HomeMy WebLinkAboutSUBMITTED PAPERSALL APP,W CABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 5 3 CJ SCANNED Permit Number: 5 a 1S
»- BY n-
St. Lucie County �
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Building
PROPOSED IMPROVEMENT LOCATION:
Address: 8012 Links Way, Port St Lucie, FL 34986
Legal Description: POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 43
Property Tax ID #: 3327-707-0047-000-4 Lot No.43
Site Plan Name: FAUGHEY Block No. nla
Project Name: FAUGHEY
Setbacks Front S • 'J Back: U, 5� Right Side: I �� Left Side: g O
DETAILED DESCRIPTION OF WORK:
NEW SFR
CONSTRUCTION INFORMATION:
Aaartional wor to �epe� orme un ert —checkispermit a apply:
ZHVAC El Gas Tank ZGas Piping _Shutters Q Windows/Doors
Electric ❑✓_ Plumbing []Sprinklers Generator Roof
Total Sq. Ft of Construction: 3564 5 Ft. of First Floor: 3564
Cost of Construction: $ 299,727 utilities SewerSeptic Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name Owen Faughey
Name: Karen Gordon
Address:4 Dartmouth St
Company: Paradise Homes Group
City: Forest Hills, State: NY
Address: 575 NW Mercantile Place #109
City: PSL, State: FL
Zip Code: 11375 Fax:
Phone No. 917-709-3132
Zip Code: 34986 Fax:
E-Mail: Faughey a(�� OL.com
Phone No. 772-621-4663
Fill in fee simple Title Holder on next page (if different
E-Mail: Permitting@ParadiseHomesFL.com
State or County License: CGC1518913
from the Owner listed above)
If value of construction is $2500 or more, a RECORDED Notice of Commencement Is required.
e aD � �_s
ZSUPPLEMENTALCONST,RUCTIONIIENLAW.INFORMATION. ,
DESIGNER/ENGINEER: x Not Applicable
Name: Stephen E. Kastner PE0039528
MORTGAGE COMPANY: x Not Applicable
Name:
Address: 5320 Florida Palm Ave
Address:
City; cocoa, State: FL
Zip: 32927 Phone: 321403-2093
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
Name:
BONDING COMPANY: x Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In considerationof the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording vour Notice of Commencement.
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF Sr L.u. C-�, COUNTY OF Si Lux",)
The forgoing instru ent was
this�dayof R"al/<
person
20
DAVID PAOLETTI
me The forgoing instrum ntwas acknowledged�re me
this�day of Si' 20 Eby
(Signature of Notar'yPublic-State of Florida )
Personally Known _ZOR Produced Identification
Type of Identification Produced
Commission No. (Seal)
Revised 07/15/2014
(Name of person acknowledging )
(Signature of Notary Public- e q lorida )
Personally Known- e i i atiori
Type of Identifi atitxXY!R4yd Dp-pp .
`9 Commission # FF 153351
Commission N `s' 'a/ Ex IresSeptemberpmj
•„P�•,, amWMr sion#ln,ivarc3351 Sta19
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
`IJr
INITIALS
I
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: Faughey Residence`
Project Address: 8012 Links Way, Port St. Lucie, FL
Permit#: Occupancy Type: R3 Construction Type: V-B
INSTRUCTIONS FOR USE: RECEI 4/ Z. This certification must be completed, signed, and sealed by the design professional of record. v
• Submit (2) copies for residential, (3) copies for commercial with all permit applications in g�q!Ofgving:
o New Residences (single or multi -family) L
PER;VIITTING
o Residential Addition St. Lucie County, FL
o Any accessory structure requiring a building permit
o Any non-residential structure.
Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Residential Code 2010 Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D
4. Design Wind Velocity 1fi0 mph X ASO _LRFD End Zone Width: See sh2DT3ft
5. Mean Roof Height 15 ft Roof Pitch: --> :12 Parapet: --> ft (See Sh 2 or 3)
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
+29.5 +32.1 +32.1 +55.8 +55.8 Zone 1: -50.9 Zone 2: -88.8 Zone 3: -131.3 Zone 4: -60.5 Zone 5: -747 Garage: __> (See Sh 2 Or 3 )
7. Design Loads: Floor: 55 PSF Roof/Dead: PSF Roof/Live: 20 Balcony: 55 PSF (See Sh 2 or 3
Dock: 40 PSF Deck: 55 PSF Stairs: 40 PSF Fence: N/A PSF Railings: 50 Plf PSF
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I als `,ygrf l t structural elements depicted on these plans provide adequate resistance to the design
forces sum : 3 yF 7/7
`eEN ��Steve Kastner, PE 39528
Print Name Cert # & Co. Cert Auth.
�\
-grit�i'd�.DatQ
Revised 0%ie]IJ7~��```
Kastner Engineering, LLC
I '-� Fy-
_— 1
Company Name & Address rILL i_<r _
V
a
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: FAUGHEY RESIDENCE
Builder Name;
Street 8012 LINKS WAY
Permit Office:
City, State, Zip: PORT ST. LUCIE , FL,
Permit Number:
Owner.
Design Location: FL, Fort Pierce
Jurisdiction:-
1. New constructionor existing New (From Plans)
9. Wan Typas (2260.0 sgfL)
Insulation Area
2. Single family or multiple family Single-family
- , a. Concrete Block - Ext Insul, Exterior
R=4.1 2040.00 fP
3. Number of units, if multiple fame 1
b. Frame - Wood, Adjacent
R=11.0 220.00 ft'
._.
o. WA
umber of Bedrooms - 3
d. WA
_
5. Is this a worst case? No
10. Ceiling Types (2257.0 sgfL)
R= �
Insulation Area
6. Conditioned floor area above grade (ft'� 2257
a. Under Attic (Vented)
b. N/A
R=30.0 '2257.00 ft-
Conditioned floor area below grade (tt2) 0
o. N/A.
R= ft,
R= ft'
- 7. Windows(336.0 sgft.) Description ,area
11. Ducts
a. Sup: Attic, Ret Attic, AH: Garage
R ft'
a. U-Factor: Sill, U=0.63 336.00 fN
6 325
SHGC: SHGC=025
b. U-Factor. NIA - fF
12. Cooling systems
kBtulhr Efficiency
SHGC:
a. Central Unit
46.5 SEER:16.00
c. U-Factor: WA ft'
SHGC:
�®
d. U-Factor: N!A tl'
13. Heating systems
kBtuthr Efficiency
SHGC:
Area Weighted Average Overhang Depth: 6.333 ft.
a. Electric Strip HasI G - 5 34.0 COP:1.00
`�
��\
Area Weighted Average SHGC: 0Y50
�3
14. Hot water systems
8. floor Types (2257.0 sq8.) Insulation Area
a' Electric 1^ \NCa FV
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R 0.0 2257.00
b. WA
Q�PM�Ga�t`rl•
h. Conservation features �,Veve
EF: 0.920
c. WA _
R ft2
None $
15. Credits
CF, "Pstat
Glass/Floor Area: 0.149 Total Proposed Modified Loads: 61.86
PASS
Total Baseline
Loads: 61.80
I hereby certify that the plans and specifications covered by
this
Review of the plans and
THE ST
9rF
calculation are in compliance with the Florida Energy
specifications covered by this
4V _
Code.
calculation indicates compliance
p
vrith the Florida Energy Code.
y4i
rr n.,,,,
PREPA
Before construction is completed
u� _
DATE: -
this building will be inspected for
"' O
compliance with Section 553,908
I hereby certify that this building, as designed, is in compliance'
Florida Statutes.
�CDD
with the Florida Energy Code.
WE �05
OWNERIAGENT: I e
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
7l10201511:01 AM EnergyGauge® USA -FlaRes2014'Section R405.4.1 Complaurt Software
6
CTPu cua. ��?9e 1of 4, £
FORM R405-2014
PROJECT
Title:
Building Type:
Owner:
#of Units:
Builder Name:
Permit Office:
Jurisdiction:
Fatuity Type:
New/E)isting:
Comment:
FAUGHEY RESIDENCE Bedrooms: 3
User Conditioned Area: 2257
Total Stories: 1
1 Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Single-family
New (From Plans)
-
Address Type:
Lot#
Block(SubDivision:
PlatBook:
Street
County.
Cily, State, ZIP:
Street Address
8012 LINKS WAY
ST. LUCIE COUNTY
PORT ST. LUCIE ,
FL,
CLIMATE
Design Location
eslgn emp-
TMY Site Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL ST_LUCIE_CO INTL 2 39 90
70
75 722
62 LOW
BLOCKS
Number
Name
Area Volume
1
Blockl
2257 22570
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
Infil ID Finished Cooled Heated
1
Main
2257 22570 Yes 4
3
1 Yes
Yes Yes
FLOORS
# Floor Type Space Perimeter R-Value
1 Slab -On -Grade Edge Insulatio Main 278 It 0
Area
2257 W
__
Tile Wood Carpet
0 0 1
ROOF
/
V #
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emilt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1
Hip
Barrel tile 2445 ftz 0 ft' Medium
0.96
No 0.9
No 0 22.6
ATTIC
/
V #
Type
Venfiation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 300 2257 fF
N N
CEILING
#
Ceiling Type
Space R-Value Area
Framing Free
Truss Type
1
Under Attic (Vented)
Main 30 2257 ft'
0.11
Wood
T * °
7110/2016 11:01 AM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
WALLS
Space
"'°'y
vY10°i
Hergnt
Sheathing Framing
solar
Below
1
SE
Exterior
Concrete Block - Ext Insul
Main
4.09999
60
10
600.0 ft2
0
0
0.75
-2
SW
Exterior
Concrete Block - Ext Insul
Main
4.09999
42
10
0
420.0, ft'
0
0
0.75
0
3
NW
Exterior
Concrete Block -Ext Insul
Main
4.09999
60
10
600.0 ft2
0
0
0.75
4
W
Exterior
Concrete Block - Ext Insul
Main
4.09999
42
10
420.0112
0
0
0.75
0
0
_ 5
NE
Garage
Frame - Wood
Main
11
22
10
220.0 ft-
0
0
0.75
0
DOORS
#
Omt
Door Type Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
WINDOWS
_ /
Wall
Overhang
V #
Omt
ID
Frame
Panes
NFRC
U-Factor SHGC
Area
Depth
Separation
Int Shade
Screening
1
SE
1
Metal
Low-E Single
Yes
0.63 0.25
20.0 It'
9 ft 0 in
6 It 0 in
Drapes/blinds
None
2
SE
1
Metal
Low-E Single
Yes
0.63 0.25
20.0 ft2
6 ft 0 in
6 It 0 in
Drapes/binds
None
3
SE
1
Metal
Low-E Single
Yes
0.63 0.25
21.0 f12
6 It 0 in
6 It 0 in
Drapes/blinds
None
4
SE
1
Metal
Low-E Single
Yes
0.63 0.25
96.0 R2
10 it 0 In
6 ft 0 in
Drapes/blinds
None
5
SE
1
Metal
Low-E Single
Yes
0.63 0.25
48.0 ft'
10 ft 0 in
6 ft 0 in
Drapes/blinds
None
6
SW
2
Metal
Low-E Single
Yes
0.63 0.25
20.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
7
SW
2
Metal
Low-E Single
Yes
0.63 0.25
6.0 ft2
2 ft 0 In
6 It 0 in
Drapes/binds
None
a
NW
3
Metal
Low-E Single
Yes
0.63 0.25
15.0 ft'
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
9
NW
3
Metal
Low-E Single
Yes
0.63 0.25
54.0 112
2 ft 0 in
6 It 0 in
Drapes/blinds
None
10
W
4
Metal
Low-E Single
Yes
0.63 0.25
30.0 ft'
2 ft 0 in
5 It 0 in
Drapes/blinds
None
11
W
4
Metal
Low-E Single
Yes
0.63 0.25
6.0 ft'
2 It 0 in
6 ft 0 in
Drapes/blinds
None
GARAGE
#
Floor Area
Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
594 ft2
384 ft2
22It
loft
11
INFILTRATION
# Scope
Method
SLA CFM 50 ELA
EgLA ACH ACH 50
1 Wholehcuse
Proposed ACH(50)
.000318 1880.8 103.26
194.19 .2319 5
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Strip Heat None COPA 34 kBtu/hr 1 sys#1
b I1 h.
7/10I2015 11:01 AM EnergyGauge®USA
-FlaRes2014 Section R405.4.1 Compliant Software Uv..'. �;,j tl acJe 3 ol4
FORM R405-2014
COOLING SYSTEM
# System Type
Subtype
Effidency
Capacity
Air Flow
SHR
Block
Ducts
1 Central Unit
None
SEER: 16
45.5 kBtulhr 1455 cfm
0.75
1
sys#1
HOT WATER SYSTEM
#
System Type
SubType
Location
EF Cap
Use
SetPnt
Conservation
1
Electric
None
Garage
0.92 50 gal
60 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cert #
Company Name
System Model # Collector Model
Collector
# Area
Storage
Volume
FEF
None
None
DUCTS
V
Supply—
—Return
AG
CFM 25 CFM25
HVAC#
#
Location R-Value Area
Location
Area Leakage Type
Handler
TOT OUT
ON
RLF
Heat Cool
1
Attic
6 325 fP
Attic
45 fP Default Leakage
Garage
(Defauk) (Default)
1 1
TEMPERATURES
' Programable Thermostat. Y
Ceiling Fans:
Cooling �[fXjJJan
Heating l l Jan
Venting [ ) Jan
�[rX]'J Feb
L l Feb
[ ) Feb
�[[xJj]Mar
l�l Mar
IXI Mar
[ ]Apr [
l[X]1 Apr ll
Apr
] May [X) Jun [X] Jul
)1 May l[ 11 Jun lI 11 Jul
May Jun Jul
[XJ Aug
Aug
Aug
[X] Sep
Sep
Sep
Oct
Oct
Nov
Nov
Dec
Dec
l[ )1
Lf 11
Oct
X Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2 3
4 5 6
7
8 9
10
11
12
Cooling(WD)
AM
PM
78
80
78 78
80 78
78 78 78
78 78
78
78 80
80
80
80
78
78
78 78
78
78
78
Cooling(WEH)
AM
PM
78
78
78 78
78 78
78 78 78
78
78
78 78
78
78
78
78 78
78
78 78
78
78
78
Heating(WO)
AM
PM
66
68
66 66
68 68
66 66 68
68 68
68
68 68
68
68
68
68
68
68 68
68
66
66
Heating (WEH)
AM
PM
66
68
66 66
68 68
66 66 68
68
68
68 68
68
68
68
68 68
68
fi8 68
68
66
66
711012015 11:01 AM EnergyGaugeS USA- FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: FAUGHEY RESIDENCE Builder Name:
Street: 8012 LINKS WAY Permit Office: 16.00
City, State, Zip: PORT ST. LUCIE , FL, Permit Number:
Owner. Jurisdiction:
Design Location: FL, Fort Pierce
COMPONENT
CRITERIA
CHECK
Air barrier and thermal barrier
A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed_.
