, erection, temporary and permanent lateral restraint and diagonal bracing, building stability bracing, framing or other use of the
Products from and after delivery.
DELIVERY CONDITIONS
All delivery dates are tentative. Seller Is not responsible for any delays on projected delivery dates.
Seller is not responsible for the coordination of delivery times with carpentry crews, cranes, etc.
It is the Buyer's responsibility to provide a solid and clear entry way firm support for tractor and trailer and a safe delivery are at the job site. Any
costs to the Seller snared by not providing adequate site delivery conditions shall and will be paid by Buyer. Any damage occurring by crossing of
curbs, sidewalks, driveways, utility lines, etc. In connection with the delivery of the products, shall be the sole responsibility of Buyer.
Delivery of all products shall be made in accordance with a schedule approved in writing by an authorized representative of Seller. All modifications to
the delivery schedule must be approved in writing by Seller.
If Seller furnishes a girder truss which Is comprised of more than one member, the girder truss will be shipped as Individual single truss members.
The Buyer shall assume full responsibility for property attaching the single members together in accordance with the approved Truss Design
Drawings.
Buyer and Its installation subcontractors shall be responsible for: 1) inspecting the Products for defects in quality after delivery to the Project; 2)
verifying the dimensions; 3) verifying ore adequacy of work done by other trades that in any way relate to or affect the Produ(ffs Installation,
lateral restraint, diagonal Installing, bracing, (and bracing connections);, and 4) connecting the Products to the supporting structure; and 5)
Inspecting the all products for compliance with the Truss Placement Diagram, Truss Design Drawings and Plans and Specifications after Installation is
completed.
SELLER IS NOT RESPONSIBLE FOR DAMAGE TO TRUSSES (OR ANY PRODUCTS) AFTER DELIVERY.
TRUSS DESIGN CONDITIONS
All handling, erection, Installing, restraining and erection bracing responsibilities and Installation means and methods bracing procedures, both
permanent and temporary, are the responsibility of the Buyer. This includes both temporary and permanent lateral restraint and diagonal bracing.
Seller will supplies a Truss Submittal Package including but not limited to each individual Truss Design Drawing, and, as applicable, the Truss
Placement Diagram, the Cover/Truss Index Sheet, Lateral Restraint and Diagonal Bracing details designed In accordance with generally accepted
engineering practice, applicable BGSI-defined Lateral Restraint and Diagonal Bracing details, and any other structural details germane to the Trusses.
BCSI-B1 SUMMARY SHEET- GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.
Seller will provides a Truss Placement Diagram plan and Truss Design Drawings engineered shop drawings which will depict the required permanent
continuous lateral web member restraint bracing locations.
The design or determination of temporary and permanent lateral restraint and diagonal bracing for the building's structural system shall be designed
by others. Buyer and the designer of the building's Permanent Building Stability Bracing structural system shall design the size, connections, and hold
downs of all permanent continuous lateral web member restraint and diagonal bracing to comply with the load path desired by the building design. All
materials for temporary and permanent bracing shall be supplied by
IF AN ORDER IS CANCELLED FOR ANY REASON AFTER BUYER HAS REQUESTED TRUSS DESIGN & SHOP DRAWINGS
FROM SELLER, A DESIGN FEE OF $750 OR 15% OF PURCHASE PRICES (WHICHEVER IS GREATER) WILL BE DUE
IMMEDIATELY.
I -Joist quote does NOT include web stiffeners, fillers, or ribbon material — all of which must be supplied by the
Buyer.
Proposal does NOT include nuts, bolts, washer, or any other hardware for the fastening of girder trusses or beams.
Customer (Purchaser) Signature:
Title: Date:
A-1 Representative Signature:
Title: Date:
Page 2 of 4
i
I
A-1 ROOF TRUSSES ("SELLER"), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT
1. Terms and Acceptance:
These terms and conditions shall apply to all projects between Seller and Buyer far the purchase and sale of products manufactured by Seller regardless ofthe form of agreement, offer
or acceptance, whether by purchase order or otherwise, which shall not vary, modify or add to these terms and conditions In the absence of a specific reference in a written agreement
signed byeach ofthe parties expressly stating their intentto modifythese terms and conditions.
2. Seller Products and Scope of Work:
(a) Seller uses the following typical construction Industry and mile compliant definitions:
a. Building Designer. Owner ofthe Building orthe Per -son that Contracts with the Ownerforthe design ofthe Framing Structural
System and/or who is responsible for the preparation ofthe Construction Documents. When mandated by the Legal Requirements,
the Building Designer shall be a Registered Design Professional.
b' Contractor: Owner of a Building, or the Person who Contracts with the Owner, who constructs the Building in accordance
with the Construction Documents and the Truss Submittal Package. The tens "Contractor' shall include those
subcontractors who have a direct Contract with the Contractor to construct all or a portion of the construction.
c. Owner. Person having a legal or equitable interest in the property upon which a Building is to be constructed, and: (1)
either prepares, or retains the Building Designer or Registered Design Professional to prepare the Construction
Documents; and (2) either constructs, or retains the Contractor to construct the Building.
d• Registered Design Professional: Architect or engineer, who Is licensed to practice their respective design profession as
defined by the Legal Requirements of the Jurisdiction in which the Building is to be constructed.
a. Truss Design Engineer. Person who is licensed to practice engineering as defined by the Legal Requirements of the
Jurisdiction In which the Building is to be constructed and who supervises the preparation of the Truss Design Drawings.
f. Truss Designer: Person responsible for the preparation of the Truss Design Drawings.
g. Truss Manufacturer. Person engaged in the fabrication of Trusses.
h. Truss Submittal Package: Package consisting of each individual Truss Design Drawing, and, as applicable, the Truss
Placement Diagram, the Cover/Truss Index Sheet, Lateral Restraint and Diagonal Bracing details designed in accordance
with generally accepted engineering practice, applicable BCSldefined Lateral Restraint and Diagonal Bracing details, and
any other structural details germane to the Trusses.
