HomeMy WebLinkAboutREVISION PAPERWORKOFFICE USE ONLY: DATE FILED: k p t SCANNED PERMIT # 1908-0123
REVISION FEE: `b a�• BY RECEIPT #
St. Lucie Countv
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982.5652
(772)462.1553 DEC 02 2019
APPLICATION FOR BUILDING PERMIT REVISIONS ST• Lucie County, permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
150 SE Celestia Court, Port Saint Lucie, FL 34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Energy Calculations and letter from architect regarding exterior wall rating per inspection comments
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1509119
BUSINESS NAME: Black Street Enterpdses, LLC
QUALIFIERS NAME: Lionel J. Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: Port Saint Lucie STATE: Florida
PHONE (DAYTIME): (772) 344-8201
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #: 26256
FAX:
ZIP: 34986
(772)344-8203
NAME: Jeremy Humphrey
ADDRESS: 150 BE Celestia Court
CITY: Port Saint Lucie STATE: Florida ZIP: 34983
PHONE (DAYTIME: (772) 626-0941 FAX:
ARCHITECT/ENGINEER INFORMATION: FILE CO DY
NAME: Robert F Sonberg
ADDRESS: 113 Bent Tree Drive
CITY: Palm Beach Gardens STATE: Florida ZIP: 33418
PHONE (DAYTIME): (561)691-9277 FAX:
Ir
Revised 06130117
R` EV I S� I
UP N
ROBERT F. SONBERG
Architect and Planner
Cell: (561)460-5635 Email: rfsonberg@gmail.com
November 26 h, 2019
St. Lucie County — Building Department
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Re: Humphrey Residence
150 S.E. Celestia Court
Port St. Lucie, Florida 34983
Permit #:1908-0123
Dear Sir/Madam:
DEC 0 2 2019
ST. LuU�unty, Permitting
0 Off: (561)691-9277
The above referenced project had the CMU walls foam filled, as attested
to me by the General Contractor of Record. The interior block walls were also furnished
with 'Fi-foil' insulation between furring strips together with the filled cells achieving
required R-9 insulation rating.
If you have any questions or comments, please do not hesitate to call or email.
Sincerely,_
Robert F. Sonberq, rchitect
AR0006280
FILE COPY
M1VSED'F'0-R
�
CODE COMPLIANCE
ST. LUCIE CON /
ROCC I 1' If
113 Bent Tree Drive Palm Beach Gardens, Florida 33418
76 2-
'5 DEC o s tole
FORM R405-2017
Permitting Department
St. Lucie County
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
ProjectName: HUMPHREY RESIDENCE
BuilderName:
Street: 150 CELESTA COURT
Permit Office: ST. LUCIE COUNTY
City, State, Zip: PORT ST.LUCIE, FL,
PermitNumber:
Owner: JEREMYHUMPHREY
Jurisdiction:
Designt-ocation: FL, Fort Pierce
County: St. Lucie (Florida ClimateZone
2)
14 New construction or epsbng New (From Plans)
9. Wall Types (1018.7 sgft.)
Insulation Area
2. Single family ormultiple family Single-family
a. Concrete Block- Polystyrene Bead Aggre2=4.1 1018.70ft'
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. NIA
R= ft2
4.•Number of Bedrooms 2
d.N/A
R= ft2
5. Is this a worst case? No
10. Ceiling Types (1048.0 sqft.)
Insulation Area
a. UnderAttic(Vented)
R=30.0 1048.00 ft2
6. Conditioned floor area above grade(" 1048
b. N/A
R= ft.
Conditioned floorarea below grade (ft2) 0
c. N/A
R= ft2
11. Ducts
R ft2
7. Wmdows(57.0 sgft.) Description Area
a. Sup: Attic, Ret: Attic, AH: A/C
6 125
a. U-Factor: Dbi, U=0.46 57.00 ft2
SHGC: SHGC=0.56
b. U-Factor: N/A ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
23.6 SEER:16.00
c. U-Factor: N/A ft2
SHGC:
13. Heating systems
kBW/hr Efficiency
d. U-Factor. N/A ft2
a. Electric Strip Heat
17.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 4.000 ft.
Area Weighted Average SHGC: 0.560
14.Hotwatersystems
a. Electric
Cap: 50 gallons
8. Floor Types (1048.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edgelnsulation R=0.0 1048.00 ft'
h. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
Pstat
Total Proposed Modified Loads: 32.82
Glass/Floor Area: 0.054
p
Total Baseline Loads: 37.41
PASS
1 hereby certify that the plans and specifications covered by
Review of the plans and
0F11'E ST4
this calculation are in compliance with the Florida Energy
specifications covered by this
Off,
Code.
calculation indicates compliance
y i„
with the Florida Energy Code.
++mr••-: =z'':'��„ O
^^
PREPAR D BY: Q
Before construction is completed
4
D. 2-4-1 9 I
this building will be inspected for
compliance with Section 553.908
a
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Code.
COfj WE
OWNER/AGENT:
BUILDING OFFICIAL:
DATE: 4ZP,6S
DATE:
- Compliance requires certification by the air handler unit manufacturer t Ir hEth
er eggc:s s
certified factory -sealed in accordance with R403.3.2.1, ,,/ � , q
- Compliance requires an Air Barrier and Insulation Ins ection Checklist i ac r It�O d thi ro'ect requires
ah envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2).
fE E9"
CODE COMPLIANCE
12/4/2019 3:33 PM EnergyGauge® USA 6.0.02 (Rev.1)- FlaRes2017 FBC 6lh EditiSTb7)IGMI�0T
age 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
,
PROJECT
Title: HUMPHREY RESIDENCE
Bedrooms:
2
Address Type:
Street Address
Building Type: User
CondifionedArea: 1048
Lot#
OwnerName: JEREMY HUMPHREY
Total Stories:
1
Block/Subdivision:
#of Units: 1
Worst Case:
No
PlatBook:
BuilderName:
RotateAngle:
315
Street:
150 CELESTIA COURT
Permit Office: ST. LUCIE COUNTY
CrossVentilation: No
County:
St. Lucie
Jurisdiction:
Whole House Fan: No
City, State, Zip:
PORTST.LUCIE,
FamilyType: Single-family
FL,
' New/Existing: New (From Plans)
Comment:
CLIMATE
. /
Design Temp
Int Design Temp Heating
Design DailyTemp
V DesignLocation TMY Site
97.5% 2.5 %
Winter
Summer DegreeDays Moisture Range
FL, Fort Pierce FL_VERO_BEACH_MUNI
39 90
70
75 299
62 Law
BLOCKS
Number Name Area
Volume
1 Entire House 1048
8384
SPACES
Number Name Area Volume Kitchen Occupants
Bedrooms Infil ID Finished Cooled Heated
1 Main 1048 8384
Yes 0
2
1 Yes
Yes Yes
FLOORS
# FloorType Space
Perimeter PerimeterR-Value
Area
JoistR-Value
Tile Wood Carpet
1 Slab -On -Grade Edge Insulation Main
28 ft
0
171 ft'
____
0 1 0
2 Slab -On -Grade Edge Insulation Main
5 ft
0
40 ft"
----
0 1 0
3 Slab -On -Grade Edge Insulation Main
1 ft
0
9ft2
----
0 1 0
4 Slab -On -Grade Edge Insulation Main
33ft
0
188 ft"
----
0 1 0
5 Slab -On -Grade Edge Insulation Main
1ft
0
32 ft"
----
0 1 0
6 Slab -On -Grade Edgelnsulabon Main
Eft
0
60 ft"
----
0 1 0
7 Slab -On -Grade Edge Insulation Main
1ft
0
48 ft"
----
0 1 0
8 Slab -On -Grade Edge Insulation Main
25ft
0
156 ft2
----
0 1 0
9 Slab -On -Grade Edge Insulation Main
37ft
0
344 ft"
----
0 1 0
ROOF
/
Roof
Gable Roof
Rad
Solar SA Emitt Emift Deck Pitch
V # Type Materials
Area
Area Color
Barr
Absor. Tested
Tested Insul. (deg)
1 Hip Compositionshingles
1135 ft2
0ft2 Medium
N
0.6 No 0.9 No 0 22.6
ATTIC
J
Type Ventilation
Vent Ratio (1 in)
Area
RBS IRCC
1 Full attic Vented
150
1048ft2
N N
i uYrcu is doe r i2I oimyyI,,auy�wnu.u.uctrtev.il-rrdrces<uu roe. vu L¢umm i tm i r f wuiyuduromrw s c rage [uiv
vnrvr new-w rnr a� r vvnun�r� r
yr u..vr��w r ""F W IN I
CEILING
#
Ceiling Type Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
UnderAttic(Vented) Main
30
Blown
171 ft'
0.1
Wood
2
UnderAttic(Vented) Main
30
Blown
40 ft2
0.1
Wood
3
UnderAttic(Vented) Main
30
Blown
9ft2
0.1
Wood
4
UnderAttic(Vented) Main
30
Blown
188 ft'
0.1
Wood
5
UnderAttic(Vented) Main
30
Blown
32 ft2
0.1
Wood
6
UnderAttic(Vented) Main
30
Blown
60 ft2
0.1
Wood
7
UnderAttic(Vented) Main
30
Blown
48 ft'
0.1
Wood
8
UnderAttic(Vented) Main
30
Blown
156 ft2
0.1
Wood
9
UnderAttic(Vented) Main
30
Blown
344 ft2
0.1
Wood
'
WALLS
Adjacent
SpaceFt
Cavity Width Height
Sheathing Framing Solar Below
_ 1
SE=>E
Exterior Concrete Block- Polystyrene Main
4.1 30
' 8 8
0
245.3ft
0 0
0.5
0
2
SW=>S
Exterior Concrete Block -PolystyreneMain
4.1 33
0 8
0
264.0 ft2
0 0
0.5
0
3
NW=>W
Exterior Concrete Block- Polystyrenelvain
4.1 30
8 8
0
245.3ft2
0
0.5
0
_4
NE=>N
Exterior Concrete Block -Polystyrene Main
4.1 33
0 8
0
264.0 ft'
0 0
0.5
0
DOORS
#
Ornt DoorType Space
Storms
U-Value
Width Height Area
Ft
In Ft
In
1
W=>SW Insulated Main
None
.39
3
6
8 20 ft2
2
S=>SE Insulated Main
None
.39
3
6
8 20 ft2
WINDOWS
Unentation shown is the entered onentation (_>) changed to As Built (rotated 315 degrees
Wall
Overhang
V #
Omt ID
Frame
Panes
NFRC
U-Factor SHGC
Imp Area
Depth
Separation
IntShade
Screening
1
SE=>E 1
Vinyl
Low-EDouble
Yes
0.46
0.56
N 15.0 ft2
4 ft 0 in
1 ft 4 in
None
None
2
SW=>S 2
Vinyl
Low-EDouble
Yes
0.46
0.56
N 15.0 ft2
4 ft 0 in
1 ft 4 in
None
None
3
SE=>E 1
Vinyl
Low-EDouble
Yes
0.46
0.56
N 9.0 ft2
4ft0 in
tft4in
None
None
4
NE=>N 4
Vinyl
Low-EDouble
Yes
0.46
0.56
N 18.0 ft2
4ft0 in
tft4 in
None
None
INFILTRATION
# Scope
Method
SLA
CFM 50
ELA
EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000254
698.7
38.36
72.13
.0881
5
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HEATING SYSTEM
# System Type
Subtype
Speed Efficiency
Capacity
Block
Ducts
1 Eleckic5trip Heat(
None
COPA
17 kBtu/hr
1
sys#1
COOLING SYSTEM
# System Type
Subtype
Subtype Efficiency
Capacity
Air Flow
SHR
Block
Ducts
1 CentralUnit/
Split
Single SEER: 16
23.6 kBtu/hr cfm
0.7
1
sys#1
HOT WATER SYSTEM
# System Type SubType
Location
EF Cap
Use
SetPnt
Conservation
1 Electric None
Main
0.95 60 gal 60.9gal
120deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cent # CompanyName
Collector
System Model# CollectorModel# Area
Storage
Volume
FEF
None None
ft2
DUCTS
/ —Supply—
V # Location R-Value Area
—Return—
Location Area LeakageType
Air
Handler
CFM 25 CFM25
TOT OUT
ON
RLF
HVAC#
Heat Cool
1 Attic 6 125ft2
Attic
45 ft2 DefaultLeakage
A/C
(Default) c(Default) c
1 1
TEMPERATURES
PmgramabljeTjjhemiostat:j jjY jj jj
Coolin
Jan
Feb Mar
He (X)Jan [X]Feb [X]Mar
Venting [[ jj Jan [[ ]] Feb [[XX]] Mar
�Apr Cr[eij]ling Fans: jX]
Apr [ ]MMayay nJun [ ]Jul
Jun I 1 Jul
jXj
[ jAug
[ ] Aug
jXI
[ jSep
[ ] Sep !�1
OctOd
Nov
[[Xj]
[X]NNov
ov
Dec
Dec
Dec
ThermostatSchedule: HERS2006 Reference
ScheduleType 1
2 3
Hours
4 5 6 7
8 9
10
11
12
Cooling(WD) AM 78
PM 80
Cooling(WEH) AM 78
PM 78
Heating(WD) AM 66
PM 68
Heating(WEH) AM fifi
PM 68
78 78
80 78
78 78
78 78
fifi fifi
68 68
fifi fib
68 68
78 78 78
78 78 78
78 78 78
78 78 78
66 66 68
68 68 68
66 fifi 68
68 68 68
78
78
78
78
68
68
68
68
78 80
78 78
78 78
78 78
68 68
68 68
68 68
68 68
80
78
78
78
fib
68
68
68
80
78
78
78
68
fifi
68
66
80
78
78
78
68
66
68
fifi
MASS
Mass Type
Area
Thickness FumitureFraction Space
Default 8lbsls .ft.