Aii- ion s hall not be, used as a sealing material.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Comers and headers shall be insulated and the junction of the foundation
Walls
and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee wails shall be sealed.
Windows, skylights and doors
The space between window/doorjambs and framing and skylights and
framing shall be sealed.
Rim joists
Rim joists are insulated and include an air barrier.
Floors (including above -garage
and cantilevered floors)
Insulation shall be installed to maintain permanent contact with underside
of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawispace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow Cavities
Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
s aces.
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 be
-airtight, IC rated,.and sealed to the drywall.
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 piping and wiring.
Shower/tub on exterior wall
Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication 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.
Fireplace
An air barrier shall be installed on fireplace wails. Fireplaces shall h
gasketed doors
17102015 11:18 AM EnergyGaugelil USA-FlaRes2014 Section R405.4.1 Compliant Software y Page 1 of i
V
�t
z
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
8012 LINKS WAY, PORT ST. LUCIE, FL,
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Concrete Block- Ext Insul, Exterior R=4.1 2040.00 fN
3. Number of units, it multiple family6. Frame -Wood, Adjacent R=11.0 220.00 ft-
1 „ "„" _
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (fe)
7. Windows•' Description
a. U-Factor: Sgl, U=0.63
SHGC: SHGC=0.25
b. U-Factor: N/A
SHGC:
c_. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
3 d. WA
No 10. Ceiling Types
_ a. Under Aftic(Vented)
2257 b. WA
Area c. NIA
336.00 ft- 11. Ducts
a. Sup: Attic, Ret: Attic, AH: Garage
fp
3. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. N/A R=
c. N/A R-
12. Cooling systems
fP
a. Central Unit
tt
13. Heating systems
6.333 ft.
a. Electric Strip Heat
0.250
Area
14. Hot water systems
2257.00 ft'
a. Electric
ft'
112
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction 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 Codes compliant features.
Builder Signature: �� Date: -7 10 I 1
s-
Address of New Home: �D12. N ''� G 1 City/FL Zip: P� S
R=
TP
Insulation
Area
R=30.0
2257.00 W
R=
ftz
R=
R2
R W
6 325
kBbAr
Efficiency
46.5
SEER:16.00
kBtu/hr Efficiency
34.0 COPA.00
Cap: 50 gallons
EF: 0.92
CF. Pstat
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, Contact the Florida Building Commission's
support staff.
"Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7110201511:02 AM EnergyGauge®USA-FlaRes2014 -Becton R405.4.1 Compliant Software RECOPY
wrightsoftProject SummaryJob:
Enure House Deyte:
QUICK CALCS, INC.
317 ST. LUCIE UL, FT. PIERCE, FL 34946 Phone: 772-4666799 Fax 772-4666796 Email: OUICKCALCS AOL.COM
Project• •
For. FAUGHEY RESIDENCE
8012 LINKS WAY, PORT ST. LUCIE, FL
Notes:
Design Information
Weather. Pensacola Regional AP, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db 33
OF
Outside db
90
OF
Inside db 70
OF
Inside db
75
OF
Design TD 37
OF
Design TO
15
OF
Daily range
L
Relative humidity
50
%
Moisture difference
58
gr/lb
Heating Summary
Sensible Cooling Equipment
Load Sizing
Structure 34627
Btuh
Structure
27143
Btuh
Ducts 7924
Btuh
Ducts
7042
Btuh
Central vent (0 cfm) 0
Btuh
Central, vent (0 cfm)
0
Btuh
Humidification 0
Btuh
Blower
0
Btuh
Piping 0
Btuh
Equipment load 42551
Btuh
Use manufacturers data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
32476
Btuh
Method Simplified
Construction Average
Lateutlfilent
Load Sizing
quality
N�
Fireplaces
0
Structure
3489
Btuh
Ducts pill 1 3 2015
2617
Btuh
Heating
Cooling
Central vent (
0
Btuh
Area (ft2) 2257
2257
Equipment latent I ilIVtNG
P�� �'
6107
Btuh
Volume fta 23582
23582
County, FL
Air changesthour 0.32
0.16
Equipment toull.Ibggle
38583
Btuh
Equiv. AVF (cfm) 126
63
Req. total capacity at 0.70 SHR
3.9
ton
Heating Equipment Summary Cooling Equipment Summary
Make
Make TRANE
Trade
Trade
Model
Cond 4TTR6049B1
AHRI ref
Coil TEM6AOD48H41+TDR
AHRI ref 7567557
Efficiency
100 EFF
Efficiency 11.5 EER, 16 SEER
Heating Input
12.9
kW
Sensible cooling
32550
Btuh
Heating,output
44142
Btuh
Latent cooling
13950
Btuh
Temperature rise
36
OF
Total cooling
46500
Btuh
Actual airflow
1126
cfm
Actual airflow
1126
cfm
Air flow factor
0.026
cfm/Btuh
Air flow factor
0.033
cfm/Btuh
Static pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.85
Calculations approved byACCA to meet all requirements of Manual J
-gyp- wrilghttsoit- RighlSuile® Universal 2015 15.0.18 RSU08101 B �� 11135:73
AZK
Page 1
...ets\Oulck Calcs\Documents\FAUGHEV RESIDENCe.rup Calc = MJB Front Door faces: N
I* wrightsoft• Right-JO Worksheet Job:
Entire House Date:
sy:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: OUICKCALCSa�i OL.COM
1
2
3
4
5
Room name
Enmed wall
Room helght
Room dimensions
Room area
Entire House
190.3 It
10.6 ft d
2235.0 W
POOL BATH
15.0 ft
10.0 ft heat/cool
9.0 x 6.0 ft
54.0 ft-
Ty
Construction
number
U-value
(Stuh/ft?°F)
Or
HTM
(BtuNft?)
A(tt)
rea
or perimeter (ft)
Lead
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
11
Vy .,
1=.-G.
531'
-28,57
5.31
2857
"-` 5 31
2857,
2857
-14,47
6.31
28.57
28.57
-„,�5.31
5.31
51.57
47.12
28.57
28.57
28.57
531
28.57
ze.5�
�'E64
®19.22
2.54
36.26
2.54
47.04
,. 47.04
11.29
2.54
19.22
19.91
�r2.54
254
39.44
90.98
47.04
47.04
47.04
•"2:54
36.26
�3s.2s
435'�'429
,_6
32
10
385
15
36.
--.,21
470
6
30
,.. 545
558
21
6
20
48
96
'75
110.
o
0
23
0
---313
0
0
�.;,_21
434
6
f_._ 23
.�.,._.__67
367
0
0
0
0
0
---_55
0
-: 2278
---L 171
120
274
'-- 1682
429
'1028
__,e_;304
2303
171
857
` 947
1947
1066
283
571
1371
2742
.. '; 202
274
gas
�10g0
.._, 115
58
348
---795
706
1693
.._.-...y237
1102
115
_597
- __ 931
931
815
546
941
2258
4516
---140
348
�363
-.-;-R 0
v0
0
0
-0
0
.. 0
.._�0
60
0
______w0
s-._._..0
90
0
6
0
0
0
-'.'- 0:`
0
o
--o
-_,.a0
0
0
-' '0
0.
0
_ _� _0
60
0
y __,0
T�,._0..v.,,=46
84
0
0
0
0
0
0
0
_o
0
- 0
'" -0
,- 9
0
0
-0
0
- -0
152
0
_ 0
�„„, 13
213
0
546
0
0
0
0
0
_ ��,�'o
13A4ocs
�4Ab2crn.
13A4ocs
4A5-2om
13A-0acs -`�
4AS2an
4AS-2om..
11130_-._
13AAocs
4A5.2om
4A5-2om
13A-4ocs?,._� _..._,.._„i0.143
13A-0acs_
10D-m
tAatan
4A5-2an
4A5-2om
4A5.2and
134-0acs
4A5-2am
any zom -
0143
_0770
0.143
0770
�'-0143
10770
10770
- :.0390
0.143
0.770
0770
0.143
1.390
1.270
0.770
0.770
0.770
0143
0 770
L-
n
-an_
ne
ne
e`
a
a
,e_
s
s
s
aw-
w
w
w
w
w
w
'riw
. nw
nw,
0
0
'm'� a
0
0
_...... _:0
318
0
0
446
0
283
0
0
0
0
. 0
o
W .::
V�.;
P
;C...v,`:
F
_
12C-Osw �.-.-....-_,
,i6D.30td,.
22A_tpl
._._._. 0091
-0.032
_.�
�338
,_,�1A9.
36,69
1.28
-,...;,1.04
O,OD
360
��2235
_�0
360
'_2235
1215
_ 2653
_ 460
�-2321
._. 0
_,,,�,:,�54
0
__._..54
-_ 0
550
_..,m.-0
0
0.989
-
-„'2235
190
698115--
6
c)AED emursion
2353
160
F_rnelope loss/gain
29515
22960
1661
1128
12.
a) Infiltration
b) Room ventilation
5112
0
1033
0
333
0
78
0
13
Internal gains: Occupants Qa 230
Appliances/other
5
1160
2000
0
0
.0
. Subtotal (lines 6 to 13)
34627
27143
2045
1205
14
15
Less edema) load
Less transfer
RedistddRlon
Subtotal
Duct loads
23%
26%
0
0
0
34627
7924
0
0
0
27143
7042
23-A
26%
0
0
529
2574
589
0
0
428
16M
424
Total room load
Air required(cfm)
42551
1126
34185
1126
3163
84
2057
68
Aft '-Pl&-'wrilghl6soit' 201"1.10 11:35:13
RighlSuite® Universal"2015 15.0.18 RSU08101 Page 1
... ers\Quick Calcs\Documents\FAUGHEVRESIDENCE.mp Calc=MJB Front Doorfaces: N
wrightsoft- Right-JO Worksheet Job:
Entire House Date:
QUICK CALCS, INC. By:
317 ST LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-46&6799 Fax 772-466-6796 Erroll: QUICKCALCS@AOL.COM
1
2
3
4
5
Room name
E)qrosed wall
Room helght
Room dimensions
Room area
BEDROOM 3
16.0 ft
10.0 ft heat/cad
120 x 16.0 ft
1920 ft'
BEDROOM 2
14.0 R
10.0 ft heat/cool
1.0 x 186.0 it
186.0 ft'
Ty
Construction
number
U-value
(BtuWftk*F)
Or
H7M
(BtuNft')
Area (ft-)
or perimeter (ft)
Load
(Btuh)
Area (ft')
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
yyII
13A-0 s --
4A5-2om4__..-_--_
13AAccs
4A5-2an
13A4ocs•.-__ -•
4A5-2on
4A5-2on
,11D0�
13A4ocs
4A5-2om
4A5-2om _
13A4ocs_�__-
10D-m
1A-cl
1A<1om
4A5-2=
4A5-2om
4A5-2omd _.
13A-0as
4A5-2om
4A5-2om --
--C 143
_--0,770
0.143
0770
_."0143
0770
0770
_0390
0.143
0.770
_ __0.770
-0143
0.143
1.270
1.270
0.770
0.770
_ .0.770
0:143
0.770
0_77o
- -
n
_n_
ne
_ne
e
a
a
_a_
s
s
s
_sw_
w
w
w
w
w
w
'
mv.
nw
mv_
..'- 5 31
254
19.22
--0
0
'--0
--0
-,_-.0
-- 0
"'_.-0
"`.._.._0
_LG
W,
`G.
_2857,
5.31
2857
^ 531
2&57
28.57
__7447
5.31
21157
28.57
-5.31.
5.31
51.12
47.12
28.57
2&57
28.57
531.
2857.
_2957
2-54
36.25
- 2-54
47.04
47.04
_11.29
254
19.22
19.91
_2.54
9.44
90.98
90.98
47.04
47.04
47.04
�.2.54
36.26
36.26
-0
0
0
_ �0
0
0
0.
---0
0
0
- �-.0
0
0
_,0
145
0
_ _. 1t
0
0
0
0
0
0
0
-_....-0
0
_0
-0
0
0
-.-..0
0
0
._0
0
0
..-_ .0
0
0
__0
0
0
-.-.'-0
0
0
__o
0
0
-_ __0
0
0
__0
0
0
____0
0
0
_0
0
0
_.._.. �0
0
0
W
L�-GG
l
160
0
_ 15
"`0
0
0
0
0
0
0
-_-.. Q
0
o
__-._,_0.__O
769
0
azs
�"..-'.0
368
0
299
_ _�0
0
0
0
0
0
0
.._._.__0
0
p
__-0
140
0
15
_-; �.0
0
0
0
0
0
0
._.._. _._0
0
o
_-0,____o
125
0
11
_ �0'
0
0
0
0
0
0
663
0
429
_0
317
0
299
0
0
0
0
0
0
--0
0
0
0
0
0
0
0
0
.-._ O
0
0
0
0
0
0
0
0
_0
0
0
I--G.
..- -0
0
0
L---G_
P
F _-
12C-Osw
22A4DI r_ _ _
0.091
__,_0,0327'
-----0.989
-
_ __
3.38
=1.19
36.69
1.28
_•,„,1.04
0.00
_ _ 0
_-_-__192
192
--- 0
r_-192
16
0
- V' 0
0
_
100
186
186
100
�...186
14
- 338
--= 221..
514
-- 128
193
0
�228'�199.
587
6
c)AED excursion
-18
-22
Envelope loss/gain
2013
848
2164
915
12.
a) Infiltration
b) Roomventilation
409
0
83
0
358
0
72
0
13
Internal gains: Occupants @ 230
Appliancesrother
1
230
0
1
230
0
Subtotal (lines 6 to 13)
2422
1161
2522
1218
14
15
Less wdemal load
Less transfer
RecristAbutior
Subtotal
Dud loads
231/6
26%
0
0
265
2686
615
0
0
214
1375
357
231/6
26%
0
0
55
2577
590
0
0
30
1247
324
Total room load
Air required (cfm)
3301
87
1732
97
1
3166
84
1571
52
� -rl*- wrighisoft• RlghtSuite® Universal 2015 15.0.18 RSU08101 U B MAI IRM W W206JUITIO i P335::13
... em\Quick Calcs\Documents\FAUGHEY RESIDENCE.mp Calc = MJ8 Front Door faces: N 9
wrightsoft' Right-J@ Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
1
2
3
4
5
Room name
Eyosed wall
Room height
Room dimensions
Room area
OATH 2
6.0 It
10.0 ft heat/cool
9.0 x 6.0 ft
54.0 ft'
DINING
17.7 ft
10.0 It heat/cool
1.0 x 147.5 It
147.5 0'
Ty
Construction
number
U-value
(Btuhlft;-F)
Or
HTM
(Btuwft.)