(b) Seller shall be permitted to rely on the accuracy and completeness of project contract and construction documents, including any
specifications that have been furnished to Seller in writing by the Building Designer for the building.
(c) Sellers design work for each Project shall be limited to the design of Manufactured Products. Seller will not otherwise be responsible for
the design of the building's roof, floor or wall structural systems and shall not perform any other engineering or design services relating to
the Project.
3. General Responsibilities and Scope of Work Related to Seller's Products:
(a) The International Residential Code (IRC), The Intemational Building Code (IBC), the local building code and ANSI/TPI 1, Chapter 2
define roles and responsibilities with respect to the application of SBCs In the construction of a Building. The IRC, IBC and ANSI/TPI 1,
chapter 2 can be found at the following website locations:
a. http://publicecodes.cyberregs.comriicodriirrj2012rindox.htm
b• http://pubilcecodes.cyberregs.comrroodribrJ2012rndex.htm
c• http://supportsbcindustry.com/pubs/TTSOResp-D
(b) The design assumptions, loading conditions, suitability and use of Seller SBCs for any particular building Is the responsibility of the
Owner, the Owners authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and ANSI/TPI-1.
(c) For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and
diagonal bracing, consult the latest edition of the IRC, the IBC, ANSI/TPI 1, the BCSI summary sheets, and/or BCSI (Building
Component Safety Information) (available from SECA at www.sbclndustry.com) and all related Installation Information supplied in the
jobsile package.
4. Buyer Responsibilities:
(a) The Owner, the Owners authorized agent, the Registered Design Professional (RDP) and/or the Contractor (also known as the Building
Designer) for the building shall review the SEC submittal package for compatibility with the building design, the proper loading conditions
and all load paths.
(b) Submittals shall include a notation indicating that they have been reviewed and found to be in general conformance with the design of
the building (or to make specific corrections noted and to return for review and found to conform). In the absence of this notation, Seller
will provide its Buyer with the design loads and related engineering assumptions that have been used to design the SBCs.
(c) The construction documents (i.e. plans and specifications) shall provide information that Is sufficiently accurate and reliable to be able to
design the SBCs particularly related to unique loading and serviceability (i.e. deflection, moisture, eta) conditions.
(d) The SBCs shall be examined upon delivery to the job site and also after they are erected and installed for. (a) Dislodged or missing
connectors, (b) Cracked, dislodged or broken members, or (c) Any other damage that may Impair the structural Integrity of the SEC. Any
unreported damage to any structural component during any part of the handling and Installation process shall void the Sellers product
warranty.
S. Buyer Claims:
(a) In the event Buyer asserts any other claim relating to the Products, including a claim of delay in delivery of the Products, Buyer shall
provide Seller seven (7) days advanced written notice and a reasonable opportunity to inspect and/or to cure such claim. The Buyer shall
otherwise have no right to deduct the amount of any claim from Sellers invoice without the prior written approval of Seller.
(b) The Buyers right to terminate the Proposal whether pursuant to a default by Seller or otherwise, shall be exercisable by Buyer only after
7 days written notice to Seller or the expiration of any applicable cure period. In the event of such termination by Buyer for any reason
which is not the fault of Seller, Seller shall be entitled to recover from the Buyer payment for Products delivered and for Manufactured
Products manufactured by Seller prior to time of termination.
Customer (Purchaser) Signature:
Title: Date:
A-1 Representative Signature:
Title: Date:
Page 3 of 4
General Safety Notes
Failure to follow could cause property damage or personal Injury.
1' Please thoroughly review the'A-1 ROOFTRUSSES('SELLER'), GENERAL TERMS& CONDITIONS CUSTOMER ('BUYER) ACKNOWLEDGEMENT' form.
2. Please thoroughly review all Truss Design Drawing(TOD) cover sheet notes and TDD notes, verify design parameters and review all connection detail notes. Important work scope and
responsibilities are defined therein.
3. All capitalized terms are as defined in ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI I).
4. TPI l defines the responsibilities and duties of the Truss Designer(TD), Truss Design Engineer (TDE) and Truss Manufacturer (TM), unless otherwise defined by a Contract agreed upon in wrltin
by the parties Involved.
S. As aTDE (Le., Specialty Engineer), the seal an any TDD represents an acceptance of the professional engineering responsibility far the design of the single Truss depicted on the TDD only, under
TPI 1. A TDD Is also a "Structural Delegated Engineering Document'.
6. Al Roof Trusses and Anthony Tombo, PE are NOT the Building Designer or Truss System Engineer for any building.
7. The design assumptions, loading conditions, load paths, suitability and use of Trusses for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designs
(hereinafter BD), In the context of the IRC, the IBC, the local building code and TPI 1.
8' The approval of the TDD and any field use of the Truss, Including handling,storage, Installation and bracing, shall be the responsibility of the BD and Contractor (hereinafter GC).
9. All notes set forth In the TDD and the practices and guidelines of Building Component Safety Information(BCSI) published by the Truss Plate Institute (TPI) and the Structural Buildin,
Component Association (SBCA) are referenced for general guidance.
10. Structural submittals (i.e., shop drawings) shall be reviewed by the So for compatibility with the design of the building or structure, Including submittal documents prepared by others, deferred
submittal documents and phased submittal documents. This review shall Include a notation Indicating that the reviewed documents have been found to be In general conformance with the
design of the building (or to make specific corrections noted and to return for revlew),In the absence of this notation, Al Roof Trusses will provide its Buyer with the design assumptions used
per the construction documents (also referred to at times as 'Structural Engineering Documents'), to design the Individual structural building components (i.e., Trusses) perTPl 1.