0 ft2
0 ft
0.3
Main
1214120193:33 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition(2017) Compliant Software Page of
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX" = 88
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1. New (From Plans)
12. Ducts, location & insulation level
a) Supply ducts R
6.0
2. Single-family or multiple -family
2. Single-family
b) Return ducts R
6.0
c) AHU location
A/C
3. No. of units (if multiple -family)
3. 1
4. Number of bedrooms
4. 2
13. Cooling system: Capacity
23.6
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5. No
b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.)
6. 1048
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor.(weighted average) 7a. 0.460
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.560
c) Area 7c. 57.0
8. Skylights.
a) U-factor:(weighted average) 8a. NA
b) Solar Heat Gain Coefficient (SHGC) 8b. NA
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
b) Wood, raised (R-value)
c) Concrete, raised (R-value)
10. Wall type and insulation:
A. Exterior:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
B. Adjacent:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
11. Ceiling type and insulation level
a) Under attic
b) Single assembly
c) Knee walls/skylight walls
d) Radiant barrier installed
9a. 0.0
9b.
9c.
t0A1.
10A2. 4.1
14. Heating system: Capacity 17.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
c) Electric resistance COP 1.0
d) Gas furnace, natural gas AFUE
e) Gas furnace, LPG AFUE
0 Other
15. Water heating system
a) Electric resistance EF 0.95
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
e) Dedicated heat pump with tank EF_
f) Heat recovery unit HeatRec%
g) Other
10131.
10132.
16. HVAC credits claimed (Performance Method)
a) Ceiling fans
11a. 30.0
b) Cross ventilation No
11 b.
c) Whole house fan No
11c.
d) Multizone cooling credit
11d. No
e) Multizone heating credit
f) Programmable thermostat Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature:
Date:
l=
Address of New Home:
150 CELESTIA COURT
City/FL Zip:
PORT ST.LUCIE, FL
12/4/2019 3:33:38 PM EnergyGaugeO USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: HUMPHREY RESIDENCE Builder Name:
Street: 150 CELESTIA COURT Permit Office: ST. LUCIE COUNTY
City, State, Zip: PORT ST.LUCIE , FL, Permit Number.
Owner: JEREMY HUMPHREY Jurisdiction:
w
Design Location: FL, Fort Pierce
0
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceilinglattic
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 attics aces 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
sealed.
with a material having a thermal resistance of R-3
Knee walls shall be sealed.
per inch 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.
Floors
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
above -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
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 filledbyinsulation that on
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spat
s.
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 ninino An wirino
Showeritub
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.
Electricallphone box or
The air barrier 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.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400.
12/4/2019 3:33 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
jdJ )izsr5 0ra1?�. in).
OFFICE USE ONLY:
DATE FILED: PERMIT # 1908-0423i
•--REVISION FEE: — RECEIPT #
a
PLANNING & DEVELOPMENT SERVICES SCANNED
BUILDING & CODE REGULATION DIVISION BY
2300 VIRGINIA AVENUE St. Lucie County FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
150 SE Celestia Court, Port Saint Lucie, FL 34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Truss Layout and Engineering due to change of manufacturer
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1509119
BUSINESSNAME: Black Street Enterprises, LLC
QUALIFIERS NAME: Lionel J. Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: PortSaint Lucie STATE: Florida
PHONE (DAYTIME): (772) 344-8201
OWNERBUH DER INFORMATION:
ST. LUCIE CO CERT. #: 26256
ZIP: 34986
FAX: (772) 344-8203
NAME: Jeremy Humphrey
ADDRESS: 150 SE Celestia court
CITY: PortsaintLucie STATE: Florida ZIP: 34983
PHONE (DAYTIME: (772) 626-0941 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Robert F Sonberg
ADDRESS: 113 Bent Tree Drive
CITY: Palm Beach Gardens-- — STATE: Florida
PHONE (DAYTIME): (561) 691-9277 FAX:
SLCCC: 9/33J09--
Revised 06/30117
ZIP: 33418
CL 1,0\9 eat
t o art
�t�FL
Or..:....f Ir.f rm ofinn•
��1 I
SOUTHERN
TRUSS
COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772)464-4160 " Fax: (772)318-0015
Job Number.
7913
Customer:
BSE CONSTRUCTION GROUP
Name:
HUMPHREY
Address:
150 SE CELESTIA CT
City, ST, ZIP:
PORT ST LUCIE, FLOW DA,34983
General Truss Engineering Criteria & Design Loads
Building Code and Chapter:
Computer Program Used:
FBC2017/TP12014
MiTek Version: 8.31 Aug 1
Gravity:
Gravity:
37.0 psf ROOF TOTAL LOAD
N/A
Wind
Building Authority:
170 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise)
Unassigned
it
N\1 NS�
""G" 'T
i
P7605�
y STATE OF ;
oc
No.
Dale
Truss ID#
1
09/25/19
H1
2
09/25/19
H2.
3
09/25/19
H3
4
09/25/19
H4
5
09/25/19
H5
6
09/25/19
H6
7
09/25/19
HA
8
09/25/19
HJ1A
9
09/25/19
J1
10
09/25/19
J3
11
09/25/19
J3A
12
09/25/19
J5
13
09/25/19
J5A
14
09/25/19
J7
1f
• 09/25/19
1 J7A
09/25/19
T1
09/25/19
T2
'09125/19
T3
N
09/25/19
T4
09/25/19
T5
09/25/19
T6
09/25/19
T6A
23
09/25/19
V1
24
09/25/19
V2
25
1 09/25/19
V3
This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
Engineer of Truss Design Package gRIAiV M`: Bi�KLYsigned by BRIAN M.
Brian M. Bleakly/\DN:c=Ue'rn TrussC ,l=Fort IAN
o—Southern Truss Co. cn=BRIAN
FL Reg. Eng. No. 76051 '.'LeAKq.
2590 N. Kings Highway BLEAKLY emai�RandyPsouthernt uss.coi
9 9 y Date: 2019.09251409:11-0600
Fort Pierce, FL 34951 I
No.
Dale
Truss ID#
26
09/25/19
V4
27
09/25/19
V5
b f * I q6K-6 (
�t fA� rn
' 'i?7
/
�
Page 1 of 1
Job
Truss
Truss Type
Qty
Ply
HUMPHREY RES
H1
Hip
2
I
1
Job Reference (optional)
Seemem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 8 Aug 13 2019 MTek Industries, Inc. Fri Sep 13 11:54:35 Page: 1
ID:wLWm7g]Nx0%RCK7dtDTyByeSAU-ahplpCheet nDrEROOrtDsnWTO14ffExgow5gye3d2
15d-0
• -144) 7-9.14 15D0 15A0 22-10.2 30A 32-0
d0 7414 7-2-2 41 7-2-2 7-9.14 {q
044
5amm
3x4=
3x5= tx44 14= 3x4= 3x4= 1x4. 3x5=
7-9-14 11-11-13 18-3-3 , 22-1-2 30
Scale = 1:56.3
Plate Offsets (X, Y): [2:0-2-8,0-1-10], [3:0-3-0,0-3-4], [4:0-2-0,0-2-11], [5:0-2-0.0-3-0], [6:0-2-0,0-2-11], [7:0-3-0,0-3-0], [8:0-2-8,0-1-10], [11:0.1-12,0-1-8], [13:0-1-12,0-1-8]
Loading
(psf)
Spacing
9
2-0-0
CS'
DEFL
in
(too)
Well
L/d
PLATES GRIP
TOLL (roof)
20.0
Plate Grip DOL
1.25
TO
0.95
Vert(LL)
0.75
11-13
>999
240
MT20 244/190
TOOL
15.0
Lumber DOL
1.25
BC
0.88
Vert(CT)
-0.35
11-13
>999
180
BOLL
0.0
Rep Stress Incr
YES
WB
0.38
Horz(CT)
1
0.11
8
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 144 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-5-10 oc
bracing.
REACTIONS (lb/size) 2=1467/0-8-0, (min. 0-1-12),
8=146710-8-0, (min. 0-1-12)
Max Honz 2=-140 (LC 11)
Max Uplift 2=500 (LC 8), 8=-500 (LC 9)
FORCES (Ib) -Max. Comp./Max. Ten. -All farces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2727/850, 3-4=-2137/704,
4-5=-1871ROB, 5-6=-1871/708,
6-7=-2137/704, 7-8=-2727/851
BOT CHORD 2-14=-798/2411, 13-14=-798/2411,
12-13=-361/1575, 11-12=-361/1575,
10-11=-659/2411, 8-10=658/2411
WEBS 3-14=0/258, 3-13=716/417, 5-13=-237/631,
5-11=-237/631, 7-11=-716/418, 7-10=01258
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=1211; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lu pber DOL=1.60 plate grip DOL=1.60
3) Provid'e adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord,live load nonconcument with any other live loads.
6) Pr6iiemechanical connection (by others) of truss to
bearing plate capable of withstanding 500 lb uplift at joint
2 and 500 lb uplift at joint 8.