Area (fe)
or perimeter (ft)
Load
(Btuh)
Area (ft.)
or perimeter (ft)
load
(Btuh)
Heat
Cool
Gross
NIPS
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
_
13A4as
4Ai2om®
13A-0ocs
0&2om
A-4
13ocw
4AS2om
4 02:orn,
13A4ocs ��
4fS2om
4A5-tom _...._.._
_13A:4dcs`�
13A-0acs
1013-m
IA-clm
4A5-2an
4A5-2=
4AS2omd
_.__._-___
13A-0acs
4A5.20m
4Aszom _ _
12C-0sw�
22A-tol -..
- 0143
-0770
0.143
0.770
_-__._0`143
ono
,;0770
-„„'0390
0.143
0770
_„_._0770
_._::0 (43
0.143
1.390
1.270
0.770
0.770
0770
0143
0.770
0_n0
n
_7i_
ne
_ ne_
-a
a
, e
_-e.
s
s
s
sw.
w
w
w,
w
w
w
my
my
-5.31
`...28:57
5.31
�_28.57
531
28.57
28.57
14.47.
5.31
2857
_ 2857
__5.31
5.31
51.57
47.12
28.57
28.57
2857
63i
28.57
._ 20.57
'254
19.22
2.54
�36.26
-254
, 47.04
-: 47.04
, 11.2911._0
254
19.22
19.91
...._ 254
254
39.44
90.98
47.04
47.04
47`04
2.54
36.25
36.25
--0
-.-0
0
_ 0---
7 -0
- 0
, 0
�0
-_0
0
_0
0
0
_. 0
^-0
-�0
0
v„ 0
-0
0
„0
0
---0
0
0
40
--0
0
--_0
M 0-0
0
0
_....-.0
, --46
--0-0
0
0
-- 12
`� 702
.---Q.
0
,__-__.�.0
-0
0
, 0 .
---0
0
0
_®.0
`."__114
76
0
0
941
0
0
82
. 0
.---363
_ 0
.__ 53
0
ly
-G
"'
-
0
0
'�0
- 0
- -„ 0
0
0
0
.� o
�.,� �;237
159
0
0
571
0
0
172
0
_ 286
0
.=-1 5
_ _y 648
0
0
0
---0
0
0
-.__-,0
-.
Yy
60
6
_.� �p
_._�..9
0
0
0
0
0
_ . -0
0
0
.o
54
6
,. 0
,a.� =0
0
0
0
0
0
0
v- b
0
_ 0
286
171
m.__....0
_,_�:_0
0
0
0
0
0
0
'�0
0
_ o
v
137
115
_0
__„_0
0
0
0
0
0
0
'� 0
0-
o
0
0
_.�._ .0.-_�
„_.- 15
50
0
0
20
0
_ 0_
-' 42
0
10
0
0
0.
_ _ 45
30
0
0
0
0
_ 0
"'- 32
0
0
_ 0
�_..L18
18
-�-
JJ:_-,
�..
l�
k--G
Ili
P -
F
_
_,0091
:-_..o.032
0.989
_mN
-
- ,.;
-
-338
=1.I9.
36.69
_ 1.28
=.04
0.00
_
90
„ -'54
54
90
_,�_�54
6
304
= '.„;64'
220
115
_-56
0
0
�:,_148
148
_
6
c)AED ea:ursion
12
352
F_rrelope loss/gain
1046
436
2461
2182
12.
a) Infiltration
b) Room ventilation
153
0
31
0
453
0
92
0
13
Internal gains: Occupants @ 230
Applianceslother
0
0
0
0
0
0
Subtotal (lines 6to 13)
1199
467
2914
2274
14
15
Less e#emal load
Less transfer
Redistribution
Subtotal
Duct loads
23%
26%
0
0
0
1199
274
0
0
0
467
121
23%
262
0
0
529
3441
788
0
0
428
2702
701
Total room load
Air required (cfm)
1474
39
588
19
4231
112
3403
112
'r WrightsoTt- 2015.1u1-1011:35:13
RightSuite® Universal 201515.0.18 RSU08101 Page 3
... ens\Quick Calcs\Documents\FAUGHEV RESIDENCE.mp Calc = MJ8 Front Dcorfaces: N
wrightsoft'
RighW@ Worksheet Job:
Entire House Date:
ay:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email' QUICKCALCS@AOL.COM
1
2
3
4
5
Room name
Egpsed well
Room height
Room dimensions
Room area
HALL
3.0 ft
10.0 it heat/cool
3.0 x 6.0 ft
18.0 ft'
WCHEN
0 It
10.0 ft heat/cool
12.0 x 15.0 It
180.0 ft'
Ty
Constructim
number
UZue
(Btuh/WF)
Or
HTM
(Btuh/W)
Area (ftj
m perimeter (ft)
Load
(Bluh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
WKS
Heat
Cool
6
1--G
13446cs
4A$2orn_
13AAces
4A5-2om ___,.
134-0odsi'
4A5-2om
4AS-2om
11DO ,
13A ms
4A5.2om
4A5.2om _
_13A4ocs
13A-4ocs
10D-m
IA-clo10D-nn
4A5-2om
4A5-2om
4A5.2omd
�rr�-__
13A-0ocs
4AS2om;
4AS2mi
0.770
0.143
0770
'0.143
0.770
0.770
.,__._,_0 390
0.143
0.770
0.770
_0;143
0.143
1.390
1.270
0.770
0.770
0.770
0143
0.770
0.770
n
,-�.n_
ne
ne
a
a
a
_a.:
s
s
s
sw;
w
w
w
w
w
w
'S 31
,.2857
5.31
2857
- 531
2857.
2867
__1447.
5.31
28.57
_ 28.57
�5.31
-254
19.22
254
_ _ 36,26
254
47.04
47.04
_..11.29
2.54
19.22
19.91
�,254
0
0
---0
0
0
0
____0
0
10
___0
. 0
0
0
---0
0
" 0
0
-� -0
__0
0
0_
..-0
0
0;
.0
0
0
0
='_0.�0
-6--
0
`0
___0
0
0
'0
e___0
0
0
__ -0
0
0
- -.,-_0
0
0
0
0
0
0
0
0
__..__0
0
' 0
W
�--G
W�--G
l--G
0
0
-•_._.-0
- 0
..- 0
_____ 0
0
0
0
0
0
�.. -0
0
0
_,w._0
0
0
_0
=_""- 00
0
0
____0
0
.;0
__._..,_ 0
0
0
0
0
0
_0
0
0
-_.,.._0
0
0
0
._ .0
0
0
,-_ _0
0
0
_ 00
^0=0
I--O
Vy
�I-CC
W`-
VV��11
-G
_"`�0
_,_0
5.31
51.57
51.12
2357
21157
28.57
_-5.31
2857
_ 28.57
_ 3.38
__,.,.1.19
36.69
254
39.44
90.98
47.04
47.04
47.04
___254
36.26
36_26
1.28
--=1.04
0.00
30
21
0
0
0
0
0
.. 0
;0
9
0
0
0
0
0
0
0
0
50
1060
0
0
0
0
.`�".0
:.0
. ' 0
24
810
0
0
0
0
__V._-0
0
0
0
0
0
0
0
0
_�._ O
-
0.
0
- 0
0
0
0
0
0
-__
_ _.__0
0
0
0
0
0
0
0
_-0
, 0
0
0
..--
Vy _
1-C
mv..
nw
my
I--C
P,
IF
12C-0sw
.16D,-.301d- __
22A-tol
---0.091
..�..,0.032
0.969
-
=
-
0
=�._.18
18
_� 0
�.._:.18
3
_
_-�0
=Z21
110
-� 0
=9
0
--0
=180
180
0
;.__._j80
0
�i 0
=-274
0
^- 0
=187.
0
6
c)AED excursion
198
-149
Envelope loss/gain
1247
1055
214
37
12
a) Infiltration
b) Room ventilation
77
0
16
0
0
0
0
0
13
Internal gains: Occupants Q 230
Appliances/other
0
0
0
0
0
2000
Subtotal Qines 6 to 13)
1323
1071
214
2037
14
15
Less eternal! load
Less transfer
Redistribution
Subtotal
Duct loads
23%
26%
0
0
-1323
0
0
0
0
-1071
0
0
23%
26%
0
0
73
287
66
0
0
40
20TT
539
Total room load
Air required(cfm)
0
0
0
0
-
353
2816
c -PR- wri9htsofY -. `1015`SuI-7011:35:13
Right -Suite® Universe12075 15.0.78 RSU08101
Page 4
... em%Quick Calcs7Documents7FAUGHEY RESIDENCE.mp Calc = MJ8 Front Door faces: N
wrightsoft' Right-M Worksheet Job:
Entire House Date:
sy:
QUICK CALCS, INC.
317 ST LUCIE.LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Emil: QUICKCALCS AOLCOM
1
2
3
4
5
Room name
Fposed wall
Room height
Room dimensions
Room area
HALL
0 It
10.0 ft heat/cool
1.0 x 78.5 It
78.5 ft'
LAUNDRY
0 It
10.0 ft heat/cool
6.0 x 10.0 ft
60.0 ft-
Ty
Construction
number
U-value
(Btuh/ft; F)
Or
HTM
(BtulVfP)
rea
A(W)
or perimeter (ft)
Load -
(91uh)
Area
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cod
6
yy'�'"
1�. r:
13A4ocs
4A5-2cm -'
13A4ocs
aABzom
13A4acs '-'�--
4AS-26m
4AS-2om .
11D0- _,.
13A4ocs
4P5-2om
4A5-2om
_13A-0ocs , vM
13A4ccs
1013-m
1Aclom
4AS2am
4A5-2om
4AS2amd
13A-0acs, --
4A52om,-.
4AS2om,,, , _
"�`=0143
0 7Z0
0.143
0.770
'0143
0770
_0770
_.,;-0.390
0.143
0.770
0.770
=107 3
0.143
1.390
1.270
0.770
0.770
0.770
-:0143
.0770
_G Z7 0
`n .
-n_
ne
ne,
e .
e'
a
a e_
s
s
s
�sw;
w
w
w
w
w.
w
rnv
rW
'rM
-' 5 31
_,28,57,
u -2:54
0
,_.___0
;r""`-"0
-'0
-� 0
• - 0
._._. 0
�--m0
.___0
0
0
0
0
,:0,
,..-0
0
0
0
-0
0
0
0
0
0
0
0
0.
100
- .0
", 0
0,_.
0
0
-° 0
0
0
-0
0
0
0
� _0
0
0
0
0
0
0
'-.'-`b
0
0
"Y`-.' -0
o
W,
T-C
6.31
_ 2857
5.31
2857
2857
-14 47,
5.31
28.57
2857
.�,=.`5 3'I
5.31
61.57
47.12
28.57
28.57
28.57
'-5 31
2857.
28 57
-,19.22
254
36.26
-v 254
47.04
47,04
= 11.29
254
19.22
19.91
2.54
254
39.44
90.98
47.04
47.04
47.04
04
36.26
_3G25
0
0
0
0
0,-
;- W ,o
0
0
0
'�",�,0
0
0
~ 0
0
0
-2.0
0
0
0
� 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 0
0
0
.:_0
0
0
'= 0
0
,.0
0
0
0
="0
0
0
0
0
0
0
70
...0-
; 0
_.-_,0
0
0
�. 0
0.
0
_.„0
0
0
0
�._ 0
0
0
0
0
0
0
--0
.:0
, 0
_
0
0
--0
0
', .0
0
0
0
�==0
0
0
0
0
0
0
--0
.. 0
0
�D
Vy
F�-CG
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4}�,1
ISO
P
.CC ..16D30(tl�-_,.,...F..;
F
12COsw-- -- -,
22A_tolr______
0091
,W'0.032
0,989
.,
-
338
_1 3l:k
36.69
_1.28
_„1.04
0.00
„40
°..�...."79
v 40
,-.,L,_79
0
�_ 135
...�....,93
0
51
_.. ER
0
-,_130
__,., ..60
,� 60
130
"'. _-60
0
439
„'= T1
_ 0
166
-0
„�79
_,
6
c)AEDexcursion
-9
-16
Envelope loss/pin
228
124
510
213
12
a) Infiltration
b) Room ventilation
0
0
0
01
0
0
0
0
13
Interrial pins: Occupants @ 230
Appliances/other
0
0
0
0
0
0
Subtotal (lines 6 to 13)
228
124
510
213
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct. bads
23%
26%
0
0
-228
0
0
0
0
-124
0
0
23%
26%
0
0
65
565
129
0
0
30
243
63
Totaltribm load I':-
Air r6*lred(cfm); iF
0
0
0
0
694
18
306
-10
-�- wrighlsofv RlghlSuite® Universal 201515.0.18 RSU08101
...ersMuick CalcMDocumentsTAUGHEY RESIDENCE.rup Colo = MJ8 Front Doerfaces: N
2015-Jul-10 11:35:13
Page 5
wrightsoftRight-M Worksheet Job:
Entire House Date:
QUICK CALCS, INC. By.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
DEN
18.0 ft
10.0 It heat/cool
13.0 x 13.0 It
169.0 ft2
FOYER
9.0 It
12.8 It heat/cool
9.0 x 8.0 It
720 ft2
Ty
Conshuction
number
U-value
(BtuIVftMF)
Or
HTM
(BtUWft2)
A(ft2)
rea
or perimeter (ft)
Load
(Btuh)
Area (ft2)
a perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
11
W
L-C
y/
-G
ty--G
I--G
�-D
13A-0ocs ,
4A5�26n________-,
13A-4 cs
4AS-2orn�
13acs
A-4
4A5-26m
4lS2om
11D0
13A4ocs
4A5-2om
4A5-2o61
13A4ocs„_
10P.-0acs
100-m
1At1om
4A5-2om
4A5-2om
4A5-2=d
13-� _
A-0acs
4A5-2an
4A5-2= '
12C-0sw -'--..
2A-tpld-v______.
22A-tpl
-0;143
_-0.7,70
0.143
_-___,0770
0143
50770
10770
0390
n
_n_
ne
ne
-a
e'.
a
-6T1.