11. Al Roof Trusses and Anthony Tombo, PE shall be permitted to rely on the accuracy and completeness of project contract and construction documents Including any specifications that have
been furnished to Al Roof Trusses In writing by the BD for the building.
12.
The BD shall provide information that is sufficiently accurate and tellable to he able to design the rouses in the context of the following serviceability Issues Including, but not limited to: (a)
Allowable vertical, horizontal or other required deflection criteria; (b) Any dead load, live load and its -service creep deflection criteria for floors or flat roofs subject to panting loads; (c) Any
floor or roof camber requirements; (d) Any differential deflection criteria from truss -to -truss or truss -to -adjacent structural member, (a) Any deflection and vibration criteria for floor trusses
Including any strongback bridging requirements, and any dead load, live load, and in-service creep deflection criteria for floor trusses supporting stone or ceramic file finishes; (f) Moisture,
temperature, corrosive chemicals and gases expected to result In a wood moisture content exceeding 19 percent, sustained temperatures exceeding 150 degrees F, and/or corrosion potential
from wood preservatives or other sources that may be detrimental to Trusses.
13' Due to the lateral thrust developed - p y sCssorstype Trusses, If uBsors-type Trusses are part of this design, consideration should be given to bearing wall conditions. Bearing walls supporting
scissors -type Trusses should be designed in such a manner that the walls will safely withstand the lateral forces of the Trusses. Consideration of effects on the design of the bearing and the
associated wall or beam/header assembly is not a part of this set of TDUs and is not the responsibility of Al Roof Trusses or Anthony Tombo, PE. Advice from the BD or airy RDP should be
secured relative to these Items if they are not provided in the construction documents.
14. Unless s specifically noted in writing otherwise, neltherAl Roof Trusses nor Anthonyombo, PE have performed an of the following engineering services as it relates to the building that is going PQ Y g Y P V 8 8 B B B
to be built: (a) The trusses and any related structural elements are not designed to support any masonry loading conditions, which require special engineering; (b) Areas of the construction
documents that do not use truss framing need to be designed by others; (c) All beam, header and related structural element designs are to be performed by others. If any of the previously
listed services are required by the Owner, the Owners authorized agent or the BD, please call for assistance.
15' The structural building component (SBC) submittal including the TDDs sealed by a TDE where required by the lega l requirements or the low l jurisdiction, a Truss Placement Diagram(TPD)if
required by the construction documents, and the required permanent individual truss member restraint per the TDDs, the appropriate BCSI B-series summary sheets to facilitate proper truss
and structural component lateral restraint (LR) and diagonal bracing (DB), any SBC installation Infonnatlon and any related truss and SEC details shall be supplied to the GC/Truss Installer.
Is. The GC, after reviewing and/or approving the SBC submittal package, shall forward it to the BD for review.
17. Where required bythe project contract or construction documents, Including any speci0catlons, a TPD Identifying the location of each truss, as assumed by Al Roof Trusses based on Its revies
of the project contract documents, will be provided. When the TPD (i.e., structural submittals or shop drawings) serves only as a guide for truss installation, it does not require the seal of any
RDP.
18. Review the complete contents of the SBC submittal package, the TODs included (i.e., front,back, text and graphics), any TPDs and any related SBC Information before attempting to Install the
trusses. Reviewing graphics alone is not sufficient
19. Truss manufacturing quality control shall be performed per TPI 1, Chapter 3, and monitored by a third party inspection agency.
20- Unless specified by the BD in writing and noted an the TDD, these TDDs are not applicable for use with fire-retardant,preservative-treated or green lumber.
21. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements.
22. Lumber used shall be of the species, size and grade, and in all respects, equal to or better than that specified.
23' Tempos LR and DB is required to be installed during construction for u ry q purposes of holding trusses In their proper location, plumb and In plane, until permanent Individual truss member
LR, DB and permanent building stability bracing are completely Installed (see SCSI-Bl, BCSI-B2, BCSI-133, BCSI-B7, and BCSI-830 u applicable).
24. Top chords must be sheathed or continuous LRs(i.e., puriins) provided at the spacing Indicated on TDO(e.g., 241n. o.c maximum).
25. If no telling is installed or bottom chord LR Is specified in writing by the BD, bottom chords require continuous LR at 10 ft. o.c. spacln& or less, along with DB as specified in BCSI-BI, BCSI-BE
SCSI-B7 or SCSI-B10 as applicable.
26' Graphical representation of LR members (i.e., purlins), if shown on the TDD, do not depict the size or orientation of the restraint along the rap and/or bottom chord and/or web members.
27. The size, connections and anchomge of the permanent continuous truss chord and web member LR and DB must be designed by others In such away as to support the Imposed load along th,
clear span of the LR and DB, or as specified In BCSI-B3, BCSI-B3, BCSI-137 or BCSI-B3o as appnmble.
28. Additional permanent building stablllty bracing for the truss system (e.g., diagonal, %-bradng,etc.) may be required and is to be specified by the BD. DB In accordance with BCSI.53 may be
sufficient.
29. The SBCs shall be examined upon delivery to the jobsite and also after they are erected and Installed for: (a) dislodged or missing correctors; (b) cracked, dislodged or broken members; or (c
any other damage that may impair the structural Integrity of the SEC. Any unreported damage to any SBC during any part of the handling and installation process shall void the Al Roof Trusses
product warranty.
30. During truss Installation, never exceed the design loading shown on the TDD and never stack materials on trusses with Inadequate LR and OR (see BCSI-84). Never overload any structum
elements with stacks of building materials to a level greater than defined in BCSI-B4.
31. Connections not shown on the TODs are the responsibility of others.
32. Do not cut or alter a truss member, a truss plate or any related structural element member without prior approval of an RDP or TDE.
33. Install and load trusses vertically unless otherwise lndlated in writing by the BD or as specifially defined on the TDD or TPD.