LOAD CASE(S) Standard
Job
Truss
Truss Type
City
Ply
-
HUMPHREY RES
H2
Hip
2
1
Job Reference (optional)
auuu,n ur ,ru>a, r,.' . ri.. nun: 0.41 5 Aug 13 2019 Pnnt 3.310 5 AYg 13 2019 MRek Industries, Inc. Fri Sep 13 11:54:35 Page: 1
ID:OYRALThL8rX03MVJBaMU0 ya5AT-ahQIQCh eet13nDrER00rtDssSTOc426 Exg ow5gye3d2
• d-0 a 14
-0-0 6414
Scale = 1:56.3
13-0-0 17-8-0 23.10.2
62-2 48-0 E2-2
4x4• 4x4=
4 5
k Z5
3x5= 1x4. 3x4= U4- 3x4= 1.4• 3x5-
ii
13-1-12 17 & 23-M
31a
Plate Offsets (X, Y): [2:0-2-8,0-1-10], [4:0-2-4,0-2-0], [5:0-2-4,0-2-4], [7:0-2-8,0-1-10]
Loading
(psQ
Spacing
2-0-0
CSI
DEFL
in
(roc)
I/deb
L/drPLAESGRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.63
Ven(LL)
-0.33
9-10
>999
240244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.85
Vert(CT)
-0.50
9-10
>714
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.74
Horz(CT)
0.12
7
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-8-0 oc purlins.
SOT CHORD Rigid ceiling directly applied or 6-5.2 oc
bracing.
REACTIONS (lb/size) 2=146710-8-0. (min. 0-1-12),
7=146710-8-0, (min. 0-1-12)
Max Horiz 2=123 (LC 8)
Max Uplift 2=481 (LC 8). 7=-481 (LC 9)
FORCES (lb) - Max Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2783/831, 3-4=-2055/620,
4-5=-1821/610, 5-6=-20551820,
6-7=-2783/832
BOT CHORD 2-13=-774/2468, 12-13=-774/2468,
11-12=-374/1821, 10-11=-374/1821,
9-10=-652/2468, 7-9=-652/2468
WEBS 3-13=0/285, 3-12=806/441, 4-12=-76/440,
5-10=-761440, 6-10=-806/442, 6-9=0/285
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
[I;vExp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom
chdr3 live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 481 lb uplift at joint
2 and 481 lb uplift at joint 7.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
HUMPHREY RES
H3
Hip
2
1
Job Reference (optional)
aaumam uusa, n. rieme, n., 4aear Run: 8.31 5 Aug 13 2019 Print 8.310 5 Aug 13 2019 M1Tek Industries. Inc. Fri Sep 1311:54:35 Page: 1
10:0YR ThL8rXo3MvJBaklUOye5AT-ahOfOCheetSuDrEROOn sUrTf4g5Exgow5gye3d2
• -14-0 6812 ii-0 154-0 I9 20.14 30A-0 3240
do 6412 0.114 "A, 4d0 0.114 6-0-12 -0-0
4x4= 3x41 4x4•
4 5 6
3x5= 3x6• 3x4= 3r8• 3x5=
114-12
Scale • 1:56.3
Plate Offsets (X, Y): [2:0-0-14,Edge), [8:0-0-14,Edge]
1364
sr," 5
Loading
(psf)
Spacing
2-0-0
CS'
DEFL
in
(loc)
I/deb
L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TO
0.53
Ven(LL)
-0.31
2-12
>999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC
I
0.52
Verl(CT)
-0.68
2-12
>526
180
I
BCLL
0.0
Rep Stress Incr
YES
WB
0.29
Horz(CT)
0.09
8
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight 145 lb
FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-11-2 oc pudins.
BOT CHORD Rigid ceiling directly applied or B-10-5 oc
bracing.
REACTIONS (lb/size) 2=1467/0-8-0. (min. 0-1-8),
8=1467/0-8-0. (min. 0-1-8)
Max Horiz 2=105 (LC 8)
Max Uplift 2=475 (LC 4), 8=-475 (LC 5)
FORCES (Ib) -Max. Comp./Max. Ten. -All farces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2723/854, 3-4=-2276/714,
4-5=-2045/694, 5-6=-20451694,
6-7=-2276f714, 7-8=-2723/854
BOT CHORD 2-12=-753/2422, 11-12=-580/2191,
10-11=-580/2191, 8-10=-701/2422
WEBS 3-12=-445/372, 4-12=-111/558,
5-12=-328/151, 5.10=-328/151,
6-10=-110/558, 7-10=445/372
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat
ll; .Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chdri Bve load nonconcurrent with any other live (cads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 475 Ib uplift at joint
2 and 475 It, uplift at joint 8.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
H4
Hip
1
1
Job Reference (optional) -
Southern Truss. Ft. Pierce, FL., U951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MRek IndusMes, Inc. Fri Sep 13 11:54:35 Page: t
ID:OYRAxThL8rXo3MVJ Baki9Oye5AT-ah0 fOCheetBuDrEROOrtOss6TMd4e0 Exgm5gye3d2
-tA-0 4-9.14 9b0 15d-0 21A0 25.10.2 30.8-0 32-0-0
yp 4 314 1 4-2-2 6-0-0 64-0 d-2-2 4.9-14 44
4x4=
M.
4x4=
3x5= 3a8= 4x4= 34= 3x5=
1x4n
41-12 15-0i1 2154 3n-8-0
41-12 &2i 62< 9-1-12
Scale = 1:56.3
Plate Offsets (X, Y): [2:0-2-8,0-1-10], [4:0-2-4,0-2-0], [6:0-2-4,0-2-0], [8:0-2-8,0-1-10]
Loading
(psf)
Spacing
2-0-0
CSI
I DEFL
in
(roc)
"fall
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.59
Ven(LL)
0.19
11
T9
240
MT20 244/190
TCDL
15.0
Lumber DOL
I
1.25
BC
0.97
Vert(CT)
-0.44
2-13
>814
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.66
Horz(CT)
1
0.13
8
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 148 Ib FT = 10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2.4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-1-13 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
REACTIONS (lb/size) 2=146710-8-0, (min. 0-1-12)
8=1467/0-8-0, (min. 0-1-12)
Max Horiz 2=88 (LC 8)
Max Uplift 2=504 (LC 4), 8=-504 (LC 5)
FORCES
(Ib) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-2772/918, 3-4=-2462/823,
4-5=-2240/795, 5-6=-2240/795,
6-7=-2462/823, 7-8=2772/918
BOT CHORD
2-13=-751/2468, 12-13=-849/2721,
11-12=-849/2721, 10-11=-849/2721,
8-10=-768/2468
WEBS
3-13=-279/284, 4.13=-118/589,
5-13=-662/278, 5-10=-662/278,
6-10=-118/589, 7-10=279/285
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
11; Fxp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL—t60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All ylates are MT20 plates unless otherwise indicated.
5) This Truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 504 lb uplift at joint
2 and-504 Ib uplift at joint 8.
LOAD`CASE(S) Standard
Job
Truss
Truss Type
CIty
Ply
HUMPHREY RES
H5
Hip Girder
1
1
Job Reference (optional)
Southam Truss, Ft. Pierce, FL., 34951 Run: 8.31 5 Aug 13 2019 Pdnb 8.310 S Aug 13 2019 MRek Industries. Inc. Fri Sep 13 11:5410 Page: 1
ID:5T2y4uodnvn OGWEmhv2uVye5AJ-ahQfQCheetBuDO ROOnDsnuTOk4ZVExgow5gye3d2
160.12
-110 4-4-14 7-0 13 is" 199-2 23-60 2632 30.M 32-04
4.0 "14 2-7-2 y6 iz-14 2-7-2 4 -14 yp
b
A
b h A
`a=
• b
Scale = 1.56.4
3412
14720HS 8x10- MrzoHS 4x8=
Us- 3x6= Us- sO.
7x10=
4x8= Us= M OHS 4x8= 4x8=
MROHS 4x8=
7-1-12 ll-314 15d0 19-5-2 23-64 30.8-0
Plate Offsets (X, Y): [2:Edge,0-0-4], [4:0-3-0,0-5-8], [6:0-4-0,Edge], [11:Edge,0-04], [15:0-1-8,0-1-8), [17:0-2-4,0-1-8]
Loading
(psf)
Spacing
2-0-0
CS'
DEFL(LL)
(lac)16
Udell
L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Gdp DOL
1.25
TC
0.92
Ver4
0.51in
>673
240
MT20HS
187/143
TCDL
15.0
Lumber DOL
1.25
BC
I
0.84
Verl(CT)
-0.77
16-17
1468
180
MT20
244/190
BCLL
0.0
Rep Stress Incr
NO
WB
0.71
Harz(CT)
0.21
11
n/a
n/a
BCDL
10.0
Code
FBC20171TP12014
Matriz-S
Weight: 164 to
FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2 *Except' T3,T4:2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
1-94 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 4-0-10 oc
bracing.
REACTIONS
(Iblsize) 2=2756/0-8-0, (min. 0-2-5),
11=274010-8-0, (min. 0-2-4)
Max Horiz 2=68 (LC 28)
Max Uplift 2=-1275 (LC 4), ll=-1266 (LC 5)
FORCES
(lb) - Max. Comp./Max. Ten. -Ail forces 250
(Ib) or less except when shown.
TOP CHORD
2-3=-5823/2707, 3-4=-5940/2832,
4-20=-7104/3379. 20-21=7104/3379,
21-22=-7104/3379, 5-22=-7104/3379,
5-23=-7679/3714, 6-23=-7660/3701,
6-24=-7657/3697, 24-25=-7657/3697,
7-25=-7657/3697, 7-8=-6898/3318,
8-26=-6902/3315, 9-26=-6911/3320,
9-10=-5883/2798, 10-11=-5794/2691
BOT CHORD
2-19=-2392/5225, 19-27=-2528/5572,
18-27=-2528/5572, 17-18=-2528/5572,
17-28=371617811, 28-29=-3716/7811,
16-29=-3716/7811, 16-30=-3415/7242,
15-30=-3415/7242, 14-15=-2505/5510,
14-31=-2505/5510, 13-31=-2505/5510,
11-13=-2378/5201
WEBSe
_4-19=.251345, 9-13=0/345, 3-19=-315/544,
10-13=-292/497, 5-17=11091729,
4-17=-856/1873, 5-16=-319/321.
7-16=-218/633, 7-15=-845/572.