_28.57
"-`2.54
_ 19.22
-"-"'_50
0
"-'-50
V __0
' 265
0
--127
0
0
,_____0
--0
'-�0
!`0
-_0
-0
__0
5.31
�_2&57
531
28.57
28.57
1447,
5.31
28.57
28.57
=&31.
1:5
47.12
47.12
28.57
28.57
2857
531
21157
28.57
�3.38
_ 36.69
_6.69
2-54
36.26
- 2:54
47.04
47.04
-11.29
254
19.22
19.91
�2.54
9.44
90.98
90.98
47.04
47.04
_ 47.04
"-254
36.26
36.26
1.28
___-,J.00
0.00
0
__ 0
130
0
96
---,0
0
0
0
. .0
0
0'
0
0
0
0
�'-0
0
0
_ __ _^ 0
_.._ 169
._169
0
_ 0
i94'
0
0
--0
0
0
0
-- 0
0
0
0
0
0
0
-'.__.-0
0
0
0
._118
0
0
499
:-0
1028
-0
0
0
0
'------0
0
0
0
0
0
0
0
0
_-.-__.�
0
1693
-_-0
0
0
0
_ .0
0
0
0
0
0
0
_-___.._0
0
_,�0
0
__175
0
00
0-
`-- 115
0
0
0
0
0
_-_21
0
0
_0
0
0
0
0
0
0
0
0
�0
___._.....-0
-�79
0
0
---500
0
0
,__304
0
0
0
0
0
-239
'0
0
_237.
0
0
0
®0
0
0
0
0
0
0
__..___...0
0
._ 0
_� _ 0
_75
y/
�L---GG
0.143
0.770
0.770
=0.143
1.390
1.270
1.270
0.770
0.770
0,770
-V0,143
0.770
"0.770
__..__.. 0 091
_._20,982
_e_
s'
s
s
_sw_
w
w
w
w
w
w_
rev'
my
my
y
_;,,
-_-21
0
0
0
W
It
F-G
P
C;_T
F
�_0
0
0
0
0
0
0
--0,___-.0
0
0
_ _0
„_72
T"0
0
0
0
0
0
0
0
. ' 0
- 0
.� 0
-Y._„660
_._._.-_0
0
'M_0
0
85
0.989
-
_,. 18
Gfi0
72
� 9
6
c)AED=ursion
-6
-42
Fmelope loss/gain
2653
2228
1219
509
12
a) Infiltration
b) Room ventilation
460
0
93
0
294
0
60
0
13
Internal gains: Occupants Q 230
Appliancestother
0
0
0
0
0
0
Subtotal (lines :6 to13)
3114
2321
1514
569
14
15
Less tsdemal load
Less transfer
Redshibution
Subtotal
Duct loads
-230/6
26%
0
0
27
3141
719
0
0
15
2336
606
23%
26%
0
0
0
1514
346
0
0
0
569
14 8
Total mom load
Air required (cfm)
3159
102
1
,
724
wrighYsofY• Aft -PW Right -Suite® Unlwrsal2015 15.0.18 RSU08101 2015-Jul-10 11P.age 6
... em\Quick Calcs\Dacuments\FAUGHEY RESIDENCE.mp Calc = MJ8 Front Door faces: N 9
wrightsoft Right-JO Worksheet Job:
Entire House Date:
ey:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Emil: AUICKCALCS@AOL.COM
1
2
3
4
5
Room name
E)posed wall
Room height
Room dimensions
Room area
GREAT ROOM
20.0 ft
11.4 ft heal/cool
1.0 x 500.0 ft
500.0 ft2
MASTER BEDROOM
30.6 ft
11.4 ft heat/ood
1.0 x 236.0 ft
236.0 ft-
Ty
Construction
number
U-value
(Btuhlft'*F)
Or
HTM
(Btulvft2)
Area (ft-)
or perimeter (ft)
Load
(Btuh)
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
WP/S
Heat
Cod
Gross
N/P/S I
Heat
I Cool
61
11
V1�yt'
13A-0acs
4AS2pp„,.. =
13A4ccs
4A5-2=
13A-0acs�"^
4AS-2am
4A&2am „
J1Dw- : 0
4A5-2=
4AS2om
4AS2am
.13A-4ccs,`w`,.=,._
13A-0acs
10D-m
1Aaiom
4A5-2=
4A5-2om
4A5-2omd
13A-0ocs
4AS2om -
'aAS2orn
12C-Osw
.16DJ0(G `-„,�„....„0.032
22AA01 .�.
0143'
..y..,_,,,a0 770
0.143
0.770
-0143
0770
0.770
._u0.390
0.770
0,770
6770
0143
0.143
1.390
1.270
0.770
0.770
0.770
_0143
0.770
p0.770
0.091
0.989
n
vn„
ne
ne
a
a
a
-a,-
s
s-
s
.sw.:..®.5
w
w
w
w
w
w
my
rnv,
rnv_
-
s531
-- 28.57 57
5.31
__28.57
531
2857
28 57
u'-14.47
T28.57
8.57
2857
31
5.31
51.57
47.12
28.57
28.57
28.57
-"531
2857
_28.67
_ �3.38
,,,�„,1.19z1.04
36.69
`-'254
.�19.22
2.54
36.26
-2.54
47.04
47,
_.. -11.29
9.22
19.91
19.91
2.54
254
39.44
90.98
47.04
47.04
47.04
- _2'54
36.26
36.25
1.28
0.00
_--a
. . 0
0
o
-"0
0
. 0
,.._�__.0
125
L ..0
32
to
"�" 0'
0
0
�m..0
125
.-.___.,_._.�0
23
0-
0
0:
0'
_..�.._.,,_0
0
0
0
- v., 12
112
0
0
0
0
0
� - 23
0
.�.,�0
0_
,;:,,i.236..�280
31
-" -665
- 0.
120
�,^ 274
' 0
0
0
-�_ _ 0
0
0
0
`. 592
592
0
0
0
1371
0
�`- 120
:274
• . - 0
0
1122
` 318
„0
68
348
6
0
„_, 0
,�•.•_,
..2LO
0
0
0
._"..283
283
0
0
0
2258
0
0'�'
,�,_ _._0
0
0
0
0
0
.-�__.®0
0
0
0
_,.� 28
228
0
0
0
0
96
'-0
0.-
.._�_0
0
_.� 500
500
d
. � 0
0
0
,, 0
w._.�.0
0
0
0
0
0
�„.._...„-0
0
0
0
:.'_;:" 700
700
0
0
0
0
2742
0
-- 0
_ U
_, ,,,_� 0
594
734
--G
t-C
-"'� 0
0
_ _.04 0
„s. 0
0
0
0
----0 2
132
0
0
0
0
0
;-"-0
0
0
0
�, �_.500
20
Vy
�-C
0
0
0
,,._...,,_,g
335
0
0
0
0
4516
"`-'0
- 0
.,moo
s _ 0
v, �6'19
0
0
0
0
vm.„- 60
160
0
0
0
48
0
'w 32
'10
-0
,..0
..�,236
236
�--f'
'®
Vy�('
:58
348
, '0
0
.W_-.'W245
0
r„ '
P
C._,,.;._„
F
r_
_..7
6
c)AED excursion
1400
588
Envelope loss/gain
1
4770
6769
4819
4502
12:
a) Irifiltration
b) Room ventilation
583
0
118
0
893
0
181
0
13
Internal gains: Occupants @ 230
Appliances/other
2
460
0
1
230
0
Subtotal oines 6 to 13)
5353
7347
5712
4913
14
15
Less eMemal load
Less transfer
Redistribution
Subtotal-
Duct 4o&as I.. �'.•
23%
26%
0
0
18
5371
124
0
0
10
7357
19M
23%
26%
0
0
0
5712
1307
0
0
0
4913
1275
Trial room load
Air required (cfm) U.
6600
175
9266
305
7019
186
6187
204
Calcuiations approved byACCA to meet all requirements of Manual J 8th Ed.
,C, ►- wrllghltsoft 2015Jul-1011:35:13
RightSuite® Universal 2015 15.0.18 RSU08101 Page 7
... ens\thick Calcs\Documenls\FAUGHEY RESIDENCE.mp Celc = MJ8 Front Door faces: N
+ wrightsoft, Right-M Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: QUICKCALCS@IOL.COM
1
2
3
4
5
Room name
F_4wsed wall
Room height
Room dimensions
Room area
HERS
7.0 It
10.0 ft heat/cool
6.0 x 7.0 ft
42.0 ft-
TLT.
3.0 ft
10.0 ft heat1cod
6.0 x 3.0 ft
18.0 ft-
Ty
Construction
number
U-value
(BtuWft;°F)
Or
HTM
(Btuh/ft')
Area (ft.)
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heat
Cod
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Crol
6
11
4y -
L
'136s 3A
9P5m2om_
13A-4ocs
IAS-2om
13AL4 __-.
0,5-2om
4A5-2oin
.11D0 _ _
13A4ocs
4A5.2am
4A5-2am __
J3A46cs - --_
1OD-m
10D-m
1Actom
4A 2:orn
4A5-2am
4A5-2arnd
_.-__ _.. -.
13A-0ocs
4A5-2an
4A5.2cm
12C:Osw
16D30td'' __--
22Adol
-0.143
_.. _0.770
0.143
_-0.770
0.143
0.770
0.770
- 0.390
0.143
0.770
_ 0.770
_ �_0.1.43
0.143
1.270
1.270
0.770
0.770
_ 0.770
_ _
0143
0:770
0.770
0.091
�.0.'032
_ 0.989
n
_n._
ne
ne_
'a
a
a
_a -
s
s
s
sw
w
w
w
w
w
w
nw`--531
nw
_m
-
�.
5 3T
_ 2857
5.31
_ 28 57
531
2857
2857
_._14.47,
5.31
28.57
28.57
__ 5.31
1.57
51.12
47.12
28.57
28.57
28.57
28.57
28 57
-- 3,38
_'',1.19
36.69
-2.54
_19.22
2.54
36.25
'-' Z54
47.04
47.04
_.11.29
254
19.22
_ 19.91
2.54
9.44
90.98
90.98
47.04
47.04
_ 47.04
254
36.26
36.26
1.28
. _=1.04:==I2
0.00
"""-70
___0
0
0
0.-
0
0'
_.�0
0
0
0
_ _ _0
0
0
0
0
0
__ v0
0,�
0
_ O
0
- 70
_
___0
0
0
0.._�-0
0
0
_ 0
0
0
_ _0
._0
0
0
0
0
0
0
0--
0
_ _ 0
_ 0
----_.742
'-- - 37.1
0
178
-30
-24
O
121
171.
0
0
0
0
__. _0
0
0
0
-' 61
115
0
0
�.�-0
0
0
,_,.,0
0
0
0
_.=O
0
0
0
0
0
0
.0
0
=G
W
.
0
0
0
0
-,_.. -0
0
0
_0
_._ _-0
- 0
0
0
0
0
0
-0
0
-_0
0
_ _ 0
0
0:.
0
--__0
0
0
0
-..__.0
0
0
0
0
0
_0
-'".0-"_.U,_-�.._0
0
0
_._ .6
0
0
0-
0'
0
_. ____0
0
0
0
-:=-O:==
0
0
0
0
0
0
0
0
0
_0
0.--_-0'
0.
0
._ -0
0
0
0
W
L�GC'
VJ=-
0
0
0
0
0
0
-.__-._ 0
0
0
0
0
0
0
0
0
0
_ T
Vy
I--C
L-G_
P
C=.
F
__0
0
=50
0
..-,. 44
_ 0
a
0
_ a
3
w _ 0
M-_-..21
110
0
'`_,is
0
42
7
257
0
_ 18
6
c)AED excursion
-18
-14
Envelope loss/gain
678
204
430
181
12..
a) Infiltration
b) Room ventilation
179
0
36
0
-
77
0
16
0
13
Intemal gains: Occupants Q 230
Appliances/other
0
0
0
0
0
0
Subtotal Qirles 6 to 13)
857
240
507
196
14
15
Less eMernal load
Less transfer
Redistribution
Subtotal
Duct loads
23%
26%
0
0
0
857
196
0
0
0
240
A -23°
0
0
0
7
0
0
0
, 196
51
Total room load
Air required(cfm)
1053
28
f
1
6
247
8
.4&A RightSuiteO Universal 2015 15.0.18 RSU08101
... era\Quick Calcs\Documents\FAUGHEV RESIDENCE.mp Calc = MJe Front Door faces:
MI1aC1I!-ZjwffAmAMMw
ffA
2015-Jul-10 11:35:13
Page 8
I# wrightsoft Right-M Worksheet Job:
Entire House Date:
sy:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-4666799 Fax 7724666796 Emil: QUICKCALCS AOL.COM
1
2
3
4
5
Room name
6yosed wall
Room height
Room dimensions
Room area
MASTER BATH
31.0 It
10.0 It heat/cod
1.0 x 198.0 It
198.0 ft'
HIS
0 It
10.0 It heatt ool
5.0 x 6.0 It
30.0 tP
Ty
Construction
number
U-value
(Btdh ft--F)
Or
HTM
(Btuwft')
Area (W)
or -perimeter (ft)
Load
(Bluh)
Area
a perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
WRIS
Heat
Cool-
Gross
N/PIS
Heat
Cool
6
i t
y-y-.�.
- ==G
Vy
�C
13A-0acs
_4Ai2an-_:.,__
13A-0acs
4lS2an
13A-0rs o
4A5-2om
4A5.2orn
.11DO,�a. ��.,�
13A-4 c
4A5.2an
4A5.2om ._.._._
13AAacsym,,:..,-_._`
13A-0as
10D-m
1Aatom
4A5.2am
4A5-2=
4A5.2amd
____._..a,-..._.._
13A-0acs - .,
4A5-2am
_�:...0770
'��2.54
19.22
T 120
-L0
m, , 120
- „0
--, 637
- 0
-`�_305
---0
.W.-O
0
-0
----0
__0
.�. 0
-„-;_.._.0
- i43
-0770
0.143
_0770
0143
0 770
.,0770
.._.,_:0.390
0.143
0.770
o.770
,,._..„_0143
0.143
1.390
1.270
0.770
0.770
0.770
-_._-
- 0143
0770
n
-n--
re
re
- e
a
a
_.ern
s
a
a
-___
_sw:.
w
w
w
w
w
w
,.rnv
aw
mv..�2857'
5 31
-r2857
5.31,
2857
- 5.31
28.57
'2857
��1447
5.31
28.57
28.57
_._5.31
5.31
51.57
47.12
28.57
28.57
28.57
631
. 2857
254
36.26
-254
47.04
47.04
.®�17,29
254
19.22
,; 19.91
2.54
254
39.44
90.98
47.04
47.04
47.04
_».Z�
36.25,
36.z6„
0
0
140
15
0
_._ a.._0
50
0
0
0
0
0
- 0
0
0
0
_- ,0
0
0
0
0
125
0
:_. 0.