34. sheathing applied In the plane of the truss Is not considered In the design of the individual truss components (e.g, a gable -end truss has no composite stiffness analysis performed) unless
specifically noted.
35. Attachment tithe purlln gable (i.e., hip frames or lay -In gables) to the supporting hip trusses satisfies the LR and DB requirements for the top chord ofthe hip trusses. Refer to the TDD for the
Individual trusses broad In this manner.
36.
These trusses are designed using Mirek standard engineering analysis methods and associated software In accordance with TPI 1 and related proprietary information.
Each Truss Design Drawing (TDD) uses Metal Connector Plate (MCP) design values published by MCP manufacturers. Any referenced connectors use
design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for wood
Construction. The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American
Lumber Standards Committee, These are incorporated into lumber design provisions and equations created by the American Wood Council and
input into modeling and analysis TDD software created and owned by the MCP manufacturers. The lumber design values correspond with the grade
stamp Identified by the TM on the lumber prior to cross cutting. The lumber grading rules published by the rules -writing agency shall apply to the
Owner, BD and GC.
Customer (Purchaser) Signature:
Title:
A-1 Representative Signature:
Title:
Date:
Date:
Page 4 of 4
Proposal Date: 6129118, 9121118 Phone: 561.799.5900 x 105
Contractor. Phoenix Realty Homes Fax:
Attention: Fran Donna Call:
4451 St. Lucie Blvd.
Ft. Pierce, FL 34946
Ph: 772-409-1010
Fax: 772-409-1015
Project Name: The Strand Townhomes
Project Location: Indian River County
Price Expires: A-1 Index Proaram
SALES PROPOSAL
Current Price Shipped
Model,Unit,Bidg within 60 Days
Exterior Unit (1 Story) (Price Per Unit) $5,133.50
Interior Unit (2 Story) (Price Per Unit) $8,162.01
A-1 Roof Truss Is The Delegate Truss Design Engineer And Not The Truss System Engineer. Please Rafar to the Engineer of Record For All Truss System Analysis.
TAX & DELIVERY HAS BEEN INCLUDED IN THE PRICES ABOVE
Bid Notes Specific to this Proposal ' D tionh t0 beAdded fo To1af .
' "Conneeeonofili r' nlemtoCM(froquimshangeroonnectlonbyo' h46A&" Hip Cafe: INC Yes No
pieliminarydonary plarepdresubIect3oeha n9o.`tlee6s
Seat Plates: INC Yes No
FlnelhamingwlNdHferlmmtramtng'strownonplansduetoeotfeisln0oor '' Beams: NONE Yes No
ThsreazonoLVLshwdusorboamelneNdWtnthfsprlca Level Returns: NONE Yes No
iUltlea8 tD beadnp conneedoro are designed & suppliod byo lions. - Ali Options will be added to above Total at Invoice
BID ISEASE&ONTHlSoE$IGhCRITERIA
ALL DROPS BELOW BEAM ARE BY OTHERS" FiocrLoeding., _ SS PSF
Pricing is based on architect supplying a cad file accurate to 1116" to be used as an overlay 'Rooftoadmgi' 4S ; PSF
for dimensioning of all bearing walls, plumbing and mechanical locations. lad Leading: A17104MPH
Standard lumber Is defined as #2 SYP chords  SYP webs. No treatment & non-FSC. Flooipaflectlon (LiJT! )t,. 3601240
All bracing material Is designed, supplied and Installed by others. Roof Zeedon Ali 0 ; 360124a f
Aitloading,n the design criteria box assumes#hat all ittateriai,:sprl6klerend A!C areigfitsara included:
Exfra loads not roV(dad'at tiimt,, 61dwiliiii iub act to: rice ad UsHent
No provisions are made in the trusses for high hats, A/C diffusers etc. If req'd Al must know prior to layout and we will adjust price accordingly.
No special spacing is included for decorative overhangs by others. If req'd Al must know prior to layout and we will adjust price accordingly.
Bottom chords of trusses must be braced. See final engineering for bottom chord bracing required by others.
2x4 roof trusses @ 24' ox, Valley trusses are included. Truss to truss hangers are included. Standard lumber & G60 connector plates.
Hurricane clips, tie downs, beams, blocking, shear blocking, bridging, bracing, gable end eutiookers, bolts, hip cats, valley to truss connections & seat plates are
not included. Hangers for truss to wood or concrete beams, truss to led er & truss to structure are by others.
If flat roofs exist the truss top chord will be flat. Pitch to allow for drainage of water Is by others unless noted otherwise on this quote.
4x2 Floor Trusses, 24 ' deep @ 24 ' ox. are Included. Kneewall trusses are not included. Truss to truss hangers are included.
Hangers for truss to wood or concrete beams, truss to ledger & truss to structure are by others.
Beams, blocking, shear blocking, bridging, bracing, and bolts are not Included. Standard lumber & G60 plates.
If this is for RESALE deduct local tax after A-1 receives a receipt of resale certificate.
Prepared by: Scott Evert , (for) Jordan Medina , A-1 Roof Trusses- Sales Rep.
Job# 1351565 772-205-0520
Proposal based on plans by: Atelier d'Archhecture (prellm not for construction plans) , Dated: 08131/18
Proposal includes delivery/ freight to thelobaite, and Is offered for acceptance by: 09/26/18
Prices will be firm for all products delivered within 60 days from the most recent proposal date.
Banyl all product has not been delivered bythle date, prices are subjectto change at discretion of Seller.
Pricing attached to A•1 Index Program DATED: 10101118 @ $560
A•1 ROOF TRUSSES GENERAL TERMS AND CONDITIONS (SEE PAGE 2) ARE A CONDITION OF THIS CONTRACT.
BUYER'S SIGNATURE ON THIS SALES PROPOSAL INDICATES THE ACCEPTANCE OF ALL TERMS AND CONDITIONS.