-
9-15=-818/1706
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vul1=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water panding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This times has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1275 It, uplift at
joint 2 and 1266 lb uplift at joint 11.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 430 lb
down and 492 lb up at 7-0-0, 146 lb down and 197 lb up
at 9-0-12,. 146 Ib down and 197 lb up at 11-0-12, 146 lb
down and 197 Ito up at 13-G-12, 146 Ib down and 197 lb
up at 14-0-12, 146 lb down and 197 lb up at 15-7.4,
146 lb down and 197 lb up at 17-7-4, 146 to down and
197 to up at 19-7-4, and 146 lb down and 197 to up at
21-7-4, and 430 lb down and 492 lb up at 23-M on top
chord, and 242 lb down at 7-0-0, 92 lb down at 9-0-12,
92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb
down at 14-0-12, 92 It, dawn at 15-7-4. 92 lb down at
17-7-4. 92 to down at 19-74. and 92 to down at 21-74,
and 242 to down at 23-7-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face
of the mass are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead • Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 14=-70, 4-9=-70, 9-12=70, 2-11=-20
Concentrated Loads (to)
Vert: 19=428 (B), 4=383 (B), 13=128 (B), 9=383
(B), 17=46 (B), 16=46 (B), 15=46 (B), 8=-146 (B),
20=146 (B), 21=-146 (B), 22=-146 (B), 23=146 (B),
24=146 (B), 25=-146 (B), 26=-146 (B), 27=.46 (B),
28�46 (B), 29=46 (B), 30=46 (B), 31=46 (B)
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
H6
Hip Girder
1
1
Job Reference (eptlonal)
,A
H
n
d
a
Kan: a.31 5 Aug 13 201 a Part 5.319 5 Aug 13 2013 M1Tek Industries, Inc. Fri Sep 13 11:54:36 Page: i
ID:ZfcKH EpMvFt2ERKOOHRjye5N-2t_ teYiGPBKgZNPO't6v40RP59tgkpAPN 9KYUd6W3d 1
-1J-0 5.0-0 6-4.0 11dq 126-0
yp 5-0-0 10 Sa-0 �
4x4= 4x4=
4
3x4= 1x4= 30=
W.
5-1-12 &2-4 11- 0
Scale = 1:37
1 5-1-12
11og I
5-1-12
I
Plate Offsets (X, Y): [2:0-2-0,0-1-10], [5:0-2-0,0-1-10]
Loading (psi)
Spacing
2-0-0
CSI
DEFL
in (too)
Well
L/d
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL
1.25
TC
0.38
Vert(LL)
0.04 2-8
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.41
Vert(CT)
-0.06 2-8
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB
0.10
Horz(CT)
0.02 5
n/a
n/a
BCDL 10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 45 lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-8-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-7-1 oc
bracing.
REACTIONS (lb/size) 2=835/0-8-0, (min. 0-1-8),
5=83510-8-0, (min. 0-1-8)
Max Horiz 2=54 (LC 26)
Max Uplift 2=375 (LC 8). 5=-375 (LC 9)
FORCES (lb) -Max. Comp./Max. Ten. -All farces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1286/579, 3-4=-1113/551,
4-5=-1286/578
BOT CHORD 2-8=469/1104, 7-8=464/1113,
5-7=-466/1104
WEBS 3-8=0/251, 4-7=0/251
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This Buss has been designed for a 10.0 psf bottom
chord live-load-nanconcument with any other live loads.
6) Provide mechanical connection (by others) of truss to
bettring plate capable of withstanding 375 lb uplift at joint
2 and :75 Ib uplift at joint S.
7) Henger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 223 lb
down and 281 lb up at 5-0-0, and 223 lb down and 281
lb up -at 6-4-0 on top chord, and 124 Ib down at 5-0-0,
and 124 lb down at 6-3-4 on bottom chord. The design/
seleclion of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the fare
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=125,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=70, 3-4=-70, 4-6=70, 2-5=20
Concentrated Loads (lb)
Vert: 3=-176 (F), 4=-176 (F), 8=-62 (F), 7=-62 (F)
N �'E
PF 7
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
HJ1
Diagonal Hip Girder
4
1
Job Reference (optional)
Southern Truss, FL Pierce, FL.. 34951
r
Scale = 1:38.8
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Indushies, Inc. Fd Sep 13 11:54:36 Page: 1
ID:o77JbVjEQmvNwgdusjHP61ye5AD-2t_teViGPSKgZNPD48v4QRPz tnspBUN9KYUd6ye3d1
-24L6 9 9
NAILED_ — — —
2dfi S19
NAILED NAILED
NAILED NAILED
NAILED
12 3
3r4-
NAILED NAILED NAILED
NAILED NgAILgD NAILED
Plate Offsets (X, Y): [2:0-2-11,Edge]
Loading (psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (root) 20.0
Plate Grip DOL
1.25
TC
0.84
Vert(LL)
-0.25
2-4
-424
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.59
Verl(CT)
-0.53
2-4
>203
180
BCLL 0.0
Rep Stress Incr
NO
WB
0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Cade
FBC2017/7PI2014
Matrix-S
Weight 43 lb FT = 10%
LUMBER
TOP CHORD 2x6 SP No.2
GOT CHORD 2.4 SP M 31
BRACING
TOP CHORD Structural wood sheathing directly applied or
6.0.0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=540/0-10-15, (min. 0-1-8),
3=336/ Mechanical, (min. 0-1-8),
4=111/ Mechanical, (min. 0-1-8)
Max Horiz 2=206 (LC 4)
Max Uplift 2=256 (LC 4), 3=-270 (LC 8)
Max Grav 2=540 (LC 1). 3=336 (LC 1), 4=206
(LC 3)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf, BCDL=S.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bear ng plate capable of withstanding 270 lb uplift at joint
3 and 256 lb uplift at joint 2.
5) 'NAILED" indicates 3-10d (0.148"xY) or 2-12d
(0.148"x3.25") toe -nails per NOS guidlines.
6) In the-LOAD-CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD rASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (Ib/ft)
Vert: 1-3=-70, 24=20
Concentrated Loads (Ib)
Vert: 5=121 (F=61, B=61), 7=82 (F=41, 8=41),
.10=-36 (F=-18, B=-18)
Job
Truss
Truss Type
Oly
Ply
HUMPHREY RES
HJ1A
Diagonal Hip Girder
2
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
1
3.4.
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries, Inc. Fri Sep 13 11:5e:36 Page: 1
ID:o77JbVjEOmvNwgduslHP6lye5AD-2t_1eYIGPBKgZNPDTBv4DRP5T(MpSuNSK Ud6ya3d1
Fit-6
NAILED NAILED
NAILED
12
3.5355 r-
NAILED F116 NAILED
Scale = 1:33.7 I I
Loading
(Pat)
Spacing
2-0-0
CSI
DEFL
in
no"'
"deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.36
Vert(LL)
-0.08
1-3
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.23
Vert(CT)
-0.15
1-3
>511
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-P
Weight: 27 lb FT = 10%
LUMBER
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP M 31
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc
bracing.
REACTIONS (lb/size) 1=188/0-10-15, (min. 0-1-8),
2=205/ Mechanical, (min. 0-1-8),
3=64/ Mechanical, (min. 0-1-8)
Max Hodz 1=110 (LC 4)
Max Uplift 1=11 (LC 4), 2=149 (LC 4)
Max Grav 1=269 (LC 31), 2=205 (LC 1),
3=129 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrem with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 11 lb uplift at joint
i and 149 lb uplift at joint 2.
5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d
(0.148"x3.25") toe -nails per NDS guidlines.
6) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (Itam)
Vert: 1-2=-70, 1-3=-20
Concentrated Loads (Ib)
'Vert: 4=121 (F=61, 8=61)
o-NP --,,rENS
p76051
STATE OF ;Ir
i P `, IN
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
J1
I
Jack -Open
12
1
Job Reference (optional)
somnern truss, FL Pierce, FL., J4a31 nun: a.31 s Aug 1J 2U1a time 0.31➢a Aug 13 2U1a MDex moustrles, Inc. Fd Sep 13 11:64:37 Page: 1
ID:OYR ThL8rXo3MvJBakiUOyeSAT-W3XPnjuAUS Ax_dZr JyexJcHGAYeaXO H1gZye3dg
1-0-0
-1+0
1-0-0
12
a
NOP2X STP
3
2 I
. I=1
_ a
C
a4-
1-0 o
Scale = 1:31.8 H
Plate Offsets (X, Y): [2:0-1-14,0-0-10]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deg
L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.14
Ven(LL)
0.00
2
-999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.01
Ven(CT)
0.00
2
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
3
n/a
me
BCDL
10.0
Code
FBC2017/TP12014
Matdx-P
Weight 5lb
FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=214/0-8-0, (min. 0-1-8), 3=-42/
Mechanical, (min. 0-1-8), 4=91
Mechanical, (min. 0-1-8)
Max Hertz 2=53 (LC 4)
Max Uplift 2=156 (LC 4), 3=-42 (LC 1)
Max Grav 2=214 (LC 1). 3=52 (LC 4). 4=18
(LC 3)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 42 lb uplift at joint
3 and 156 lb uplift at joint 2.
LOAD CASE(5) Standard
\\\UM� Zr
N 471 '--GENSF . F�L
P�76051 ` =
STATE Ozz
'0X'`' tomo ����
Job
Truss
Truss Type
Oly
Ply
HUMPHREY RES
J3
Jack -Open
11
1
Job Reference (optional)
Southern Truss, FL Pierce, FL., 34961 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries. Inc. Fri Sep 13 11:54:37 Page: 1
ID:OYRA TELarXo3MvJBakiU0ye5AT.W3XPniuAUShAX_tl2AJyexIMF7Ye8XO_H19Zye3dO
-1d-0 360
12
5
3
NOP2X STP
• 1 2 I
w d 4
a
u4-
aao
Scale = 1:32.4
Plate Offsets (X, Y): [2:0-1-14,0-0-10]
Loading
(psf)
Spacing
2-0-0
CSI
DIE
in
(loc)
I/deFl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grp COL
7.29
TC
0.20
Vert(LL)
0.00
2-4
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.08
Vert(CT)
-0.01
2-4
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
1
0.00
3
We
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-P
Weight: 12 It, FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0.0 oc putting.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (Ib/size) 2=27110-8-0. (min. 0-1-8), 3=54/
Mechanical, (min. 0-1-8). 4=26/
Mechanical, (min. 0-1-8)
Max Honz 2=93 (LC 8)
Max Uplift 2=-144 (LC 4), 3=-56 (LC 8)
Max Grav 2=271 (LC 1), 3=54 (LC 1), 4=52
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All farces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
'3) This truss has been designed for 3 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 56 lb uplift at joint
3 and 144 Ib uplift at joint 2.
LOAD CASE(S) Standard
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
J3A
Jack -Open
1
1
Job Reference (optional)
ocumern uuca, , rierce, , r ea i
Scale = 1:30.2
nun: a.41 a Aug 1D eulu rune a.a1u b Aug is zuru muex maustnes, Inc. Fri Sep 13 11:54:37 Page: 1
ID:OYRAZThL8rXo3MVJBakiUOye5AT-W3XPrtjuAUShAX_dZrOJyoxJnHF7Ye8X0_H19Zye3d0
3U0
iI
12
s
2
1
L
s
a
2x4=
3o
Loading
(pat)
Spacing
2-0-0
CSI
DEFL
in
(too)
1/de8
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.13
Vert(LL)
0.00
1-3
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.08
Vert(CT)
-0.01
1-3
>999
180
BCLL
0.0
Rep Stress Inc,
YES
WB
0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL
10.0
Code
FSC20171TP12014
Matrix-P
Weight: 9 Ib FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=11710-8-0, (min. 0-1-8), 2=911
Mechanical, (min. 0-1-8), 3=26/
Mechanical, (min. 0-1-8)
Max Hertz 1=70 (LC 8)
Max Uplift 1=-30 (LC 8), 2=-76 (LC 8)
Max Grav 1=117 (LC 1), 2=91 (LC 1), 3=52
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=179mph (3-second gust)
Vasd=132mph; TCDL=S.OpsU, BCDL=S.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcunent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 30 lb uplift at joint
1 and 76 lb uplift at joint 2.