_, ,0
50
0
0
0
0
0
0
0
0
0
_--'.-,0
0
-,_o
0
0
^- 663
429
0
0
0
0
0
0
0
0
' -O
0
0
_�._0
0
0
_0
0
0
0
0
0
0
0
0
0
`"0
0
0
----:-0
0
0
0
0
0
--0
0
0
_-�•.___0
._W 0
0
0
0
0
0
7 0
76
0
317
- 706
,0
s,._-._..,.0
127
0
0
, 0
' 0
, 0
_�.0
0
0
_ 0
,;e 0
0
0
0
0
0
0
�._., 0
0
°---�
ly
f
�L2
265
0
e 0
_ _,.0
0
0
0
0
0
0
-__ 0
.0
o
0
0
0
_„�;�0
0
0
0
0
0
0
0
0
�0_.00
�.
_
-----
w-�.-0
0
0
0
0
0
0
�_ 0
-0
-------°
-'�'-
Vy�G
0
0
o
.
P
C..:._�
F
12COsw
:1643((d„"`"..'.
22A-ipl __
0091
�„0032
--
_3.38
.__..,1.19
1.28
�. T.04
0.00
0-
_e..198
198
lo
-198
31
0
..,_�235
1137
0
,,,...�,;,206
0
0_,�
-30
30
0
;-„30
_ 4_0
0
36
0
0
0
0.989
-
36.69
6
c)AED excursion
-61
-2
Envelope loss/gain
3366
1599
36
29
12.
a) Infiltration
b) Rwniventilation
792
0
160
0
0
0
0
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
0
0
1
0
0
_
Subtotal Vine 6 to 13)
4159
1759
36
29
14
15
Less odemal load
Less transfer
Redistribution
Subtotal
Duct,loads
23%
26%
0
0
0
4159
952
0
0
0
1759
456
23%
26%
0
0
0
36
8
0
0
0
29
8
Total mom load
Air required (rim)
5110
135
2216
731
44
11
37
1
-111 wrilghiaa-ft- Right-Suite(i) Unl ersal 201515.0.18 RSU08101
...em\Quick Calcs\Documnts\FAUGHEYRESIDENCE.mp Calc=MJ6 Front Docrfaces:
2015-Jul-10 11:35:13
Page 9
wrightsoft� Duct System Summary Job:
Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-4666799 Fa c 772-466-6796 Emil: OUICKCALCS AOL.COM
eLroject Intormation
For. FAUGHEY RESIDENCE
8012 LINKS WAY, PORT ST. LUCIE, FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
1126
cfm
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
1126
cfm
192 ft
Supply Branch Detail Table
Name
Design
(13tuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matt
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH
h 1414
39
19
1.000
4.0
Ox0
VIFx
5.7
95.0
BEDROOM 2
h 3166
84
52
1.000
7.0
'Ox0
VIFx
30.8
115.0
st1
BEDROOM
h 3301
87
57
1.000
7.0
OxO
VIFx
30.3
115.0
st1
DEN
h 3859
102
97
1.000
6.0
Ox0
VIFx
29.7
115.0
st2
DINING
c 3403
112
112
1.000
7.0
OxO
VIFx
42.3
135.0
st3
FOYER
h 1860
49
24
1.000
5.0
OxO
VIFx
31.0
115.0
st2
GREAT ROOM
C 4633
87
153
1.000
8.0
Ox0
VIFx
46.9
115.0
st2
GREAT ROOM-B
c 4633
87
153
1.000
8.0
Ox0
VIFx
31.7
115.0
st2
HERS
h 1053
28
10
1.000
4.0
Ox0
VIFx
49.5
135.0
st4
HIS
C 37
1
1
1.000
4.0
OxO
VIFx
47.3
135.0
st4
KITCHEN
C 2616
9
86
1.000
7.0
Ox0
VIFx
29.9
115.0
st1
LAUNDRY
h 694
18
10
1.000
4.0
Ox0
VIFx
10.0
95.0
MASTER BATH
h 5110
135
73
1.000
6.0
Ox0
VIFx
51.7
135.0
st4
MASTER BEDROOM
'C 3094
93
102
1.000
7.0
Ox0
VIFx
57.2
135.0
st4
MASTER BEDROOM -A
C 3094
93
102
1.000
7.0
OxO
VIFx
49.5
135.0
st4
POOL BATH
h 3163
84
68
1.000
6.0
OxO
VIFx
45.0
135.0
st3
TLT
h 623
16
8
1.000
4.0
Ox0
VIFx
49.3
135.0
st4
A+ wrightSofl' RlghtSuiteO Uniwmal 2015 15.0.18 RSUOB101
... emkOuick Calcs\Documents\FAUGHEYRESIDENCE.mp Calc=M.18 Fmnl Dwrf3ces:
2015.Iu1-10 11:35:15
Page 1
Supply Trunk Detail Table
Trunk
Htg
Clg
Design
Veloc
Diann
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st4
Peak AVF
366
296
1.000
830
9.0
0 x 0
VinlFlx
st2
st2
Peak AVF
692
722
1.000
783
13.0
0 x 0
VinlFlx
st3
Peak AVF
196
180
1.000
732-
7.0
0 x 0
VinlFlx
st1
st1
Peak AVF
376
375
1.000
851
9.0
0 x 0
VinlFlx
Return Branch Detail Table
Name
Grill
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mat[
Trunk
rb1
Ox0
1 1126
1126
0
0
0
0
Ox 0
VIFx
ti htSOW R_ 201bJu14011:age
Wrl 2
i
ffM1MNT�f•� 9 gftiSuile6l Universal 2015 15.0.18 RSU08101 page 2
...ers\Quick Calcs\Dccu=nts\FAUGHEY RESIDENCE.rup Cato = MJ8 Front Door faces: N
Manual S Compliance Report Job:
wrightsoft Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 77246"796 EMII: OUICKCALCS AOL.COM
Project• •
For. FAUGHEY RESIDENCE
8012 LINKS WAY, PORT ST. LUCIE, FL
Cooling
Design Conditions
Outdoor design DB:
90.0°F
Sensible gain: 34185 Btuh
Outdoor design WB:
77.5°F
Latent gain: 6107 Btuh
Indoor design DB:
75.0'F
Total gain: 40292 Btuh
Indoor RH:
50%
Estimated airflow: 1126 cfm
Manufacturer's Performance
Data at Actual Design Conditions
Equipment type:
SplitAC
Manufacturer.
TRANE
Model: 4T7R6049B1+TEM6AOD48H41+TDR
Actual airflow:
1126
cfm
Sensible capacity:
36108
Btuh
106% of load
Latent capacity.
8972
Btuh
147% of load
Total capacity.,
45080
Btuh
112% of load SHR: 80%
Heating Equipment
Design Conditions
Outdoor design DB: 32.9°F Heat loss: 42551 Btuh
Indoor design DB: 70.0°F
Entering coil DB: 76.9°F
Entering coil WB: 63.7°F
Entering coil DB: 68.3°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Elec strip
Manufacturer. Model:
Actual airflow: 1126 cfm
Output capacity: 12.9 kW 104% of load Temp. rise: 50 OF
The above equipment was selected in accordance with ACCA Manual S.
c wri htSofC 2075-Jul-1011:35:15
lift 9 RlghlSuile® Universal 2015 15.0.18 RSU08101 ... emXQuick CalcslDmum nlslFAUGHEY RESIDENCE.rup Calc = MJB Front Door Paces: N Page 1
This document was created with Win2PDF available at http://www.win2pdf.com.
The unregistered version of Win2PDF is for evaluation or non-commercial use only.
This page will not be added after purchasing Win2PDF.
d f,u. S
,. c.
S. V--t_
a
JIL D�
v T.R.
I
1
i
I
I.nv d.f.u•2
3"
l,30Ll - 01S
stator
d,f•a'
JIL eVT11.
I I
JIL 2�1 toi, i d.Fwc, I
LAV
D•f.u,1
I
I 3o df.k�
d..IPAA. I LAY
d•F.v.
ao
To Sewer
a6
d
FAUGHEY
200 AMP PANEL LOAD SCHEDULE
LOAD
WIRE
TRIP
POLE
ESCRIPTIO
CIR
CIR
)ESCRIPTIOr
POLE
TRIP
WIRE
LOAD
5000
10
30
2
AHU
1
2
DRYER
2
30
10
5,000
3
4
3.500
6
40
2
AIC
CONDENSE
5
6
WASHER
1
20
12
1,500
7
8
BATH GFI
1
20
12
1.500
8,000
6
50
2
RANGE
9
10
EXTERIOR C
1
20
12
1.500
11
12
KITCHENIDII
1
15
14
'
4,500
10
30
2
WATER
HEATER#1
13
14
IGREATROO
1
15
14
'
15
16
MASTER BE
1
15
14
'
1,500 1
12 1
20
1
DISHWASHE
17
18
BEDROOM 2
1
15
14
'
1,500
12
20
1
MICROWAVE
19
20
BEDROOM 3
1
15
14
'
1,000__
—12_
—20__
__7_
REERIGERA
_21_
_22_
STUDY_
_1_
15_
14
_
1,500
12
20
1
SMALLAPPIL
23
24
SPARE
'
1,500
12
20
1
SMALLAPPL
25
26
BATH LIGHT
1
15
14
'
900
12
20
1
DISPOSAL
27
28
FOYERIHALL
1
15
14
'
900
12
20
1
GARAGE DO
29
30
EXTERIOR L
1
15
14
'
31
32
33
34
35
36
5000
37
38
39
40
29800
-SMOKE DETECTORS TO BE WIRED ON LINE SIDE OF MASTER BEDROOM CIRCUIT-
14,500
'A/C LOAD NOT
GENERAL LIGHTING LOA 2257 S.F. X 3
6,384
INCLUDED IN
LOAD LEFT COLUMN
29,800
COLUMN SUBTOTAL
LOAD RIGHT COLUMN
14.500
TOTAL LOAD (WATTAGE)
50,684
FIRST 10KW @ 100%
10000
BALANCE @ 40%
20273.6
A/C LOAD @ 100 % OR HEAT @ 65 %
6500
AMPS=
TOTAL LOAD
WATTS=
36773.6
153.2233
m
Reaction Summary of Order
REQ. QUOTE DATE
ORDER DATE
DELIVERY DATE
DATE OF INVOICE
- ,
ORDERED BY
euumna w y
SUPERINITENDANT
JOBSITE PHONE #
•
K Gordon Construction
JOB
NAME: Faughey Residence
s
$
575 N.W. Mercantile Place
MODEL:Faughey Residence TAG:
Port Saint Lucie, FL 34986
DELIVERY INSTRUCTIONS:
0
INSTRUCTIONS:
1PvSPECIAL
8012 Links Way
o
ort St. Lucie, FL
BUILDING DEPARTMENT
ROOF
ROOF TRUSSES LOADING
cu.Tco s uncn
nPPE55 INCR.
INFORMATION
zo.o,l5.0,0.0,10.6
1.25
PROFILE
QTY PITCH TYPE
BASE LUMB
OVE
PLY ID
OIA TOP
60T
LEFT
-
1 HALF HIP
49-07-00
2 PIy 6.00 0.00 A01
49-07-00 2X42X402-OMC
3946716501
HALF HIP
49-07-00
1
6.00
0.00
A02
49-07-00
2X4
2 X 4
02-00-0C
7397383202
HALF HIP
49-07-00
1
6.00
0.00
A03
4507-00
2 X4
2 X 4
02-00.00
4449221994
HIP
"0"
1
6.00
0.00
A04
49-07-00
2 X 4
2 X 4
02-00-00
128263347
HIP
49-07-00
-
1
6.00
0.00
A05
49-07-00
2 X 4 2 X 4
02-00-00
2553780064
HIP
49-07-00
®
1
6.00
0.00
A06
49-07-00
2 X 4
2 X 4
02-00.00
8707378788
HIP
49-07-00
1
6.00
0.00
A07
49-07-00
2 X 4
2 X 4
02-00.0C
1339223636
rl
HIP
49-07-00
1
6.00
0.00
A08
4407-00
2 X 4
2 X 4
02-00.00
3859870589
PIGGYBACK
49-07-00
1
6.00
0.00
A09
49-07-00
2 X 4
2 X 4
02-00-00
8636464021
PIGGYBACK
49-07-00
1
6.00
0.00
A10
49-07-00
2X4
2X4
02-00-00
6283694275
PIGGYBACK
49-07-00
3
6.00
0.00
All
49.07-00
2X4
2X4
02-00-00
3541653305
PIGGYBACK
49-07-00
1
6.00
0.00
Al2
40-07-00
2X4
2 X 4
02-00470
5148484723
PIGGYBACK
44-00-00
•.�
1
6.00
0.00
A13
44-00-00
2X4
2X4
02-00.00
884728808
Karen
359-8472 1 SALES AREA
LOT# SUBDIV:
JOB CATEGORY:
DATE07/14/15 PAGE 1
731557
OVERHANG INFO
HEEL HEIGHT
01-08-00
REO.LAYOUTS
REQ. ENGINEERING
QUOTE
ENocuT
RETURN
NONE
NONE
LAvouT
/ /
PLUMB
rv0
GABLESTUDS
241N. OC
CUTTING
TM
07/13/15
ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
Joint Number
REACTIONS Max Uriinry
Joint2 Joint ll Joint 19
1421.2010 3319.2120 8835.6240
-3321.6440-1543.4040-3910.1320
Joint 2 Joint 10 jointle
238.5490 1690.2460 3458.8770
-781.3710-705.8350
-1454.4820
Joint Joint 10 Jointl8
169.9510 1731.0370 3145.0650
-394.2950-720.0560
-1338.9630
Joint Joinl9 Jointl8
43.2940 1925.7120 3027.5250
-337.5530-736.5650
-1190.5530
Joint Joint Jointl8
60.3990 2098.2180 2972.2390
-296.0760-791.0920
-1187.4600
Joint 2 Joint 10 Joint 19
64.0260 2106.3610 3021.6950
-310.5150-789.8880
-H 85.5900
Joint 2 Joint 10 Joint 19
50.8120 2118.5690 2964.9800
-242.6450-792.1460
-H 62.6490
Joint Joinl9 Joint 19
48.7970 2132.7970 2967.7270
-229.3420-792.2150
-11fi2.1170
Joint Joint9 Joint 17
251.0540 2029.8380 2802.9180
-139.0400-753.0250
-1078.7410
Joint Joint9 Joint 17
-00 449.6200 1808.8040 2817A330
-257.4160-798.0690
-1072.7540
Joint Joinl9 Joint 26
-00 657.6170 1957.1670 2589.6110
483.5070 -870.2310-764.5000
Joint Joinl9 Joint25
658.3000 1830.9170 2576.1020
442.4740-698.1100 -820.2230
Joint Joint 11 Joint 29
663.3790 1412.4060 2168.2910
PAGE 2
Reaction Summary of Order
Anam W
BUpDE85 SUPPLY
K Gordon Construction
a
,°, 11 575 N.W. Mercantile Place
O
� Port Saint Lucie, FL 34986
0
8012 Links Way
Part St. Lucie, FL
BUILDING DEPARTMENI
ROOF
DATE
JOBSITE PHONE #
JOB NAME: Faughey Residence
MODEL:Fauahev Residence TAG:
SPECIAL INSTRUCTIONS:
359-8472
LOT# SUBDIV:
JOB CATEGORY:
11 OVERHANGINFO
HEELHEIGHT
01408-00
REO.LAYOUTS
REG. ENGINEERING
QUOTE
!