Customer (Purchaser) Signature:
Title: Date:
A-1 Representative Signature:
Title: Date:
(Signature required on ALL pages 1 -4) Requested Delivery Date:
AGREEMENT TO PURCHASE IS NOT BINDING UNLESS ALL PAGES ARE SIGNED AND DATED.
Page 1 W4
A-1 ROOF TRUSSES (-SELLER'), GENERAL TERMS & CONDITIONS
GENERAL CONDITIONS
All quotes, proposals, and purchase orders, whether verbal or written, are subject to final credit approval.
This Proposal must be verified and a signed copy returned to Seller before any work can be started.
If buyer does not have an open account with Seller, a deposit of 50% of the purchase price will be required prior to any truss design work will be
performed. The final 50% will be due prior to the start of any product fabrication of any product can begin.
No modification, variation, or cancellation of this Sales Proposal and herein (the "Contract) shall be enforceable unless signed by the Buyer and Seller
In writing.
Buyer's acceptance of this Sale Proposal Contract acknowledges the careful examination of the details herein of this Sales Proposal carefully, and
Seller agrees to furnish only the items listed in writing, stated hereon. Any items not listed herein by the Seller or any changes to this purchase list will
be at the Buyer's expense. Seller will not be responsible for any Items Intended or Implied to be Included In any drawings or set of plans furnished to
them that are not listed in writing. No verbal changes will be accepted and any changes must be made in writing.
Any claim or dispute arising out of or related to this Purchase Agreement that cannot be resolved by agreement of the parties shall be resolved by
litigation or binding arbitration at the Sellers sole option. If Seller elects arbitration, the arbitration shall be held In St Lucie County, Florida and the
commercial industry rules of the American Arbitration Association shall govem. In any litigation arising out of or related to the Purchase Agreement
the buyer consents to the exclusive jurisdiction of and venue In the federal, state or local courts of St Lude county, Florida. In any legal action or
arbitration brought to enforce or Interpret this Purchase Agreement the prevailing party shall recover all costs and reasonable attorney's fees. Buyer
agrees to be bound by the dispute resolution procedures and results of that process.
Buyer's acceptance of this Sales Proposal Contract shall supersede and take precedence over any other documents prepared by the Buyer's purchase
orders that may be Issued In conjunction with this Sales Proposal quote by the Buyer.
In no event shall the Seller be deemed to accept the terms and conditions of sale of any of the Buyer's purchase orders subcontract, including where
Seller has begun its preparation of the truss design drawings, unless the purchase order or subcontract has been signed by an officer of the Seller.
Seller's invoices are due Net 1st and 15th, first of which follows the date of the Invoice.
Buyer and Seller agree that all past due amounts shall bear Interest at the maximum interest rate allowed by law within the jurisdiction where this
contract is performable. Buyer further agrees to pay all collection costs, Including reasonable attorney's fees, Incurred by Seller in connection with
collection of past due amounts owed to Seller under this signed Sales Proposal Contract Buyer shall not be entitled to retainage from Seller with
respect to any part of the purchase price.
BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL FROM SELLER.
To the maximum extent permitted by law, Buyer hereby agrees to save, Indemnify and hold harmless, Seller, Its subsidiaries and affiliates, and their
respective officers, directors, partners, shareholders, employees, successors and assigns against all claims, losses, costs, and expenses, including but
not limited to, all expenses of litigation, court costs and attorney's fees in an way arising out of or in connection with the building design, handling,
storage, installation, erection, temporary and permanent lateral restraint and diagonal bracing, building stability bracing, framing or other use of the
Products from and after delivery.
DELIVERY CONDITIONS
All delivery dates are tentative. Seller is not responsible for any delays on projected delivery dates.
Seller is not responsible for the coordination of delivery times with carpentry crews, cranes, etc.
It is the Buyer's responsibility to provide a solid and clear entry way fine support for tractor and trailer and a safe delivery are at the job site. Any
costs to the Seller incurred by not providing adequate site delivery conditions shall and will be paid by Buyer. Any damage occurring by crossing of
curbs, sidewalks, driveways, utility lines, etc. In connection with the delivery of the products, shall be the sole responsibility of Buyer.
Delivery of all products shall be made in accordance with a schedule approved in writing by an authorized representative of Seller. All modifications to
the delivery schedule must be approved in writing by Seller.
If Seller furnishes a girder truss which is comprised of more than one member, the girder truss will be shipped as Individual single truss members.
The Buyer shall assume full responsibility for property attaching the single members together In accordance with the approved Truss Design
Drawings.
Buyer and Its installation subcontractors shall be responsible for: 1) inspecting the Products for defects in quality after delivery to the Project; 2)
verifying the dimensions; 3) verifying orthe adequacy of work done by other trades that in any way relate to or affect the Product's Installation,
lateral restraint, diagonal installing, bracing, (and bracing connections);, and 4) connecting the Products to the supporting structure; and 5)
Inspecting the all products for compliance with the Truss Placement Diagram, Truss Design Drawings and Plans and Specifications after installation is
completed.
SELLER IS NOT RESPONSIBLE FOR DAMAGE TO TRUSSES (OR ANY PRODUCTS) AFTER DELIVERY.
TRUSS DESIGN CONDITIONS
All handling, erection, Installing, restraining and erection bracing responsibilities and Installation means and methods bracing procedures, both
permanent and temporary, are the responsibility of the Buyer. This includes both temporary and permanent lateral restraint and diagonal bracing.
Seller will supplies a Truss Submittal Package Including but not limited to each individual Truss Design Drawing, and, as applicable, the Truss
Placement Diagram, the Cover/Truss Index Sheet, Lateral Restraint and Diagonal Bracing details designed In accordance with generally accepted
i engineering practice, applicable BCSI-defined Lateral Restraint and Diagonal Bracing details, and any other structural details germane to the Trusses.