LOAD CASE(S) Standard
ORPP
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
J5
Jack -Open
9
1
Job Reference (optional)
aournern Tmss, rL rlerce, rL.. aaaar
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Fn Sep 13 11:54:37 Page: 1
ID:OYR ThLBrXo3MVJBakiUOye5AT-W3XPdluAUShAx_dZrQJyezGaHCEYe8XC H19Zye3d0
-1-0-0 5A9
q-0 5 o
2 4-
12
5
I sou
Scale = 1:35.4
Plate Offsets (X, Yk [2:0-1-14.0-0-10]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(lac)
I/dell
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.33
Vert(LL)
-0.03
2-4
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.26
Vert(CT)
-0.05
2-4
>999
180
BCLL
O.D
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-P
Weight: 18 Ib FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 oc pudins.
GOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) `2=345/0-8-0, (min. 0-1-8), 3=140/
Mechanical, (min. 0-1-8). 4=461
Mechanical, (min. 0-1-8)
Max Hertz 2=140 (LC 8)
Max Uplift 2=143 (LC 4), 3=-120 (LC 8)
Max Grav 2=345 (LC 1), 3=140 (LC 1), 4=92
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
Il; Exp C; Encl.. GCpi=0.18; MWFRS.(envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 Pat bottom
chord live load noncancument with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 120 Ib uplift at joint
3 and 143 Ib uplift at joint 2.
LOAD CASE(S) Standard .,
NN N . 'Gr'EN8`_/r
P 76051
p TATE OF
jOc� fitOR1�P G��\
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
J5A
Jack -Open
1
1
Job Reference (optional)
Southern lruse, rL Pierce, rL., a410s1
Run: 8.31 5 Aug 13 2019 Print 8.310 5 Aug 13 2019 MRek Industries, Inc. Fit Sep 13 11:54:37 Page: 1
ID:OYRA ThLBrXo3MVJBakiUOye5AT-W3XPnjuAUShAX_EZrOJWxFUHCEYe8X0_H19Zye3dO
5 o
2
v4=
s ao
Scale = 1:33.2
i
Loading
(Pat)
Spacing
2-0-0
Cal
DEFL
in
(too)
Well
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.44
Vert(IL)
-0.03
1-3
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.26
Vert(CT)
-0.05
1-3
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL
10.0
Code
FBC2017rTP12014
Matrix-P
Weight: 16 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 to
bracing.
REACTIONS (lb/size) 1=207/0-8-0, (min. 0-1-8), 2=161/
Mechanical, (min. 0-1-8), 3=46/
Mechanical, (min. 0-1-8)
Max Hertz 1=116 (LC 8)
Max Uplift 1=56 (LC 8). 2=-132 (LC 8)
Max Gran, 1=207 (LC 1), 2=161 (LC 1), 3=92
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cal.
Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 56 lb uplift at joint
1 and 132 lb uplift at joint 2.
LOAD CASE(S) Standard
i
` P 76051 -
STATE OF
mac` �C OR1�p ���N
Job
Truss
Truss Type
Qty
Ply
HUMPHREY RES
J7
Jack -Open
12
1
Job Reference (optional)
d
A
Scale = 1:38.4
nun: a., s Aug I LU19 runt d.am snug 1a ZU19 MUek Industries, Inc. FA Sep 13 11:54:37 Page: 1
ID:sk?YBphx BnWTWI(Fxlcye5A5-W3XPMUAUShAX_dZAJyexBZHBPYe8X0_H1BZW3d0
M
2x4-
7-0
7-0
1] 3
A
h
mace Unaera IA, Y): IZ:U-1-14,U-U-IUJ
Loading
(pal)
Spacing
2-0-0
CSt
DEFL
in
(too)
Well
Lid
PLATES GRIP
TOLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.85
Vart(LL)
-0.11
2-4
>695
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.57
Vert(CT)
-0.23
2-4
>347
180
BCLL
0.0
Rep Stress Inv
YES
WB
0.00
H0r4(CT)
0.00
3
me
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weigh0 24 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=429/0-8-0, (min. 0-1-8), 3=216/
Mechanical, (min. 0-1-8), 4=66/
Mechanical, (min. 0-1-8)
Max Hariz 2=186 (LC 8)
Max Uplift 2=151 (LC 4), 3=-179 (LC 8)
Max Grav 2=429 (LC 1). 3=216 (LC 1). 4=132
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 179 lb uplift at joint
3 and 151 lb uplift at joint 2.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
J7A
Jack -Open
2
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951
A
A
Scale = 1:36.2
2 4=
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 Mflek Industries, Inc. Fn Sep 13 11:54:37 Page: 1
ID:sk7YBph.BMWTWIIFx1cye5A5-W3XPnjuAUShAX_d ZrOJyex6iH8PYe8X0_H19Zye3dO
7-0
7-0
12 2
d
A
Loading
(Pat)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.97
Ven(LL)
-0.11
1-3
o695
240
MT20 2441190
TCDL
15.0
Lumber DOL
I
1.25
BC
I
0.57
Ven(CT)
-0.23
1-3
-347
180
I
BCLL
0.0
Rep Stress ]nor
YES
WB
0.00
Hofz(CT)
1
0.00
2
n/a
We
BCDL
10.0
Code
FBC20171TPI2014
Matrix-P
Weight 22 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied.
SOT CHORD Rigid ceiling directly applied or 10-0-0 no
bracing.
REACTIONS (lb/size) 1=29710-8-0, (min. 0-1-8), 2=2311
Mechanical, (min. 0-1-8). 3=66/
Mechanical, (min. 0-1-8)
Max Hertz 1=163 (LC 8)
Max Uplift 1=82 (LC 8), 2=-187 (LC 8) i
Max Grav 1=297 (LC 1). 2=231 (LC 1). 3=132
(LC 3)
FORCES (Ib) - Max. Comp./Max Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 82 Ib uplift at joint
1 and 187 lb uplift at joint 2.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
HUMPHREY RES
R1001
Valley
1
1
Job Reference (optional)
Southern Truss, Ft Rama, FL., 34951
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries. Inc. Fit Sep 13 11:54:32 Page: 1
ID:MkGM08v5Lk lynt8KdcNxye3gK-W3XPdluAUSM1AX_dZr Jycz9YH44Ye8X0_H19Zye3tl0
F10-9
12
E1
W.
R
F
3
2xds 2x4•
610A
Scale = 1:34.8 �
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deg
L/d
PLATES GRIP
TCLL (root)
20.0
Plate Grip DOL
1.25
TC
0.78
Vert(LL)
n/a
- n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.78
Vert(TL)
We
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WE
0.00
Horiz(TQ
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Malrix-P
Weight: 24 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-10-8 cc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=27016-10-8, (min. 0-1-8),
3=27016-10-8, (min. 0-1-8)
Max Hodz 1=139 (LC 8)
Max Uplift 1=78 (LC 8), 3=-136 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vul1=170mph (3-second gust)
Vasd=132mph; TCDL=5.Dpsf; BCDL=5.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18;MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 78 Ib uplift at joint
1 and 136 Ib uplift at joint 3.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
HUMPHREY RES
R1002
Valley
1
1
Job Reference (optional)
50athem Iwas, n. Pierce, rL., J410a1 Run: 8.31 5 Aug 13 2019 Prat: 8.310 5 Aug 13 2U19 MITek Industries. Inc. Fri Sep 13 11:54:37 Page: 1
ID:kHkGMOSvSLkmlynt8KdcNxye3g K.W3XPdjuAUShAX_dZrOJyexDBHBEYe8X0 H1gZye3d8
0.108
12 2x4.
5 2
ry 3 A
Wo 2x4.
4-108
Scale = 1:31.8 1
Loading (psf)
Spacing 2-0-0
CSI
DEFL in (loc) /de0 Lid
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL
1.25
TC
0.55
Vert(LL) n/a - n/a 999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC
0.32
Vert(TL) n/a - n/a 999
BCLL 0.0
Rep Suess Incr YES
WB
0.00
Horiz(TL) n/a - n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
-
Weight: 16 Ill FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-10-8 oc pudins, except end verticals.
SOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=180/4-10-8, (min. 0-1-8),
3=180/4-10-8. (min. 0-1-8)
Max Honz 1=93 (LC 8)
Max Uplift 1=52 (LC 8), 3=-91 (LC 8)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vul1=170mph (3-second gust)
Vasd=132mph; TCDL=5.Ops/; BCDL=5.Opsf; h=12ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 52 lb uplift at joint
1 and 91 Ib uplift at joint 3.
LOAD CASE(S) Standard
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
R1003
Valley
1
1
Job Reference (optional)
nun: 0.41 a Aug I Zulu rune n.41u a Aug IL ZUIU MI IeK Industres, Inc. Fri Sep 13 11:54:37 Page: 1
ID:kHkGMOBv5Lkm1yntBKdcNxye3gK-W3XPNI UShAX_dZrOJyexKuHFAYe8X0_H19Zye3dO
2-1"
12
5 240
2
f
3 TI
26s 2x4•
2-10-8
Scale = 1:28S
Loading
(ps0
Spacing
2-0-0
CS'
DEF
in
(lac) I/deb
L/d
PLATES GRIP
TCLL (root)
20.0
Plate Grip DOL
1.25
TC
0.12
Vert(LL)
n/a
n/a
999
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
I
0.07
Vert(TL)
I
n/a
n/a
999
I
BCLL
0.0
Re Stress Incr
YES
W B
0.00
Horiz(TL)
n/a
me
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-P
Weight: 9 Ib FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
GOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directlyapplied or
2-10-8 cc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 no
bracing.
REACTIONS (lb/size) 1=9012-10-8. (min. 0-1-8),
3=9012-10-8. (min. 0-1-8)
Max Hertz 1=46 (LC 8)
Max Uplift 1=26 (LC 8), 3=45 (LC 8)
FORCES (Ib) - Max. Comp./Man. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
H; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 26 lb uplift at joint
1 and 45 Ib uplift at joint 3.
LOAD CASE(S) Standard
u
Job
Truss
Truss Type
Qly
Ply
HUMPHREY RES
R1004
Valley
1
1
Job Reference (optional)
._-_, _----- _.__. ,.,,��. 0.0� o.wy m zu iv nun. 0.1u .caul a ev le m u ea meusmee. Inc. Fd See 1311:54:37 Page:1
ID:kH kGM O0v5LkmlyntB KdcNxye3g K-W3XPnh+AU Sh _dZ1QJyexDtH 86Ye0XO_H 19Zye3d0
4-t Lo 1
12 &44
5 2
fz
Ll
h
3
3 4e 2r44
4-11-0
Scale = 1:31.9
Loading
(Pat)
Spacing
2-0-0
CS'
DEFL
in
(loc) Wait
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.56
Vert(LL)
n/a
- We
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.33
VerhTL)
ma
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horiz(TL)
0.00
3 n/a
rue
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight 16 lb FT = 10%
LUMBER
TOP CHORD 2X4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-11-0 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=182/4-11-0. (min. 0-1-8),
3=182/4-11-0. (min. 0-1-8)
Max Horiz 1=94 (LC 8)
Max Uplift I=53 (LC 8). 3=-92 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vul1=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cal.
II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcunent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 53 lb uplift at joint
1 and 92 lb uplift at joint 3.
LOAD CASE(S) Standard
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
R1005
Valley
1
1
7
Job Reference (optional)
nun. oa o ne9 u s rune o.,a a nu9 a 4um muax �ndusMas, Na. Fd Sep 13 115437 Page: 1
ID:kHkGMOBv5LkmiynlBKdcNxye39K-W3xPnjuAUShAx_dzrO3yex oHF7Ye8x0 H19Zya3dO
2.114
12
5 2x4.