ENDCUT
RETURN
NONE
NONE
LAYOUT
//
PLUMB
NO
GABLE STUDS
241N. OC
CUTTING
I TM
107113115
ROOF TRUSSES LOADING
INFORMATION
iT1U-TCDL-BCUacX
1&TRESS INCR
ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
20.0,15.0,0.0,10.0
1.25
PROFILE
OTY
PITCH
TYPE
ID
BASE
O/A
LUMB
HANG
Joint Nufter
REACTIONS Mac Umiftty
.PLY
TOP
BOT
LEFT
RIGHT
PIGGYBACK
44-00-00
Jolnt2 Joint 10 Joint 28
1
6.00
0.00
A14
44-00.00
2 X4
2 X4
02-00-00
676.1220 1414.3550 2151.9660
6740044357
-379.9880 568.1600-803A640
HIP
44-00-00
Jolnt2 Joint 10 Joint 28
1
6.00
0.00
A15
44-00.00
2X4
2 X4
02-00-00
673.5440 1413.3930 2162.2810
2806591587
-378.8870-567.8160 504.9080
HIP
44-00.00
Joint Joint Joint 16
1
6.00
0.00
A16
44-00-00
2X4
2 X 4
02-00-00
449.5470 1369.5960 2486.1240
2752980019
-237.1820 528.2670-994.4070
HIP
4400-00
Joint Joint Joint 16
1
6.00
0.00
A17
44-00-00
2 X 4
2 X 4
02-00-00
417.9450 1376.3940 2475.7990
9006999037
-232.6050 526.7670
-1000:4840
nt 16
Join385.4400 �In167.3240 JO12773.7660
1 6.00 0.00 A18 49-07-002X42X402-00-00
7102779534-2539020 -648.2550
HIP
48-OB-00
Joint Joint 12 Joint 25
1
6.00
0.00
A19
48-08-00
2X4
2 X 4
02-00-00
556.1400 1597.8030 2413.3260
589204821
-404.0310 -669.2980-853.9530
HIP
48-OB-00
Jolnt2 Joint 12 Joint27
1
6.00
0.00
A20
48-08-00
2X4
2X4
02-00-00
596.2470 1610.7110 2336.6400
8656009619
400.3780 56.1040 -858.7990
HIP
48-08-00
Joint Joint l2 Joint27
1
6.00
0.00
A21
48-08-00
2 X 4
2 X 4
02-00-00
575.0270 1602.4730 2363.620
4451457434
-373.6230 -658.8160 -894.5920
1
2 Ply
6.00
0.00
HIP GIRDER
A22
48-OB-00
48-08-00
2 X 4
2 X 4
02-00-00
Jolnt2 Joint 11 JDint26
443.9870 1607.4190 5114.7420 v
568332395
-569.1990-823.0310
1
6.00
0.00
HIP GIRDER
Sol
9224671861
22-08-00
22-08-00
2 X 4
2 X 4
02-00-00
02-00-00
1
Jolnt2 Joints
2072.7260 2072.5310
-983.5380-983.4680
1
6.00
0.00
HIP
B02
9711925883
22-08-00
22-08-00
2 X4
2 X4
02-00-00
02-0&00
Joint Joint
1159.9510 1160.0490
571.9380 571.8980
1
6.00
0.00
HIP
B03
7864916916
22-08-00
'22-OB-00
2X4
2X4
02-00-00
02-00�
JolntJoin
11 1160.0010 1159.9990
571.9180-571.9170
5
6.00
0.00
COMMON
804
6489179537
22-08-00
22-08.00
2X42X402-QUO
1
02-00-00
1
Joint Joint
1324.1880 1329A580
-638.6370 -640.6570
3
6.00
0.00
ROOF
B05
9323813952
22-08-00
22-08-00
2 X 4
2 X 4
02-00-00
02-00-00
Joint Joint
1260.0010 1259.9990
-612.5540 -612.5540
1
3 PIy
6.00
0.00
COMMON
B06
1754356378
22-08OOO
22-OMO
2 X 4
2 X 6
Joint Joint
8683.3010
12873.1090
il
i0
DATE07114115 PAGE
Reaction Summary of L)rder
REQ. QUOTE DATE
/ /
ORDER #
731557
ORDER DATE
06/30115
QUOTE #
81503264
DELIVERY DATE
/ !
CUSTOMER ACCT #
000100077
DATE OF INVOICE
/ !
CUSTOMER PO #
ORDERED BY
Karen Gordon
INVOICE #
TERMS
6tmowws S� y
SUPERINTENDANT
Karen Gordon
SALES REP
Jon Specht
JOBSITE PHONE #
(772) 359-8472
SALES AREA
K Gordon Construction
JOB NAME: Faughey Residence
LOT # SUBDIV:
n
575 N.W. Mercantile Place
MODEL: Faughey Residence TAG:
JOB CATEGORY:
Port Saint Lucie, FL 34986
DELIVERY INSTRUCTIONS:
0
s
i
SPECIAL INSTRUCTIONS:
a
8012 Links Way
o
Port St. Lucie, FL
wv Hera
BUILDING DEPARTMEN
ROOF
ROOF TRUSSES LOADING
TCu TC "=,8C.L
STRES6 INCR
ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
INFORMATION
2a.o.ls.o.o.0.10.0
1.25
PROFILE
QTY
PITCH
TYPE
ID
BASE
OIA
L MB
R
V H NG
Jeint NwMer
REACTIONS Mau Ur RH
PLY
roP
ao4
LERr
RIGHT
q�
COMMON
10-08-00
Joint Joint(I Joint Joints Jointl0
1
6.00
0.00
Got
10-08-00
2X42X402-00-00
02-00-00
321.4500 321.4500 256.6800 138.2760 257.5600
1670677745
-297.3030-297.3030-71.4810 -0.5910-71.4950
COMMON
10-08-00
Joint Joinl4
1
6.00
0.00
CO2
10-08-00
2X4
2X4
02-00-00
620.0000 620.0000
132882955
352.4850-352.4850
COMMON
10-CMD
Joint Joinl4 Joinl6
1
6.00
0.00
CO3
10,08-00
2X4
2X4
02-00-00
633.0080 348.9760 273.0810
8125521033
364.6400-279.6830-76.6370
COMMON
10-08-00
Joint 1 Joint
2
6.00
0.00
C04
10-08-00
2 X 4
2 X 4
_
480.0000 480.0010
7152263943
-195.0520-195.0520
COMMON
06-08-00
Joint Joint Joinl6 Joint
1
6.00
0.00
H1
06-08-00
2X42X402-00-00
02-0D-00
351.3490 351.3500 108.3220 108.3220
4403321426
325.8350 325.8350-8.8770-7.6620
COMMON
06.08-00
Joint Joint Joint4 Joint
®
1
6.00
0.00
H2
2976411504
0&08-00
2X4
2X4
118.4410 118.4400 184.8630 189.7200
-34.0830-34.0830-87.8250-87.8240
DIAGONAL HIP
09-10-01
Joint Joint Joints
3
4.24
0.00
HJ10
09-IMI
2X4
2X4
02-09-15
482.3150 164.5440 257.8430
2360384822
-329.5490 --141.0410-100.6190
I
DIAGONAL HIP
0310-01'
Joint4 Joinl5 Joinl7
2 Ply
4.24
0.00
HJ10A
0310-01
2X42X402-09A5
455.3810 55.9740 1211.2390
6077550409
-240.2600-162.4940-780.9000
1
DIAGONAL HIP
0909-05
Joint Joint Joint 9
2PIy
4.24
0.00
HJ10J
M09-05
2X42X402-0315
308.2710 48.9820 654.5740
8759053973
-107.4860-145.4420-995.3880
JACK -OPEN
01-00-00'
_
Joint2 Joint Joint
fi
6.00
0.00
J7
01-00-00
2X42X402-00-00
292.3850 43.5630 71.8480
qad
3698144765
308.9660-21.8690-41.6230
JACK -OPEN
01-00-00
Joint 1 Joinl3 Joinl4
4
6.00
0.00
J1A
01-00-00
2X4
2X4
02-00-00
134.8460 133.4860 15.7290
9150470021
-30.7390-77.9380
JACK -OPEN
03-00-00
-
Joint Joint Joint
7
6.00
0.00
J3
03-00-00
2X4
2X4
02-0&00
314.6250 74.4510 43.4220
2895762764
-229.2070-52.5700
JACK -OPEN
0300-00
Joint Joint Joint
1
6.00
0.00
MA
0300-00
2 X 4
2 X 4
02-00.00
174.3380 356.6D30 1018.0120
9165377542
-19.9660-719.4690-504.1800
JACK -OPEN
03-00-00
Joint Joint3 Joint
1
6.00
0.00
J3C
03-00-00
2 X 4
2 X 4
02-00-00
339.2260 89.9710 54.7270
15832109%
379.7530
JACK -OPEN
03-00-00
.:
Joint Joint Joinl6
1
6.00
0.00
J3D
03-00-00
2X4
2X4
02-00-00
363.1290 340.2400 980.8260
6231582914
-265.0270 318.3340-968.2430
JACK -OPEN
05-00-00
Joint Joinl3 Joint
,a a�
7
6.011
0.00
J5
05.0000
2 X 4
2 X 4
02-00-00
413.2560 . 138.1450 75.9930
3964573221
-247.1850-108.0710
r•r. �l
r, e�
OVERHANG INFO
HEEL HEIGHT
01-0300
REQ LAYOUTS
RED. ENGINEERING
QUO
END cur
RETURN
NONE
NONE
LAYOUT
PLUMB
NO
GABLE STUDS
241N. OC
CUTTING
ITM
07/13/15
DATE07114115 PAGE 4
Reaction Summary of Order
iln�lo""
BUnOFAf SIIPI'LY
REQ. QUOTE DATE
ORDER DATE
DELIVERY DATE
DATE OF INVOICE
ORDERED BY
SUPERINTENDANT
JOBSITE PHONE #
a
0
0
K Gordon Construction
1575 N.W. Mercantile Place
Port Saint Lucie, FL 34986
JOB NAME: Faughey Residence
MODEL:Faughey Residence TAG:
DELIVERY INSTRUCTIONS:
6l I8012 Links Way
o Port St. Lucie, FL
i
06130115
#
Gordon SALES REP
359-8472 SALES AREA
LOT III SUBDIV:
JOB CATEGORY:
OVERHANG INFO
HEEL HEIGHT
01-08-00
REp. LAy0UT5
REQ. ENGINEERING
Quo
END cuT
IiEIURN
NONE
NONE
LAYOUT
PLUMB
NO
GABLE STUDS
1241N.0 C
CUTTING
TM
07/13/15
BUILDING DEPARTMEN
ROOF
ROOF TRUSSES LOADING
r=-rco:.e=u CDL
STB SS INCa.
ROOF TRUSS SPACING:24.0 IN. O.C. (fYP.)
INFORMATION
nnnwnnmmn.
"A
PROFILE
QLY
PITCH
TYPE
ID
BASE
OIA
MBER
OV
G
Junt NumW.ber
REACTIONS Max Ur iBry
PLY
roP
eor
DEFT
RicHr
JACK -OPEN
05-00-00
Joint4 Joint Joint
1
6.00
0.00
15A
OS00-00
2 X 4
2 X4
02-00-00
132.6050 93.1160 661.8920
5957882972
-22.6230-59.6220 563.7420
JACK -OPEN
05-00-00
Joint2 Joint Joint4
1
BAD
0.00
J5C
05-00-00
2 X4
2 X 4
02-00-00
403.0520 129.9620 94.7280
6886929969
-392.9910-21.7050
JACK -OPEN
05-DO-00
Joint4 Joint Joint
1
6.00
0.00
JSD
05-DO-00
2 X 4
2 X 4
02-00-00
101.3860 71.2450 598.3950
6222479022
-31.1370-510.6500
JACK -OPEN
07-00-00
Joint Joint Joint4
29
6.00
0.00
J7
07-00-00
2X42X402-00-00
520.2240 198.3330 106.6730
4262297612
-276J670-158.7150
JACK -OPEN
07-MOO
Joint4 Joint Joint
8
6.00
0.00
17A
07-MOO
2 X 4
2 X 4
02-00-00
126.6710 66.2160 631.1010
1506348419
-107.6360 -335.0870
L
JACK -OPEN
07-00-00
Joint Joint4 Joint
5
6.00
0.00
J7B
07-00-00
2 X 4
2 X 4
02-00.00
502.8120 165.7560 113.8440
6489721199
-267.4310-113.5430-30.1790
JACK -OPEN
07-OMO
Joint4 Joint Joint
1
6.00
0.00
J7C
07-00-00
2 X4
2 X4
02-0&00
140.4770 75.5160 625.4780
8341872044
-110.1340 -361.3810
JACK -OPEN
07-00-00
Joint Joint Joint4
F
1
6.00
0.00
J70
07-0600
2 X 4
2 X 4
02-00-00
548.7450 185.8530 95.5980
6348466670
-
-291.13BO-152.3060
JACK -OPEN
07-00-00
Joint4 Joint Joint6
2
6.00
0.00
J7E
07-DO-00
2 X 4
2 X 4
02-00-00
76.6310 65.3450 886.3330
303D291115
-19.4970-614.0830
JACK -OPEN
07-00-00
Joint4 Joint Joint
1
6.00
0.00
J7G
07-MOO
2 X 4
2 X 4
02-OMO
76.6310 65.3450 886.3330
2764900892
-19.4970-614.0830
2
6.00
0.00
PIGGYBACK
PB
06-04-04
06-04-04
2X42X4
Jo1nt2 Joint
324.8060 324.8060
3142885933
-159.9010.-159.9010
PIGGYBACK
OG04-04
Joint Joint4 Joint
6
6.00
0.00
PBA
06-04-04
2 X 4
2 X 4
188.4320 188.4320 272.7480
4802912950
-131.1340-131.1340-57.5350
ITEMS
QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES
FGIN-06
1 Hanger HHUS26-2
7 Hanger HUS26
o
Nss
Nss ype
y
731557
Am
HALF HIP GIRDER
1 2 Job Reference o tional
i .acan owes auppq, aamom, rt
l
Scale = 1:89.7
NAILED
NAILED NAILED NAILED NAILED
NAILED NAILED
7x10 M720HSG NAILED NAILED NAILED
NAILED
NAILED
NAILED NAILED
6.00 F12 Special NAILED 7x8 = NAILED 8x8 = NAILED 2x4 11
NAILED 7x8 = NAILED 2x4 11
NAILED 7x8 = NAILED 3x4 11
3 25 26 27 28T, 29 3031 5 3233 34 6=35
363738 397 40
41 42r8 43
4445 46479 48 r4x9 5010
1.5x8
2x4 = 2
1 �
19
17
16 15
14
13
12 11
20 51
5218 53
54 55 56 57 58 59
60 61
62 63 64 65
66 fi7 88 69
48 = 3x4 = 1.5x8 STP=
3x6 = NAILED
2x4 11 6xl2 MT20HS=
2x4 11
5x10 MT20HS=
2x4 11 NAILED 6x6 =
7x8 = NAILED 5x6 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
Special
NAILED
NAILED NAILED NAILED
NAILED
NAILED NAILED
NAILED
NAILED
NAILED
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2014/TPI2007
CSI.