BCSI-Bl SUMMARY SHEET- GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.
Seller will provides a Truss Placement Diagram plan and Truss Design Drawings engineered shop drawings which will depict the required permanent
continuous lateral web member restraint bracing locations.
The design or determination of temporary and permanent lateral restraint and diagonal bracing for the building's structural system shall be designed
by others. Buyer and the designer of the building's Permanent Building Stability Bracing structural system shall design the size, connections, and hold
downs of all permanent continuous lateral web member restraint and diagonal bracing to comply with the load path desired by the building design. All
materials for temporary and permanent bracing shall be supplied by
IF AN ORDER IS CANCELLED FOR ANY REASON AFTER BUYER HAS REQUESTED TRUSS DESIGN & SHOP DRAWINGS
FROM SELLER, A DESIGN FEE OF $750 OR 15% OF PURCHASE PRICES (WHICHEVER IS GREATER) WILL BE DUE
IMMEDIATELY.
I -Joist quote does NOT include web stiffeners, fillers, or ribbon material — all of which must be supplied by the
Buyer.
Proposal does NOT include nuts, bolts, washer, or any other hardware for the fastening of girder trusses or beams.
Customer (Purchaser) Signature:
Title:
A-1 Representative Signature:
Title:
Page 2 of 4
Date:
Date:
A-1 ROOF TRUSSES ("SELLER"), GENERAL TERMS & CONDITIONS
CUSTOMER ('BUYER") ACKNOWLEDGEMENT
1. Terms and Acceptance:
These terms and conditions shall apply to all projects between Seller and Buyer for the purchase and sale of products manufactured by Seller regardless of the form of agreement, offer
or acceptance, whether by purchase order or otherwise, which shall not vary, modify or add to these terms and conditions in the absence of a specific reference Ina written agreement
signed by each of the parties expressly stating their Intent to modify these terms and conditions.
2. Seller Products and Scope of Work:
(a) Seller uses the following typical construction Industry and code compliant definitions:
a. Building Designer: Owner of the Building or the Per -son that Contracts with the Owner for the design of the Framing Structural
System and/or who is responsible for the preparation of the Construction Documents. When mandated by the Legal Requirements,
the Building Designer shall be a Registered Design Professional.
b. Contractor. Owner of a Building, or the Person who Contracts with the Owner, who constructs the Building in accordance
with the Construction Documents and the Truss Submittal Package. The term 'Contractor' shall include those
subcontractors who have a direct Contract with the Contractor to construct all or a portion of the construction.
a Owner: Person having a legal or equitable interest In the property upon which a Building is to be constructed, and: (1)
either prepares, or retains the Building Designer or Registered Design Professional to prepare the Construction
Documents; and (2) either constructs, or retains the Contractor to construct the Building.
d. Registered Design Professional: Architect or engineer, who Is licensed to practice their respective design profession as
defined by the Legal Requirements of the Judsdiction in which the Building is to be constructed.
a' Truss Design Engineer. Person who is licensed to practice engineering as defined by the Legal Requirements of the
Jurisdiction In which the Building is to be constructed and who supervises the preparation of the Truss Design Drawings.
f. Truss Designer: Person responsible for the preparation of the Truss Design Drawings.
9. Truss Manufacturer. Person engaged in the fabrication of Trusses.
It. Truss Submittal Package: Package consisting of each individual Truss Design Drawing, and, as applicable, the Truss
Placement Diagram, the Coverrrruss Index Sheet, Lateral Restraint and Diagonal Bracing details designed in accordance
with generally accepted engineering practice, applicable BCSI-defined Lateral Restraint and Diagonal Bracing details, and
any other structural details germane to the Trusses.
(b) Seller shall be permitted to rely on the accuracy and completeness of project contract and construction documents, including any
specifications that have been furnished to Seller In writing by the Building Designer for the building.
(c) Sellers design work for each Project shall be limited to the design of Manufactured Products. Seller will not otherwise be responsible for
the design of the building's roof, floor or wall structural systems and shall not perform any other engineering or design services relating to
the Project.
3. General Responsibilities and Scope of Work Related to Seller's Products:
(a) The International Residential Code (IRC), The International Building Code (IBC), the local building code and ANSI/rP11, Chapter 2
define roles and responsibilities with respect to the application of SBCs In the construction of a Building. The IRC, IBC and ANSI/TPI 1,
chapter 2 can be found at the following website locations:
a. http://publicecodes.cyberregs.comricodriirc/2012rindex.htm
b• http://pubileecodes.cyberregs.comficodnbc/2012rindex.htm
c. http://support.sbcindustry.com/pubsrrTBDResp-D
(b) The design assumptions, loading conditions, suitability and use of Seller SBCs for any particular building is the responsibility of the
Owner, the Owners authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and ANSIrrPI-1.
(c) For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and
diagonal bracing, consuft the latest edition of the IRC, the IBC, ANSIrrPI 1, the BCSI summary sheets, and/or BCSI (Building
Component Safety Information) (available from SECA at www.sbclndustry.com) and all related installation Information supplied in the
jobsite package.
4. Buyer Responsibilities:
(a) The Owner, the Owners authorized agent, the Registered Design Professional (RDP) and/or the Contractor (also known as the Building
Designer) for the building shall review the SEC submittal package for compatibility with the building design, the proper loading conditions
and all load paths.
(b) Submittals shall Include a notation indicating that they have been reviewed and found to be in general conformance with the design of
the building (or to make specific corrections noted and to return for review and found to conform). In the absence of this notation, Seller
will provide Its Buyerwith the design loads and related engineering assumptions that have been used to design the SBCs.
(c) The construction documents (i.e. plans and specifications) shall provide information that is sufficlently accurate and reliable to be able to
design the SBCs particularly related to unique loading and serviceability (i.e. deflection, moisture, etc.) conditions.