2
I £3FI
2x4e 2x4.
Scale = 1:28.9
Loading
(ps0
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deb
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.13
Vert(LL)
We
- Wa
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.08
Vert(TL)
n/a
- me
999
BCLL
0.0
Rep Stress [nor
YES
WB
0.00
Horiz(TL)
We
- n/a
me
BCDL
10.0
Code
FBC20171TPI2014
Matrix-P
Weight: 9In FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP Nc.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-11-0 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=92/2-11-0, (min. 0-1-8).
3=92/2-11-0, (min. 0-1-8)
Max Hertz 1=47 (LC 8)
Max Uplift 1=-27 (LC 8), 3=-46 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pat bottom
chord live load nonconcument with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 27 lb uplift at joint
1 and 46 Ib uplift at joint 3.
LOAD CASE(S) Standard
1���� v MBLE9
Q\ GENSF
4 7-
P76051
?^STA^T9E OAF!
%Oc'• �LORIOP
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
T1
Common
3
1
Job Reference (optional)
-144
Scale = 1:66.3
nun: a.el 5 Pug 13 2019 F.t 5.310 5 Fug 13 2019 KTek Indushies, Inc. Fd Sep 13 11:54:37 Page: 1
ID:sk7YSphz OflhWTWIIFxlcye5AS-W3xPnjuAUShA%_dZrQJyexDAH3iYRt O_H19Zye3d0
21-7A
4.4-
5
30.8-3 32-
3x5= 1A. 3x4- 1.4, 3x5=
3x8-
7-11-14
15 4)
22A 2
30.8-0
9
Plate Offsets (X, Y): [2:0-2-8,0-1-10], [4:0-1-8,0-1-81, [6:0-1-8,0-1-81. [8:0-2-8,0-1-10]
Loading
(pan
Spacing
2-0-0
CSI
DEFL
in
(loc)
Well
L/d
PLATES71bIFT
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.55
Vert(LL)
0.14
2-13
>999
24(
MT20
TCDL
15.0
Lumber DOL
1.25
BC
0.87
Vert(CT)
-0.29
8-10
-999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.85
Horz(CT)
0.11
8
We
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 1%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing dlrectly applied or
3-9-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-7-3 ec
bracing.
REACTIONS (lb/size) 2=1467/0-8.0, (min. 0-1-12),
8=1467/0-8.0, (min. 0-1-12)
Max Horiz 2=-142 (LC 9)
Max Uplift 2=503 (LC 8), 8=-503 (LC 9)
FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2663/779, 3-4=-2446/802,
4-5=-1821/606, 5-6=-1821/606,
6-7=-2446/802, 7-8=-2663/780
SOT CHORD 2-13=-735/2337, 12-13=-753/2282,
11-12=-753/2282, 10-11=611/2282,
8-10=-593/2337
WEBS 5-11=-289/988, 6-11=-833/477, 6-10=0/348,
4-11=-833/476, 4-13=01348
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) All platesareMT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chard live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 503 Ib uplift at joint
2 and 503 lb uplift at joint 8.
LOAD-CASE(S) Standard
Job
Truss
Truss Type
Oly
Ply
HUMPHREY RES
T2
Hip
1
Job Reference (optional)
seumem imse, .r. riema, ram., m.aa, Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MRek industries. Inc. Fri Sep 1311:54:38 Page: i
ID:KwZw09ib(SnW1g21J9mA py 5AR_F5n3D)wxoaYeh2p6Z WsUNLhNKGx8gdelbh7ye3d7
4-9.14 94a 15d-0 21A-0 25-10.2 36&0 3240
y9 4-9.14 42-2 i 4-2-2 i a9.14 {.g
4x4= axe= 40=
4 5 e
Us. 3x8= 1.4. 3x8• Jx5=
9-1-12
15d-0
Scala = 1:56.3
Plate Offsets (X, Y): [2:0-2-8,0-1-10], [4:0-2-4,0-2-0], [6:0-2-4,0-2-0], [8:0-2-8,0-1-10]
218
3080
Loading
(pso
Spacing
2-0-0
CS'
DEFL
in
"Do)
"dell
L/d
PLATES GRIP
TCLL (root)
20.0
Plate Grip DOL
1.25
TC
0.59
Vert(LL)
0.19
11
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.97
Vert(CT)
-0.44
2-12
>814
180
BCLL
0.0
Rep Stress Incr
YES
WB
1
0.66
Horz(CT)
1
0.13
8
n/a
his
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 148 lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-13 oc purins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
REACTIONS (lb/size) 2=146710.8-0, (min. 0-1-12),
8=1467/0-8-0. (min. 0-1-12)
Max Horiz 2=88 (LC 9)
Max Uplift 2=504 (LC 4). 8=-504 (LC 5)
FORCES (lb) -Max. CompJMax. Ten. -All farces 250
(Ib) or less except when shown.
TOP CHORD 2-3=-2772/918, 3-4=-2462/823,
4-5=-2240/795, 5-6=-2240f795,
6.7=-2462/823, 7-8=-2772/918
BOT CHORD 2-12=-751/2468, 11-12=-849/2721,
10-11=-849/2721, 8-10=-76812468
WEBS 3-12=-279/284, 4-12=-118/589.
5-12=-662/278, 5-10=-662/278,
6-10=-118/589, 7-10=279/285
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7.10; Vul1=170mph (3-Second gust)
Vasd=132mph; TCDL=S.Opsh BCDL=S.Opst h=12ft; CaL
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nenconcument with any other live loads.
6) Provide mechanical connection (by others) of truss to
bgaring plate capable of withstanding 504 lb uplift at joint
2 gnd 504 Ib uplift at joint 8.
LOAD-CASE(S) Standard
B
E'EN,
761
2
Job
Truss
Truss Type
CRY
Ply
HUMPHREY RES
T3
Roof Special Girder
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce FL.. 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MRek Indus0ies, Inc. Fri Sep 13 11:54:38 Page: i
ID:ISAIUZgUX15VCpdu6yw w 5AH=F5n3DjWxoaYohZp6ZxWsUNL T30Kgdelbh?W3d7
-1-0 7-0 12.11.9 1&11-0 213E 249.14 30 32-0-0
d-0 7-0 5-114 5-11-8 2-0 3-66 "-2 -6-0
dx4=
3x4= SxB= 3x4=
3xd=
7-1-12 12-2-8 12-11-8 18-94 21-3-8 2M3.14 30-8-0
7-1-12 5012 0. 59-12 2-04 3-0e 6-4-2
Scale = 1:56.4
Plate Offsets (X, Y): [5:0-5-4,0-2-4], [7:0-5-4,0-2A], [16:0-4-0,0-2-12]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
Udell
Ltd
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.59
Ve t(LL)
0.12
19-20
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.61
Vert(CT)
-0.14
19.20
>999
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.45
Horz(CT)
0.02
16
n/a
nfa
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 142 lb FT = 10%
LUMBER
TOP CHORD
2x4 SP No.2 *Except* T2:2x4 SP M 31
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
4-8-8 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS
1 Row at midpt 5-16
REACTIONS All bearings 18-9.0. except 2=0-8-0, 17=0-3-8
(Ib) - Max Horiz 2=-91 (LC 9)
Max Uplift All uplift 100 (Ib) or less at j0int(s)
13, 17 except 2=-412 (LC 8),
10=164 (LC 22), 12=287 (LC 26).
14=289 (LC 25). 16=905 (LC 8)
Max Grav All reactions 250 (lb) or less at joint
(s) 13 except 2=913 (LC 17),
10=314 (LC 1), 12=578 (LC 18).
14=385 (LC 14), 16=1568 (LC 17).
17=321 (LC 3)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
TOP CHORD 2-3=-1373/591. 3-4=-12961634,
4-5=-12441637, 5-21 =-1 521322,
21-22=-152/323, 6-22=-152/323.
6-7=-152/323
BOT CHORD 2-20=-548/1180, 19-20=-548/1180,
18-19=-548/1180, 18-23=-542/1195,
23-24=-542/1195, 17-24=-542/1195.
16-17=-542/1195
WEBS- 5-18=0/560, 5-16=1694/841, 6-16=-677/493,
7-16=-291/176, 7-14=-278/344,
9-12=-423/327
NOTIxS '
1) Undbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat
If; -Exp C: Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSIfrPI 1.
4) Provide adequate drainage to prevent water poniing.
5) All plates are tx4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 13, 17 except Qt=1b) 2=412, 16=905, 14=289,
10=163. 12=287.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 505 lb
down and 503 lb up at 7-0-0, and 186 lb down and 197
lb up at 9-D-12, and 201 lb down and 205 lb up at
11-0-12 on top chord, and 250 to down at 7-0-0. and 92
lb down at 9-0-12. and 92 Ib down at 11-0-12 an bottom
chord. The design/selection of such connection device
(a) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead t Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-5=-70, 5-7=-70, 7-8=70, 8-11=-70, 2-10=-20
Concentrated Loads (lb)
Vem 5=408 (F); 18=-133 (F), 21=-146 (F), 22=-161
(F), 23=46 (F), 24=46 (F)
GENSE X4-
�0� p6051 `
STATE OF ;
�O�c� �C OR% SIONAAL
Job
Truss
Truss Type
City
Ply
HUMPHREY RES
T4
Hip
1
1
Job Reference (optional)
Southam Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 5 Aug 13 2019 WTek Industries. Inc. Fri Sep 1311:54:38 Page: 1
ID:KwZw09ibfSnWIg21J7mAapyeSAR-_F5n3D)WxoaYohZp6Z YVsUPuhSxG2bgdelbh?ye3d7
s.Ge 10.10 19-9.0 2M,O -
e-ao 1-a0 ae-o yg
axe=
=OHS 4x10=
2
U0 1x4u us. 3x4•
NOP2XSTP
8.7-12
7-40
Scale =cats
afalz
Plate Offsets (X, Y): (1:0-1-14.0-0-2]. [2:0-7-0,0-2-4], [3:0-3-0,0-2-4], [6:0-3-0,0-3-0]
1a14
1890
5
Loadin 9
(psf)
Spacing
2-0-0
CSI
DEFL
in
loc)
Well
L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.49
Ven(LL)
-0.12
4-6
-999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.68
Verl(CT)
-0.28
4-6
-451
180
MT20HS
187/143
BCLL
0.0
Rep Stress Incr
YES
WR
0.24
Horz(CT)
0.01
4
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
MalriX-S
Weight 751b
FT= 10%
LUMBER
TOP CHORD 2X4 SP M 31 'Except' T2:2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=45210-8-0, (min. 0-1-8),
4=688/0-8-0, (min. 0.1-8),
8=60410-8-0, (min. 0-1-8)
Max Horiz 1=97 (LC 9)
Max Uplift 1=214 (LC 8), 4=-308 (LC 9),
8=76 (LC 8)
Max Grav 1=452 (LC 1). 4=688 (LC 1). 8=636
(LC 3)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-488/286, 2-3=-533/358, 34=-704/309
BOT CHORD 1-8=-168/346, 7-8=168/346, 6-7=-1621316,
4-6=-153/540
WEBS 2-7=-739/133, 2-6=133/640
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10: Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) Thts truss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
6) Provide mechanical connection (by others) of truss to
bEaring plate capable of withstanding 214 Ib uplift at joint
1, 308 lb uplift at joint 4 and 76 lb uplift at Joint 8.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
Ply
HUMPHREY RES
TS
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss. Ft. Pierce, FL., 34951 -
' A A
1
• b
a
Scale = 1:36.1
Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MTek Industries, Inc. Fri Sep 13 11:5,118 Page: 1
ID:1sAiUZgUX15VCpdu6yW_wyeSAH_F5n3DIWxoayohZpGZxWsUIghS6G4ngdelbh7ye3d4
741.0 &1-0
I
7-0-0 1L1-0
4u-
12
x4= 10.