TC 0.84
BC 0.72
WB 0.73
(Matdx-M)
DEFL in (toe) I/de0 Ltd
Vert(LL) 0.4514-15 >999 240
Vert(TL)-0.8714-15 >583 180
Hom(TL) 0.16 11 We n/a
PLATES
MT20
MT20HS
Weight: 6051b
GRIP
2441190
187/143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins, except
T1: 2x4 SP M 30
end verticals.
BOT CHORD 2x4 SP M 30 -Except-
BOT CHORD
Rigid ceiling directly applied
or 53-10 oc bracing.
B4: 2x4 SP No.2
WEBS
1 Row at midpt 4-19,
5-17, 9-11
WEBS 2x4 SP No.3 •ExcepC
W2,W4,W6,W8,W10,W12,W14:2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 11=3319/1VIechanical, 2=-3078/0-8-0 (min. 0-1-8). 19=8836/0-8-0 (min. 0-5-3)
Max Horz2=283(LC 8)
Max Uplift11=1543(LC 5), 2=3322(LC 18), 19=3910(LC 8)
Max Grav11=3319(LC 1), 2=1421(LC 5), 19=8836(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3414/7601, 3-25=-3119RI13, 25-26=3119/7112, 26-27=-3118/7110, 27-28=-3118/7110.
4-28=311717106, 5-33=7839/3513, 33-34=-7839/3513, 3435=7839/3513,
635=-7839/3513, 6-36=7757/3454, 36-37=7757/3454, 3738=-7757/3454,
38-39=-7757/3454,739=-7757/3454,7-40=-773013447, 40-01=-7730/3447,
41-42=-7730/3447, 8-42=-7730/3447, 8-43=-767413407, 43-44=-7674/3407,
44-45=7674/3407, 45-46=7674/3407, 46-47=-7674/3407,.947=-7674/3407, 10-11=387/306
BOT CHORD 2-20=6750/2956, 19-20=693313031, 17-53=213714769, 53-54=-2137/4769,
16-54=-2137/4769, 16-55=-2144/4757,55-56=-2144/4757, 56-57=-2144/4757,
15-57=-2144/4757,15-58=-3873/8686,58-59=3873/8686, 59-60=-3873/8686,
14-60=-3873/8686,14-61=-3877/8680,61-62=-3877/8680, 62-63=-3877/8680,
13-63=-3877/8680,13-64=-2262/4942,64-65=-2262/4942, 65-66=-2262/4942,
12-66=-2262/4942,12-67=-2262/4942,67-68=-2262/4942, 68-69=-226214942,
11-69=-2262/4942
WEBS 3-19=-4422/2175,4-19=-7926/3522,4-17=-1092/3042,5-17=-5741/2525, 5-16=0/461,
5-15=-1570/3537,6-15=913/657,7-15=-1082/488, 7-14=01430, 7-13=-1090/492,,
8-13=-845/606, 9-13=-1401/3183, 9-12=0/457, 9-11=5633/2585,3-20=115/326
NOTES-
1) 2-plytmss to be connected together with 10d (0.131•x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0.9-0 oc.
Webs connected as follows: 2x4 -1 raw at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water pending.
Continued on page 2 ILE
Job
Truss
I NSS type
y
731557
A01
HALF HIP GIRDER 1
2 Job Reference(optional)
American Builders Supply, Sanford. FL
Run: TUOs Apr 152015Prinh1.620SApr152015MTeklndusWes,Inc. Nan JUI1323:5r: 201b He e2
ID:Oj2etG7COgnKhAZS01?ZO3yfMe-ExrGXDpeMMPNAztc5J183??tPSlxyzlYx nzHyy�u
NOTES-
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
9) Refer to girder(s)for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 11=1543, 2=3322, 19=3910.
11)'Semi-dgid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss.
12) This truss has large uplift reaction(s) from gravity load easels). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
13)'NAILED" indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails. For more details refer to MTek's ST-TOENAIL Detail.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 341 lb up at 7-0-0 on top chord, and 348 lb down and
103 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pill
Vert: 1-3=-70, 3-10=-70, 11-22=-20
Concentrated Loads (lb)
Vert: 3=-189(F)19=-348(F) 4=-145(F)17=43(F)16=43(F) 26=-145(F) 28=-145(F) 29=-145(F) 30=-145(F) 32=145(F) 33=-145(F) 34=145(F) 35=-145(F) 36=145(F)
37=-145(F)39=-145(F)40=-145(F)41=145(F)42=-145(F)44=-145(F)46=-145(F)47=-145(F)48=-145(F)49=-145(F)50=-145(F)51=43(F) 52=43(F)53=43(F)
54=43(F) 55=43(F) 56=-43(F) 57=43(F) 58=-43(F) 59=-43(F) 60=43(F) 61=43(F) 62=43(F) 63=43(F) 64=43(F) 65=43(F) 66=43(F) 67=-43(F) 68=43(F)
69=43(F)
Job
Truss
I rus5 I ypa
uty y
731W
A02
HALFHIP
1 1
Job Reference (optional)
Mledcan&IDaers Suppry, Sanfare, FL
e nun:LLUP'g'bennt?,Zwu3y4 bzmJmneKMauSNeS.Inc. mon Juid":afmazulo ragal
DOj2eCOKhAZS010
e47PekZgG7fXEo7SpflgNbCXlnaeahROhAeKKWjyyKgt
%0 4-9-0 17}411 3327 i 8-0-11 H 4-093-8t 409.r7$0I 4 I 818 8 -2-12 --
10x14 MT2011S i
7x6 = 2x4 II 7x8 = 7x6 = 5x8 =
6.00 12 424 ,7,5 5 26 8 27 7 rx 28 29 8 ra 30 9
U
18 17
4x6 = 1.5x8 STP= 3x6 =
64 =
16 15 14
400= 4xt0=
3x6 =
Scale=1:92.8
13 12 11 10
2x4 II 6x10 = 3x8 MT20HS II
5x8 MT20HS=
OAT$ 7-8-0 16-11-14 25-1$ 33-2-2 41-2-73 49$$ 49r7-0
0$$ 7�$ 93-14 i 8-1$ 8-0-it 8-0-11 I 8-0-11 0- $
Plate Offsets (X Y)-
[4:0-11-12 0-3-47 [5:0-3-0 0-5-01
[7:0-4-0 04$] [8:0-3-0 0-4-121 116:0-3-80-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Veri(LL)
0.3213-14
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.76
Vert(TL)
-0.7113-14
>704
180
MT20HS
1871143
BCLL 0.0 •
Rep Stress Incr YES
WB 0.68
Horz(TL)
0.09 10
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-S)
Weight: 298 lb
FT = 20%
LUMBER-
BRACING-
-
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
T1: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD2x4 SP M 30 -Except-
WEBS
1 Row at midpt 4-18. 4-16, 5-14, 7-14, 7-11,'9-11
B4: 2x4 SP No.2
MiTek as mends Nat Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except*
be installed during truss erection, in accordance with Stabilizer
W3: 2z4 SP M 31, W11: 2x4 SP No.2
Installation uide.
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 10=1688/Mechanical, 2=-557/0$-0 (min. 0-1-8). 18=3459/0-8-0 (min. 04-1)
Max Horz2=340(LC 12)
Max Upliftl0=706(LC 9), 2=-781(LC 22), 18=-1454(LC 12)
Max Grav10=1690(LC 22), 2=239(LC 9). 18=3459(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250, (Ib) or less except when shown.
TOP CHORD 2-23=1139/2113, 3-23=-1125/2162, 3-0=-1265/2371, 4-24=-1771/920, 24-25=-1773/920,
5-25=-1775/920,5-26=-3330/1682,6-26=-3330/1682,6-27=-3330/1682, 7-27=3330/1682,
7-28=-2539/1280,28-29=-2539/1280,8-29=-2539/1280, 8-30=-2539/1280, 9-30=-2539/1280,
9-10=-1612/917
BOT CHORD 2-18=-1898/824, 17-18=-1131/517, 16-17=-1131/517,15-16=-963/1844, 14-15=963/1844,
13-14=1796/3573,12-.13=-1796/3573,11-12=-1796/3573
WEBS 4-18=3198/1807, 446=4650/3322, 5-16=14721926, 5-14=844/1715, 6-14=-545/444,
7-14=-283/197,7-13=0/315,7-11=1183ffi%,8-11=-518/516, 9-11=-144212842,
3-18=357/364
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=2411; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-04 to 1-0-0, Interior(1)1-0-0 to 9-M, Exterior(2) 9-0-0 to 13-2.15
zone;C-C for members and forces & MWFRS for reactions shown;. 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 chord live load nonconcurrenl with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-M wide will 0t
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)10=706,
2=781, 18=1454.
9) This truss design requires that a minimum of 7/16'structuml wood sheathing be applied directly to the top chord and %' gypsum
sheetmck be applied directly to the bottom chord. '
LOAD CASE(S) Standard
Job
rus5
I ms5 I ype
ly y
731557
A03
Haff Hip
1 1
Job Reference (optional)
A a=n uumera 6upply. �anrom, rL
6.00 12
1.5x8 STP=
23
� 2x4
qr 7
0
4x6 =
5x8 MT201!S6
3x6 =
4 25 2 5
2x4 \\
24
3 W W
1
18 1716 31 32 15
1.5xB STP= 3x6 = US =
6x6 = 46 =
5x10 = 3,6 =
6 27 _.7
3314 34 13 35
5x6 WB= 3x6 =
Scale=1:92.8
5x10 = 4x4 II
28 8 29 T.. 30 9
36 12 11 37 38 10
3x6 = 6x10 MT20HS=
3x8 MT20HS=
03$ 7$-0 11-0-0 20$-14
n_EAI 33-0 I 9fi-id I -12 I' 39£8-110 9-$Ti1 14 9 14 0 4978-0
Plate Offsets (X Y)—
f4:0-540-2$] [6:0-5-0 0-3-01 f8:0-5-0
0-3-41 (9:Edoe 0-3$1
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL
in (loc)
I/deb
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL)
0.26 13
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.65
Vert(TL)
-0.6813-15
>738
180
MT20HS
187/143
'BCLL 0.0 '
Rep Stress [nor YES
WB 0.96
Horz(TL)
0.15 10
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(MatrixS)
Weight: 273 lb
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 -Except*
WEBS
1 Row at midpt 4-18. 5-17, 6-15, 7-11
W4,W11: 2x4 SP No.2
2 Rows at 1/3 pts 8-10
OTHERS 2x4 SP No.2 *Except*
MiTek recommends that Stabilizers and required cross bracing
SB1: 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=1731/Mechanical,2=-247/0$-0 (min. 0-1-8). 18=310610-8-0 (min.0-3-11)
Max Hom2=401(LC 12)
Max Upliftl0=720(LC 9), 2=394(LC 18), 18=-1339(LC 12)
Max Gravl0=1731(LC 1), 2=170(LC 9), 18=3145(LC 17)
FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-907/1433, 3-23=-905/1571, 3-24=-950/1649, 4-24=939/1778, 56=-2314/1152,
6-27=-3046/1484,7-27=-3046/1484,7-28=-2338/1128, 28-29=-2338/1128, 8-29=-2338/1128
BOT CHORD 2-18=-1373/630, 16-17=-1068/2000,1631=-1068/2000, 3132=-1068/2000,
15-32=1068/2000, 1533=-1528/2945, 14-33=-1528/2945,14-34=-1528/2945,
13-34=1528/2945, 1335=-1516/2953, 35-36=-1516/2953,1236=-1516/2953,
11-12=1516/2953, 11-37=-1044/2027, 37-38=1044/2027,10-38=-1044/2027
WEBS 3-18=-394/385, 4-18=3129/1642, 4-17=624/1553, 5-17=-2376/1210, 5-15=-265/967,
6-15=-904/531, 7-11=$83/545, 8-11=-264/955, 8-10=-2433/1261
NOTES-
1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh, h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 11-0-0, Exte(or(2)11-0-0 to
15-2-15 zone;C-C for members and forces 8 MWFRS for reactions shown;. Lumber DOL=1.60 plate gdp 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 nonconcumenl with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=lb) 10=720.
2=394, 18=1339.
8) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
rus5 I ype
Utyy
731557
A04
Hip
1 1
Job Reference (optional)
rv,p„wu uu uv�a wYVry, .ae„i u,u, r,.