(d) The SBCs shall be examined upon delivery to the job site and also after they are erected and installed for. (a) Dislodged or missing
connectors, (b) Cracked, dislodged or broken members, or (c) Any other damage that may impair the structural Integrity of the SEC. Any
unreported damage to any structural component during any part of the handling and installation process shall void the Sellers product
warranty.
Buyer Claims:
(a) In the event Buyer asserts any other daim relating to the Products, Including a claim of delay In delivery of the Products, Buyer shall
provide Seiler seven (7) days advanced written notice and a reasonable opportunity to inspect and/or to cure such daim. The Buyer shall
otherwise have no right to deduct the amount of any claim from Sellers invoice without the prior written approval of Seller.
(b) The Buyers tight to terminate the Proposal whether pursuant to a default by Seller or otherwise, shall be exercisable by Buyer only after
7 days written notice to Seller or the expiration of any applicable cure period. In the event of such termination by Buyer for any reason
which is not the fault of Seller, Seller shall be entitled to recover from the Buyer payment for Products delivered and for Manufactured
I
Products manufactured by Seller prior to time of terminator.
Customer (Purchaser) Signature:
Title:
A-1 Representative Signature:
Title:
Page 3 of 4
Date:
Date:
General Safety Notes
Failure to follow could cause property damage or personal Injury.
2. Please thoroughly review the°A-1 ROOF TRUSSES('SELLER'), GENERAL TERMS&CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGEMENT' form.
2. Please thoroughly review all Truss Design Drawing(TDD) cover sheet notes and 7DDnotes, verify design parameters and review all connection detail notes. Importantwork scope and
responsibilities are defined therein.
3. All capitalized terms areas defined in ANSI/TPI 1, the National Deslgn Standard for Metal Plate Connected Wood Truss Construction(TPI 1).
4. TPI I defines the responsibilities and duties of the Truss Designer(TD), Truss Design Engineer (TDE) and Truss Manufacturer(TM), unless otherwise defined by a Contract agreed upon in writin
by the parties Involved.
S. Asa TDE (Le., Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under
TPI I. ATDD Is also a'Structural Delegated Engineering Document'.
6. AS Roof Trusses and Anthony Tombo, PE are NOT the Building Designer or Truss System Engineer for any building.
7. The design assumptions, loading conditions, load paths, suitability and use of Trusses for any Building is the responsibility of the owner, the Owner's authorized agent or the Building Designs
(hereinafter BD), In the context of the IRC, the IBC, the local building code and TPI 1.
e' The approval of the TDD and any field use of the Truss, Including handling,storage, installation and bracing, shall be the responsibility of the BD and Contractor(hereinafter GC).
9. All notes set forth in the TDD and the practices and guidelines of Building Component Safety Information(BCSQ published by the Truss Plate Institute (TPI) and the Structural Buildin
Component Association (SECA) are referenced for general guidance.
to. Structural submittals (i.e., shop drawings) shall be reviewed by the BD for compatibility with the design of the building or structure, Including submittal documents prepared by others, deferred
submittal documents and phased submittal documents. This review shall Include a notation Indicating that the reviewed documents have been found to be In general conformance with the
design of the building (or to make specific corrections noted and to return far revlew),In the absence of this notation, At Roof Trusses will provide Its Buyer with the design assumptlons used
per the construction documents (also referred to at times as'Stractuml Engineering Documents'), to design the Individual structural building components (i.e., Trusses) per TPI 1.
11. At Roof Trusses and Anthony Tombo, PE shall be permitted to rely on the accuracy and completeness of project contract and construction documents including any specifications that have
been furnished to AS Roof Trusses In writing by the ED for the building.
12'
The BD shall provide Information that is sufficiently accurate and reliable to be able to design the trusses in the context of the following serviceability Issues including, but not limited to: (a)
Allowable vertical, horizontal or other required deflection criteria, (b) Any dead load, live load and in-service creep deflection criteria for Floors or flat roofs sublet[ to pending loads; (c) Any
Door or roof camber requirements; (d) Any differential deflection criteria from truss -to -truss or truss -to -adjacent structural member, (e) Any deflection and vibration criteria for floor trusses
Including any strongback bridging requirements, and any dead load, live load, and in-service creep deflection criteria for floor trusses supporting stone or ceramic file finishes; (f) Moisture,
temperature, wrroslve chemicals and gases expected to result In a woad moisture content exceeding 19 percent, sustained temperatures exceeding 150 degrees F, and/or corrosion potential
from wood preservatives or other sources that may be detrimental to Trusses.
13' Due to the lateral thrust developed by scissors -type Trusses, If scissors -type Trusses are part of this design, consideration should be given to bearing wall conditions. Bearing walls supporting
scissors -type Trusses should be designed In such a manner that the walls will safely withstand the lateral forces of the Trusses. Consideration of effects on the design of the bearing and the
associated wall or beam/header assembly is not a part of this set of TDDs and is not the responsibility of AS Roof Trusses or Anthony Tombo, PE. Advice from the BD or any RDP should be
secured relative to these Items If they are not provided in the construction documents.
14' Unless s specifically noted in writing otherwise, neither At Roof Trusses norombo, PE have performed an of the following engineering services as It relates to the building that is in Pe Yn go AnthonyY P Y 8 8 6 going
to be bulk: (a) The trusses and any related structural elements are not designed to support any masonry loading conditions, which require special engineering; (b) Areas of the construction
documents that do not use truss framing need to be designed by others; (c) All beam, header and related structural element designs are to be performed by others. If any of the previously
listed services a re required by the Owner, the Owner's authorized agent or the BD, please call for assistance.