NOPM STP
7-1-12
e-1-0
3
3x5=
Mr20HS 4.6.
Plate Offsets (X, Y): [1:0-1-14,0-0-10], [2:0-2-4,0-2-0], [3:Edge,0-1-8], [4:Edge,0-3-81
Loading
(psf)
Spacing
2-0-0
Cal
DEFL
in
(loc)
Wet
L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.94
Vert(LL)
0.14
1-5
>649
240
MT20
2441190
TCDL
15.0
Lumber DOL
1.25
BC -
0.67
Vert(CT)
-0.28
1-5
>326
180
MT20HS
187/143
BCLL
0.0
Rep Stress Incr
NO
WB
0.10
Horz(CT)
0.00
4
n/a
We
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 33 lb
FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.2 *Except W1:2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-4-5 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=377/0-8-0. (min. 0-1-8),
4=894/0-8-0. (min. 0-1-8)
Max Hertz 1=165 (LC 21)
Max Uplift 1=115 (LC 8), 4=475 (LC 8)
FORCES (lb) -Max. CompJMax. Ten. -All farces 250
(Ib) or less except when shown.
TOP CHORD 1-2=-267/11, 3-4=-458/262
WEBS 2-5=-219/348
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat.
11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 115 Ib uplift at joint
1 and 475 Ib uplift at joint 4.
6) Hanger(s) or other connection deviee(s) shall be
provided sufficient to support concentrated load(s) 286 Ib
down and 283 It, up at 7-11-4. and 166 lb down and 204
Iblip at 7-0-0 an top chord, and 254111 down at 7-0-0
an bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) IR the LOAD CASE(S) section, loads applied to the face
of -the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
.Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-2=-70, 2-3=-70, 1-4=-20
Concentrated Loads (lb)
Vert: 2=-166 (F). 3=-286 (F), 5=134 (F)
Job -- _-- _
--Truss=—_.__ _ _ _ -
.Truss Type - _ _ __ ._
Oly
.Ply__-
HUMPHREYRES- -
Tfi -- -
Common
2
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 - - - Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 1,1111161, Industries, Inc. Fri Sepia 11:5,138 - Page: 1
-- - ID:KWZWO9ibfSnWlg21J?m pyeSAR_F5n3DIWxoaYohZp6ZxW5U0VhX604tgdelbh?ye3d?
-14-0 6.g-0 11J-0 12A-0
A
Style = 1:37.7
4x4=
12
5 __ 3
3x4= 1.4. 3x4=
ME
5
Loading
last)
Spacing
2-0-0
CS'
DEFL
in
(loc)
1/deft
Lld
PLATES GRIP
TCLL (roof)'
20.0
Plate Grip DOL
1.25
TC
0.39
Ven(LL)
0.02
2-6
"99
240
MT20 2441190
TCDL
15.0
Lumber DOL
_ 1.25
BC
0.35
Vert(CT)
-0.05
2-6
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.10
Horz(CT)
0.01
4
We
We
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 43 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 no
bracing.
REACTIONS (lb/size) 2=597/D-8-0, (min. 0-1-8),
4=597/0-8-0. (min. 0-1-8)
Max Horiz 2=60 (LC 8)
Max Uplift 2=218 (LC 8). 4=-218 (LC 9)
FORCES (lb) -Max. CompdMax. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-699M95, 3-4=-699/195
BOT CHORD 2-6=-114/567, 4-6=-114/567
WEBS 3-6=0/256
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vul1=170mph (3-second gust)
Vasd=132mph; TCDL=5.OpsF BCDL=S.Opsf; h=12ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed far a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 218 Ib uplift at joint
2 and 218 lb uplift at joint 4.
LOAD C.ASE(S) Standard
r
Job - __—_ —=
-Truss= -- -_--
'Truss Type—_— . -_ _°
Oly -
Ply —
HUMPHREY RES
T15A -- " ---
-Common
4
1
- - - -
Job Reference (optional)
aopmam OVse, n. nerve, I - - - Run: a.d1 a Aug to cute "re 641U s Aug n 2me h11lax Inft$Ules; Inc. Fri Sep 1391:54:3a page:'I
-- - - IO:KwZwOgibfSnWIg21J?m pye5AR-_F5n30jWxpaY1hZp6ZxYVsUPAAXZG4rgde1bh?ye3d?
5A-0 11i 12d
58a 580 yo
Y
h
h
A
I
'a
a
Scale = 1:37.7
4x4-
12
5 r— 2
U4= 1x4. 3x4=
seo
4
Loading
(PSI)
Spacing
2-0-0
CS'
DEFL
in
(toc)
Well
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Gdp DOL
1.25
TC
0.47
Ven(LL)
0.02
1-5
-999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.36
Vert(CT)
-0.06
1-5
-999
180
BCLL
0.0
Rep Stress Incr
YES
WE
0.10
Horz(CT)
0.01
3
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 41 Ib FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-9-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=47110-8-0, (min. 0-1-8),
3=60610-8-0. (min. 0-1-8)
Max Hertz 1=72 (LC 9)
Max Uplift 1=156 (LC 8), 3=-220 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
TOP CHORD 1-2=-7221199, 2-3=728/210
BOT CHORD 1-5=-1281593, 3-5=-128/593
WEBS 2-5=0/260
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Ops/; h=12ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 156 lb uplift at joint
1 and 220 lb uplift at joint 3.
LOAD CASE(S) Standard
STATE OF.
COR�DV'- �
OFFICE USE ONLY:
DATE FILED: �I.jalI1q PERMIT# 1908-0123�/
REVISION FEE: 1� 010 RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCANNED
2300 VIRGINIA AVENUE BY
FORT PIERCE, FL 34982.5652 St. Lucie County
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
150 SE Celestia Court, Port Saint Lucie, FL 34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Energy Calculations per Frame All Inspection comments
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1509119 ST. LUCIE CO CERT. #: 26256
13USMSSNAME: Black Street Enterprises, LLC
QUALIFIERS NAME: Lionel j. Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: Port Saint Lucie STATE. Florida ZIP: 34986
PHONE (DAYTIME): (772) 344-8201 FAX: (772) 344-8203
OWNER/BUILDER INFORMATION:
NAME: Jeremy Humphrey
150 SE Celestia Court
CITY: PortSaint Lucie STATE: Florida
PHONE (DAYTIME: (772) 62"941 FAX: _
ARCHITECT/ENGINEER INFORMATION:
NAME: Robert F Sonberg
ZIP: 34983
ADDRESS: 113 Bent Tree Drive
CITY: Palm Beach Gardens STATE: Florida ZIP: 33418
PHONE (DAYTIME): (561) 691-9277 FAX:
FILE COPY
SLCCC.- 9123109 In LVI�'
Revised 0616/30/1/17
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: HUMPREY RESIDENCE
Builder Name:
Street: 150 CELESTIA COURT
Permit Office: ST. LUCIE COUNTY
City, State, Zip: PORT ST.LUCIE , FL,
Permit Number:
Owner. JEREMY HUMPHREY
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing New (From Plans)
9. Wall Types (1072.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=13.0 1072.00 a'
b. N/A
R= ft'
3. Number of units, if multiple family 1
c. NIA
R= ffl
4. Number of Bedrooms 2
d. NIA
R= ft
10. Ceiling Types (1048.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 1048.00 ft'
6. Conditioned floor area above grade (ft') 1048
b. NIA
R= ft'
c. NIA
R= ft'
Conditioned floor area below grade (fl') 0
11. Ducts
R ft•
7. Windows(57.0 sgft.) Description Area
a. Sup: Attic, Ret: Attic, AH: A/C
6 125
a. U-Factor: Dbl, U=0.46 57.00 ft
SHGC: SHGC=0.56
b. U-Factor: N/A fN
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
23.6 SEER:16.00
c. U-Factor: NIA ft'
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: NIA R2
a. Electric Strip Heat
17.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 4.000 ft.
Area Weighted Average SHGC: 0.560
14. Hot water systems
a. Electric
Cap: 50 gallons
S. Floor Types (1048.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1049.00 fl'
b. Conservation features
b. NIA R= ft'
None
c. N/A R= ft'
15. Credits
Pstat
Glass/Floor Area: 0.054 Total Proposed Modified Loads: 31.60
PASS
Total Baseline Loads: 37.89
1 hereby certify that the plans and specifications covered by
Review of the plans and
fTy18 STgT
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
I- >+,�';.••��„ !a
-
with the Florida Energy Code.
.0 .. ... `.
PREPA( DQYA _
Before construction is completed
r '
_
DATE: `` Z
this building will be inspected for
..
`
_
compliance with Section 553.908
•�,
I hereby certify that this bull 1ng, s designed, is in compliance
Florida Statutes.
5•C
COD
with the Florida Energy Cc
Wg'T¢U
OWNER/AGENT
BUILDING OFFICIAL:
DATE: 1 I q
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.MIAF
�a
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accor41.1 nd qls pfgleCD ires
an envelope leakage test report with envelope leakage no greater than 5.00 ACHNIJ
®® I�O
�! I S 1-001N C�Op'DEp �Cf'�Oi1l1�P(L�I�►MNTC1v4E
11/12f20199:39AM EnergyGaugeOUSA6.0.02(Rev.1) FlaRes27 FBC Slh EditiBn�(2 �'Cbfn� f^^S6ft�3r� "1\ - /7iv4l�ege 1 of 5
' BOCW. �F L/ l
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: HUMPREY RESIDENCE Bedrooms: 2
Address Type:
Street Address
Building Type: User Conditioned Area: 1048
Lot #
Owner Name: JEREMY HUMPHREY Total Stories: 1
BlocWSubdivision:
# of Units: 1 Worst Case: No
PlatBoolc
Builder Name: Rotate Angle: 0
Street:
150 CELESTA
COURT
Permit Office: ST. LUCIE COUNTY Cross Ventilation: No
County.
St. Lucie
Jurisdiction: Whole House Fan: No
City, State, Zip:
PORT ST.LUCIE
,
Family Type: Single-family
FL,
New/Ecisting: New (From Plans)
Comment:
CLIMATE
Design Temp
IM Design Temp Heating
Design
Daily Temp
Design Location TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FL VERO BEACH MUNI 39 90
70
75 299
62
LOW
BLOCKS
Number Name Area Volume
1 Entire House 1048 8384
SPACES
Number Name Area Volume Kitchen Occupants
Bedrooms
Infil 10 Finished Cooled
Heated
1 MASTERSEDROO 171 1358 No 1
1
1 Yes
Yes
Yes
2 BATH 40 320 No 0-
1 Yes
Yes
Yes
3 A/C 9 72 No 0
1 No
Yes
Yes
4 BEDROOM2 188 1504 No 1
1
1 Yes
Yes
Yes
5 HALL 32 256 No 0
1 No
Yes
Yes
6 M BATH 60 480 No 0
1 Yes
Yes
Yes
7 UTILITY 48 384 No 0
1 No
Yes
Yes
8 KITCHEN 156 1248 Yes 0
1 Yes
Yes
Yes
9 LIVING/DINING 344 2752 No 2
1 Yes
Yes
Yes
FLOORS
# Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1
1 Slab -On -Grade Edge Insulation MASTERSEDRO 28 ft 0
171 ft-
__
0 1
0
251ab-On-Grade Edge Insulation BATH 5 it 0
40 W
___
0 1
0
3 Slab -On -Grade Edge Insulation A/C i ft 0
9 ft°
_
0 1
0
4SIab-On-Grade Edge Insulation BEDROOM 2 33 ft 0
1Be R'
__
0 1
0
5 Slab -On -Grade Edge Insulation HALL 1 ft 0
32 ft-
__
0 1
0
6 Slab -On -Grade Edge Insulation M BATH Sit 0
50 fi
____
0 1
0
7 Slab -On -Grade Edge Insulation UTILITY 1 ft 0
48 ft'
0 1
0
11112/2019 9:39 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
FLOORS
#
Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood Carpet
8 Slab -On -Grade Edge Insulation KITCHEN 25 It
0
156 ft-
___
0
1
0
9 Slab -On -Grade Edge Insulation LIVINGIDINING 37 ft
0
344 ft'
____
0
1
0
ROOF
/
Roof
Gable
Roof
Red
Solar
SA Emitt
Emitt Deck
Pitch
V
#
Type Materials Area
Area
Color
Barr
Abscr.
Tested
Tested Insul.
(deg)
1
Hip Composition shingles 1135 ft'
0 fP Medium
N
0.6
No 0.9
No 0
22.6
ATTIC
/
V
#
Type Ventilation
Vent Ratio (1 in)
Area
RBS
IRCC
1
Full attic Vented
150
1048 ft'
N
N
CEILING
#
Ceiling Type Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
Under Attic (Vented) MASTERBEDRO
30
Blown
171 ft'
0.1
Wood
2
Under Attic (Vented) BATH
30
Blown
40 ft'
0.1
Wood
3
Under Attic (Vented) A/C
30
Blown
9ft2
0.1
Wood
4
Under Attic (Vented) BEDROOM
30
Blown
188 ft'
0.1
Wood
_
5
Under Attic (Vented) HALL
30
Blown
32'ft'
0.1
Wood
_
6
Under Attic (Vented) M BATH
30
Blown
60 ft'
0.1
Wood
_
7
Under Attic (Vented) UTILITY
30
Blown
48 ft'
0.1
Wood
8
Under Attic (Vented) KITCHEN
30
Blown
156 ft'
0.1
Wood
9
Under Attic (Vented) LIVING/DINING
30
Blown
344 ft
0.1
Wood
WALLS
Adjacent Cavity Width
Height
Sheathing Framing Solar
Below
rnt
Tn Wall Type Space R-/aIl1P
Ft In
Ft
I
Area
R %I IUa Fraction
Ahem
Cmdp%
_ 1
BE
Exterior Concrete Black - Ext InsMASTERBED
13 16
0 8
0
128.0 ft'
0
0
0.5
0
_ 2
SW
Exterior Concrete Block- Ext InsNfASTERBED
13 12
0 8
0
96.0 ft'
0
0
0.5
0
_ 3
SE
Exterior Concrete Block - Ext Insul BATH
13 5
0 8
0
40.0 ft'
0
O
0.5
0
_ 4
NE
Exterior Concrete Block - Ext InsIBEDROOM 2
13 14
0 8
0
112.0 ft'
0
0
0.5
0
_ 5
SE
Exterior Concrete Block- Ext InsQEDROOM 2
13 15
0 8
0
120.0 IF
0
0
0.5
0
_ 6
NW
Exterior Concrete Block - Ext InsIBEDROOM 2
13 4
0 8
0
32.0 ft'
0
0
0.5
0
_ 7
SW
Exterior Concrete Block - Ext Insul M BATH
13 6
0 8
0
48.0 ft'
0
0
0.5
0
_ 8
SW
Exterior Concrete Block- Ext Insul KITCHEN
13 13
0 8
0
104.0 ft'
0
0
0.5
0
_ 9
NW
Exterior Concrete Block - Ext Insul KITCHEN
13 12
0 8
0
96.0 IF
0
0
0.5
0
_ 10
NE
Exterior Concrete Block- Ext InsLIVINGfDININ
13 17
0 8
0
136.0 ft'
0
0
0.5
0
11
NW
Exterior Concrete Block- Ext InsbIVING/DININ
13 20
0 8
0
160.0 ft'
0
0
0.6
0
11/12/2019 9:39 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
DOORS
#
Omt Door Type
Space Storms U-Value Ft Width In
Ft e1gh In
Area
_ 1
2
NW Insulated
NE Insulated
IQTCHEN None .39 3
LIVINGlOININ None .39 3
6 S
6 6
20 R'
20 it -
WINDOWS
Orientation shown Is the entered, Proposed orientation.
_ /
V #
Wall
Omt ID Frame Panes
Overhang
NFRC U-Factor SHOO Imp Area Depth Separation
Int Shade
Screening
1
_ 2
_ 3
4
SW 2 Vinyl Low-E Double
NE 4 VInyl Low-E Double
SW 6 Mnyl Low-E Double
NW 11 Vinyl Low-E Double
Yes 0.46 0.56 N 15.0 W 2 ft 01n t ft 4 in
Yes 0.46 0.56 N 15.0 it- 2 it 0 in 1 ft 4 in
Yes 0.46 0.56 N 9.0 fN 2 ft O In 1 ft 4 in
Yes 0.46 0.56 N 18.0 ft' 2 it 0In 1 ft 4 in
None
None
None
None
None
None
None
None
INFILTRATION
# Scope
Method
SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000254
698.7 38.36 72.13 .0881
5
HEATING SYSTEM
#
System Type
Subtype Efficiency Capacity
Block
Ducts
t
Electric Strip Heat/
None COPA 17 kBtulhr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype Efficiency Capacity Air Flow
SHR Block
Ducts
1
Central Unit?
Split SEER: 15 23.6 kBtulhr Ginn
0.7 1
sys#1
HOT WATER SYSTEM
#
System Type SubType
Location EF Cap Use SetPnt
Conservation
1
Electric None
UTILITY 0.95 50 gal 60.9 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cart # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume
FEF
None None
it -
DUCTS
#
—Supply—
Location R-Value Area
—Return Air CFM 25 CFM25
Location Area Leakage Type Handier TOT OUT
QN RLF
HVAC#
Heat Coot
i
Attic 6 125 ft'
Attic 45 ft' Default Leakage A/C (Default) c(Default) c
1 1
1111212019 9:39 AM Er WWGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5
Fnann odnq-9n17 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Progremable Thermostat:
Y
Ceiling Fans:
Cooling[[�x�1 Jan [[
HeatinJan [X]
�]] Feb
Feb
[[ ]] Mar
[XI Mar
Apr
[f
may
4X Jun
Jun
Jul
Jul
Au
Aug
�D01 Se
Sep
r Oct rDOI
OOct
Nov
Nov
Dec
Dec
Venting [ ]Jan [[
l l
11 Feb
[[�X11 Mar
Apr
[
May
[ Jun
[ J
[X)
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
PM
80
80
78
78
78
Cooling(WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
Heating(WD)
AM
66
66
66
66
66
68
Be
68
68
68
68
68
68
68
68
68
68
66
68
66
PM
Be
68
68
68
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
68
68
66
68
66
PM
68
68
68
68
68
68
68
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(B lbs/sq.ft.
0IF
0 ft
0.3
MASTERBEDR00
Default(B lbs/sq.ft.
ft-
it
0.3
BATH
Default(8 lbs/sq.ft.
ft'
It
0.3
A/C
Default(8 lbs/sq.ft.
ft'
It
0.3
BEDROOM 2
Default(8 lbs/sq.ft.
ft.
it
0.3
HALL
Default(81bs/sq.ft.
ft'
it
0.3
M BATH
Defauft(8 lbs/sq.ft.
ft.
It
0.3
UTILITY
Defaud(81bs/sq.ft.
ft'
It
0.3
KITCHEN
Default(8 Ibs1s.ft.
ft'
it
0.3
LIVING/DINING
11/12/2019 9:39 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: HUMPREY RESIDENCE Builder Name:
Street: 150 CELESTIA COURT Permit Office: ST. LUCIE COUNTY
City, State, Zip: PORT ST.LUCIE , FL, Permit Number.
Owner: JEREMY HUMPHREY Jurisdiction:
W
x
Design Location: FL, Fort Pierce
O
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barder shall be installed in the building envelope.
Air -permeable insulation shall
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.
The air barrier in any dropped ceiling/soffit shall be aligned with the
The Insulation in any dropped ceiling/soffit
Ceil(ng/attic
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.
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be sealed.
shall be insulated by completely filling the cavity with a
Knee walls shall be sealed.
material having a thermal resistance of R-3 per inch
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.
Floors
The air barrier shall be installed at any exposed edge of insulation.
Floor framing cavity insulation shall be installed to
(including
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation shall
and cantilevered floors)
be permitted to be in contact with the top side of
sheathing, or continuous insulation installed on the
underside of floor framing and extends from the bottorr
to the top of all perimeter floor framing members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with a
Where provided instead of floor insulation, insulation
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
cavities shall be filled by insulation that on Installation
Narrow cavities
readily conforms to the available cavity spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall
Recessed light fixtures installed in the building
be sealed to the drywall.
thermal envelope shall be airtight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring a
•
plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall ,
extend behind piping and wine
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall be
on exterior wall
tubs shall separate them from the showers and tubs.
insulated.
Electrical/phone box on
The air barrier 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.
Concealed
When required to be sealed, concealed fire sprinklers shall only be sealed
sprinklers
in a manner that is recommended by the manufacturer. Caulking or other
,
adhesive sealants shall not be used to fill voids between fire sprinkler
cover plates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of iuc-auu.
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2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX" = 83
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1. New (From Plans)
12. Ducts, location & insulation level
a) Supply ducts R
6.0
2. Single-family or multiple -family
2. Single-family
b) Return ducts R
6.0
c) AHU location
A/C
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
2
13. Cooling system: Capacity
23.6
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5.
No
b) Single package SEER
c) Ground/water source SEERICOP
6. Conditioned floor area (sq. ft.)
6.
1048
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor(weighted average)
7a.
0.460
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.560
14. Heating system: Capacity
17.0
c) Area
7c.
57.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
8. Skylights
c) Electric resistance COP
1.0
a) U-factor.(weighted average)
8a.
NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
e) Gas furnace, LPG AFUE
f) Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
9a.
0.0
b) Wood, raised (R-value)
9b.
15. Water heating system
c) Concrete, raised (R-value)
9C.
a) Electric resistance EF
0.95
b) Gas fired, natural gas EF
10. Wall type and insulation:
c) Gas fired, LPG EF
A. Exterior.
d) Solar system with tank EF
1. Wood frame (Insulation R-value)
10A1.
e) Dedicated heat pump with tank EF_
2. Masonry (Insulation R-value)
10A2.
13.0
f) Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value)
10131.
2. Masonry (Insulation R-value)
1062.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 11a. 30.0 b) Cross ventilation No
b) Single assembly 11b. c) Whole house fan No
c) Knee walls/skylight walls 11c. d) Multizone cooling credit
d) Radiant barrier Installed 11d. No e) Multizone heating credit
f) Programmable thermostat Yes
`Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder
Address of New Home: 150 CELESTA COURT City/FL Zip: PORT ST.LUCIE FL
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