15' The structural building component(SBC) submittal including the TDDs sealed by a TDE where required by the legal requirements or the local jurisdiction, a Truss Placement Diagram(TPD) If
required by the construction documents, and the required permanent Individual truss member restraint per the TODs, the appropriate BCSI B-series summary sheets to facilitate proper truss
and structural component lateral restraint (LR) and diagonal bracing (Dal, any SEC Installation Information and any related truss and SEC details shall be supplied to the GC/Truss Installer.
16. The GC, after reviewing and/or approving the SEC submittal package, shall forward It to the BD for review.
17. Where required by the project contract or construction documents, Including any spedflutions, a TPD Identifying the location of each truss, as assumed by AS Roof Trusses based on Its revles
of the project contract documents, will be provided. When the TPD (i.e., structural submittals or shop drawings) serves only as a guide for truss installation, It does not require the seal of any
SOP.
18. Review the complete contents of the SEC submittal package, the TDDs Included (Le., front, back, text and graphics), any TPDs and any related SEC information before attempting to Install the
trusses. Reviewing graphics alone Is not sufficient.
19. Truss manufacturing quality control shall be performed per TPI 1, Chapter 3, and monitored by a third parry inspection agency.
20. Unless specified by the BD in writing and noted onthe TDD, these TDDs are not applicable for use with fire-retardant,preservative-treated or green lumber.
21. Plate type,size, orientation and location dimensions Indicated are minlmum plating requirements.
22. Lumber used shall be of the species, size and grade, and in all respects, equal to or better than that specified.
23- Temporary LR and DB is required to be installed during construction for the q g purposes of holding trusses In their proper location, plumb and In plane, until permanent Individual truss member
Ili, DB and permanent building stability bracing are completely installed (see BCSI.81, BCSI-E2, SCSI-B3, BCSI-B7, and BCSI-810 as applicable).
24. Top chords must be sheathed or continuous LRs(i.e., puriins) provided at the spacing Indicated on TDD (e.g., 24 In. o.c. maximum).
25. If no ceiling is installed or bottom chord LR is specified In writing by the BD, bottom chords require continuous LR at 10 ft. o.c. spacing, or less, along with DB as specified In SCSI-B1, SCSI-B3
BCSI-137 or SCSI-B10 as applicable.
26' Graphical representation of LR members (i.e., Purim), if shown on the TDD, do not depict the size or orientation of the restraint along the top and/or bottom chord and/or web members.
27. The size, connections and anchorage of the permanent continuous truss chord and web member LR and DB must be designed by others In such away as to support the imposed load along th,
clear span of the LR and DR, or as specified in BCSI-BS, SCSI-B3, BCSI-87 or BCSI-BIO as applicable.
28. Additional permanent building stability bracing for the truss system (e.g., diagonal, X-bradn&etc.) may be required and is to be specified by the BD. DB In accordance with BCSI-B3 may be
sufficient.
29. The SBCs shall be examined upon delivery to the jobsite and also after they are erected and Installed for: (a) dislodged or miffing connectors; (b) cracked, dislodged or broken members; pr(c
any other damage that may Impair the structural Integrity ofthe SEC Any unreported damage to any SEC during any part of the handling and installation process shall void the At Roof Trusses
productwarranty.
30. During truss Installation, never exceed the design loading shown on the TDD and never stack materials on trusses with Inadequate LR and DB (we BCSI-94). Never overload any structura
elements with stacks of building materials to a level greater than defined in BCSI-S4.
31. Connections not shown on the TDDS are the responsibility of others.
32. Do not cut or after a truss member, a truss plate or any related structural element member without prior approval of an RDP or TDE.
33. Install and load trusses vertically unless otherwise Indicated In writing by the BD or as specifically defined an the TDD or TPD.
34. Sheathing applied In the plane of the truss is not considered In the design of the individual truss components (e.g., a gable -end truss has no composite stiffness analysis performed)unless
specifically noted.
3S. Attachment of the pudln gable (i.e.,hip frames or lay -In gables) to the supporting hip trusses satisfies the LR and DE requirements ferthe top chord of the hip trusses. Refer to the TDD for the
Individual trusses braced in this manner.
36,
These trusses are designed using MTTek standard engineering analysis methods and associated software in accordance with TPI I and related proprietary Information.
Each Truss Design Drawing (TDD) uses Metal Connector Plate (MCP) design values published by MCP manufacturers. Any referenced connectors use
design values published by the connector manufacturer or the American Wood Council per the National Design Speciflcatlon (NDS) for Wood
Construction. The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American
Lumber Standards Committee. These are Incorporated Into lumber design provisions and equations created by the American Wood Council and
input into modeling and analysis TDD software created and owned by the MCP manufacturers. The lumber design values correspond with the grade
stamp identified by the TM on the lumber prior to cross cutting. The lumber grading rules published by the rules -writing agency shall apply to the
Owner, BD and GC.
Customer (Purchaser) Signature:
Title:
A-1 Representative Signature:
Title:
Date:
Date:
Page 4 of 4
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BUILDER: JPHOENIX REALTY HOMES
PLAN :
MODEL B
LOT
Lot 32
SUBDIVISION
Tarpon Flatts
DATE:
1-16-14
DRAWN BY:
J,MILLER
u
REVISIONS
Del Alr
TE
BY
Heating, Ar Conditionlnq & i efrlgera
/2016
RH
109 Commerce 5xeet
/2016
RH
5ulte 1101
9/2016
qMB
Lake Mary F1, 32746-6206
Phone; 407-831-2665
Pax; 407-333-3853
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BUILDER: PH❑ENIX REALTY HOMES
PLAN: MODEL B
LOT : Lot 32
SUBDIVISION Tarpon Flatts
DATE: 1-16-14
DRAWN BY: J,MILLER
REVISIONS 12e1 Alr
DATE BY HeaUnq, Alr Coditloninq & Pefriger
/29/2016 NMB �j 109 Commerce Street
'21/2018 RH W 51Afte 1101
Lake Mary P1, 32746-6206
Phone; 4Cr7-531-2665