5x8 MT201!Si
6.00 12
4
5x8 4
27 T
3 W7
1.5x8 STP=
2 1
2x4 = 2
y[ 1
8 34 77 16
4x6
6x6 = 3x6 =
=
4x6 =
3x6 = 5x10 =
28 Y9 5 6
35 15 14 13 36
3x6 = 2x4 11
3x8 MT20HS=
Scale=1:91.2
6x6 =
31 7
32 2x4 II
8
0 0
1 33
9 tV
12 11 37 10
3x6 = 3x6 = 06 =
4x6 =
0
y 6-9-7 5-11-1
7-10-15
7-9-3
7-10.15
5-11-1 _;7
Plate
Plate Offsets (X,Y)—
[3:0-4-0,0-3-41,[4:04-12,0-241,[6:0-5-0,0-3-01.[7:0-3-8,0-2-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(L-)
0.26 13
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Verl(TL)
-0.6512-13
>785
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.99
Horz(TL)
0.20 9
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-S)
Weight: 274 lb
FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T5:2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2
WEBS
1 Row at midpt 516, 6-15, 6-12, 4-18
WEBS 2x4 SP No.3'Except'
MTek recommends that Stabilizers and required cross bracing
W10,W12: 2x4 SP M 30
be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.2
Installation guide.
REACTIONS. (lb/size) 9=1821/Mechanical, 2=-103/0-8-0 (min. 0-1-8), 18=288410-11-5 (min. 0-3-9)
Max Hom 2=267(LC 11)
Max Uplift9=-737(LC 12), 2=-338(LC 24), 18=-1191(LC 12)
Max Grav9=1926(LC 18), 2=43(LC 9), 18=3028(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=673/1218, 3-26=-671/1387, 3-27=-069/1222, 4-27=457/1361, 4-28=-1031[719,
28-29=-1031/719,5-29=-10311719, 5-6=-2472/1410, 630=-2650/1506, 30-31=-2650/1506,
7-31=-2650/1506,7-32=-3484/1917,8-32=-3567/1901,8-33=-3487/1733, 9-33=-3575/1712
BOT CHORD 2-18=1223/728, 18-34=-288/1096, 17-34=-288/1096, 16-17=-288/1096, 1635=-974/2491,
15-35=-974/2491,14-15=-1229/2965,13-14=-1229/2965,13-36=-1229/2965,
12-36=-1229/2965,11-12=-1069/2557,11-37=-1069/2557,1037=-1069/2557,
9-10=-148013095
WEBS 3-18=-500/475, 4-16=515/1447, 5-16=1916/936, 5-15=-122/728, 6-15=-734/334,
6-13=0/363, 6-12=-663/267, 7-12=-94/660, 7-10=-4827739, 8.10=-443/445,
4-18=3203/1500
NOTES-
1) Unbalanced roof live loads have been considered for this design. -
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exteriog2) -2-M to 1-0-0, Intedor(1)1-" to 13-0-0. Exterior(2)13-0-0 to
40-9-15, Interior(1) 40-9-15 to 49-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 chord live load nonconcurrent with any other live loads.. -
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL= IO.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=737,
2=338. 18=1191.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
r
Job
NSs
NSS ype
y
731557
A05
Hip
1 1
Job Reference (optional)
Amedcan Builders Supply, Sanford, FL Run:7.620 s Apr 15 W15 Pnnt 7.620 s Apr 152015 Wax industnes. Inc. own Jul 1323:58:e02015 Far
ID:Oj2etG7COgnKhAZS017ZO3yzTX"WW09EsWIHoyIQcBnSsmddPbgKs9Hh dupRacyyrcWr
13""
r2k01 G9-0 I 6-2 V 2'
2&2 I -12 12H1" 6-051 B-0 &12 493A 49r7-0
65-12 03.8
5x8 =
6.00 12
3z6 = 5x8 =
5x6 =
4
28 29 5 6
31 7
7x10 101120HSi 2�
332
5x8
W W
10
3
8
.5x8 STP=
33
2
1
2x4 = 2
BZ
v
d
1
18 17
3416 15
35 36 141337
38 12 1139
10
46 // 46 =
46 = 3x8 =
3x6 =
3x6 =
3x6 =
4x6=
5x8 WB=
3x8 MT20HS=
Scale = 1:91.2
46 =
7- 15
0a;a SQt Si-5 1500 20.40 3474 42b1 49-30 49r7-0
e'38-48A 6� 7.11-1 I 348 698 7-11-t 6 7 0.3d
A
Plate Offsets (X Y)--
[4:0-5-0 0-2-01 [6:04-00-3-0][7:0.4-8
0-1-121; [8:0-4-00-3-41
[18:0-2-0 Edcel
LOADING (pso
SPACING- 2-0-0
CST.
DEFL
in (loc)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL)
-0.2912-14
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Verl(TL)
-0.7512-14
>716
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.95
Horz(TL)
0.18 9
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
(MatiixS)
Weight: 281 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
T1,T3: 2x4 SP M 31, T7:2x4 SP M 30
BOT CHORD
BOT CHORD 2x4 SP M 30
WEBS
WEBS 2x4 SP No.3 *Except'
W10,W12: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=-123/0-8-0 (min. 0-15), 9=1960/Mechanical, 18=276610-10-9 (min. 033)
Max Horz 2=304(LC 11)
Max Uplift2=-296(LC 24), 9=-791(LC 12), 18=-1167(LC 12)
Max Grev2=60(LC 9), 9=2098(LC 18), 18=2972(LC 17)
StwGtuml wood sheathing directly applied.
Rigid ceiling directly applied.
1 Row at midpt 7-10, 5-15, 6-14; 6-12
2 Rows at 1/3 pts 4-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=-691/1160, 3-26=-676/1326, 3-27=-812/521, 4-27=-691/537, 4-28=-2024/1204,
28-29=2024/1204,5-29=-2024/1204,55=-2967/1610,6-30=-2834/1582, 30-31=-2834/1582,
7-31=-2834/1582, 7-32=-3924/2103, 8-32=-4038/2087, 8-03=-3866/1890, 933=-0015/1876
BOT CHORD 2-18=-1101/704,17-18=-87/594, 1734=-717/2114, 1634=-717/2114, 15-16=-717/2114,
15-35=-1086/2807,35-36=-1086/2807,14-36=-1086/2807,13-14=-1205/2996,
1337=12OW2996, 37-38=-1205/2996, 1238=-1205/2996, 11-12=-1086/2730,
11-39=1086/2730, 10-39=-1086/2730, 9-10=-1586/3501
WEBS 3-17=-468/1484, 7-10=-610/981, 4-15=-373/1267, 5-15=-1218/630, 5-14=-96/561,
6-12=527/253, 7-12=-91/730, 8-10=547/528, 4-17=1969/814, 3-18=3232/1620
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult--I 60mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=20ft; 13=4511; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 15-0-0, Exterior(2) 15-0-0 to
38-9-15, Interior(1) 38-9-15 to 49-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
7) Refer to glyder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=296,
9=791, 18=1167.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
ms3
I mss I ype
731557
A05
Hip
1
1
Job Reference c tional
°"VP'Y,J 11-U. rL rtun: Loins/ rl0[UUvmur.bzusHpr102u15MIlek Nousmes.lnc. Mon Ju11323:59:012015 Fags1
ID:Oj2etG7COgnKhAZS017ZO3yzTXe-6i4mNas9PawpfaBOK9N4Dr9aG4g t ujN7sYY762yyKgq
-2-0-0 6-9-4 1700 2448 32-]-0 34]-0 42-9-12 4&&8 4 .0
2-0-0 69{ 10.2-12 7-941 7-9-8 241-0 8-2-12 6512 8
Scale=1:91.0
5x6 =
6.00 12 3x8
=
5x6 C
3x6
3x6 5 29 30
6
31 32 7
T7
a
4
28
33
7x10MT20HS4 T
W
8
5x8 C
3 V151
9 0
1.5x8 STP=
2 0
34
2
7 2x4 = 2
10
t4
19 18 3517 36 16 37
1514
38 73 39
1240 11
1.5x8 STP= 5x6 WB= 3x8 — 2x4 II
3x8 =
5x10 MT20HS= 3x6 = 48 =
4x6 = 46 // 4x6 =
4x6 =
7-0-15
2498 32-)-0 42$1 443A 4 -0
0. 4448 1 &11-1 7-941 ]-9E 0.11-1 63] d
2b14
Plate Offsets (X Y)—
[5:0-3-8 0-2-41 [7:03-0 0-2-71 [9:0.4-0
0-3-01 [1010-0-0 0-0-4]
[19:0-2-0Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
/dell
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL)
-0.38 11-13
>999
240
MT20
244/190
TCDL 15.0
LumberDOL 1.25
BC 0.71
Vert(TL)
-0.9411-13
>569
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.98
Horz(TL)
0.18 10
We
n/a
BCDL 10.0
Code FBC2014RPI2007
(Matrix-S)
Weight: 300 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 `Except'
TOP CHORD
T3,T4: 2x4 SP M 30
BOT CHORD
BOT CHORD 2x4 SP M 30
WEBS
WEBS 2x4 SP No.3 *Except*
W11,W13:2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=-143/0-8-0 (min. 0-1-8). 10=1958/Mechanical, 19=2788/0-8-0 (min. 03-9)
Max Horz2=340(LC 11)
Max Uplift2=-31l(LC 24). 10=790(LC 12), 19=-1186(LC 12)
Max Gmv2=64(LC 9), 10=2106(LC 18),19=3022(LC 17)
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
1 Row at midpt 8-11, 6-16, 6-13
2 Rows at 1/3 pis 4-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
.Installation guide.
FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown.
TOP CHORD 2-27=-731/1237, 3-27=-686/1399, 3-28=-805/451, 4-28=638/466, 4-5=-2329/1371,
5-29=-2044/1227,29-30=-2044/1227,6-30=-2044/1227,6-31=-2636/1487, 31-32=-2636/1487,
7-32=2636/1487, 7-8=-3001/1661, 8-33=3927/2020, 933=-4089/2005, 9-34=3927/1825,
10-34=4076/1811
BOT CHORD 2-19=-1172/749,18-19=-69/537,18-35=-740/2118,17-35=-740/2118,17-36=-740/2118,
1636=-740/2118,16-37=-992/2714,15-37=99212714,14-15-992/2714,14-38=-992/2714,
13-38=992/2714, 13-39=-1101/2727, 1239=-1101/2727, 12-40=-1101/2727,
11-40=-1101/2727, 10-11=-1524/3552
WEBS 3-18=-483/1576, 8-11=-526/1059, 9-11=520/484, 5-16=-043/834, 6-16=-1042/514,
6-15=0/344,6-13=-3101131,7-13=-575/1147,4-18=-1889/900, 3-19=-3350/1557,
8-13=-785/652, 4-16=-25/399
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24tt; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C FxteriopI -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 17-0-0, Exterior(2)17-0-0 to
36-9-15, Interior(1) 36-9-15 to 49-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 nonconcument with any other live loads.
6)' This tmss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members, with BCDL = IO.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=311,
10=790, 19=1186.
9) This truss design requires that a minimum of 7/16'structural woad sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
tie f.`u 1 /'i i7ir -
/
Joe
N33
Truss I ypa
Fiy
731557
A07
Hip
1 1
Job Reference (optional)
Amemmn BulMers Supply. Sardord, FL
5x6 =
2x4 11
5x6 =
6.00 F12
5
28 6 29
307
3x6 i
4
7x10 MT20HS1,
W
3
1.Sx8 STP=
27
2x4 = 2
e 1
d
79 18
3277
33 1634
35 1514 36
3713 38
1.5x8 STP=
5x6 =
3.6 =
4xS =
3x6 =
4x6 — 4x6 // 4x6 =
4x6 =
3x6 4*
8
1239 11
5x8
9
5x10 MT20HS= 3x6 =
Scale = 1:91.0
ns
OaA SOU 5-0-1 12-103 14p-0 24-e8 30.7U 33-7-0 42-61 4933 43]-0
oga i r sva 1 61-13 1 sss 1 ssa I zoo 1 all-1 aa7 o-�as
2-01a
Plate Offsets (X Y)—
r5:0-3-00-2-0] [7.03-0 0-2-01 [9:OA-0
0-3-4] [10:0-0-00-OAI
119:0-2-0 Edce1
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL
in (loc)
1ldell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(L-)
-0.34 11-13
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(TL)
-0.8811-13
>607
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.96
Horz(rL)
0.17 10
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-S)
Weight: 304 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except.
TOP CHORD
Structural wood sheathing directly applied.
T3,T4: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 30
WEBS
1 Row at micipt 8-11, 5-16, 6-15.7-15
WEBS 2x4 SP No.3
2 Rows at 113 pts 4-18
OTHERS 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size) 2=-85/034) (min. 0-1-8), 10=1964/Mechanical, 19=2723/05-0 (min. 0-3-8)
Max Horz2=376(LC 11)
Max Uplift2=-243(LC 24), 10=-792(LC 12), 19=-1163(LC 12)
Max Grav2=51(LC 9), 10=2119(LC 18), 19=2965(LC 17)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-27=-710/1115, 3-27=-614/1277, 34=881/504, 45=-2380/1368, 5-28=-237511416,
6-28=-2375/1416, 6-29=2375/1416, 29-30=-2375/1416,7-30=-2375/1416, 7-8=-3057/1653,
8-9=4108/1997,9-31=-394611799,10-31=-409511785
BOT CHORD 2-19=-1059/729,18-19=58/640, 18-32=-734/2185, 1732=-734/2185, 17-33=-73412185,
16-33=734/2185,1634=-656/2135,34-35=556/2135,15-35=-656/2135,14-15=-810/2344,
14-36=-810/2344, 36-37=-810/2344, 13-37=310/2344, 1338=-107912755, 1238=-1079/2755,
1239=-1079/2755,11-39=-1079/2755, 10-11=-1496/3569
WEBS 3-18=-455/1521, 8-11=530/1043, 5-16=-105/320, 5-15=-373/809, 6-15=-463/395,
7-13=-518/1203,9-11=-521/484,4-18=-1B44/853,3-19=3275/1494, B-13=-813/635,
4-16=481322
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0to 19-0-0, Exterior(2)19-0-0 to 34-7-0
, Interior(7) 34-7-0 to 49-7-0 zone;C-C for members and forces 8 MWFRS for reactions shown; 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 chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=243,
10=792, 19=1163.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
I was ype y
731557
A08
Hip 1 1
Job Reference (optional)
Nnenran auuaem supply, Samonl. FL Run: 7.6205 r 152015 Print 7.620s r 152015 Mirek ln4usines. Inc. Mon Jul 132358:042015 Parg"gl
I. ID:Oj2etG7 OgnKhAZS017ZO3yz e-XHmv?c 1MOW2vyOHvmrTn6KHho64 ZYWrrfNyyngn
-2-0-0 &9d 21-0-0 2&74 34-7-0 42-&12 4&38 4 -0
2-0-0 &9.4 14-2-12 7-70 600 12-12 &&12 0-3-8
6.00 F12
5x6 =
5xl0 =
5
2930 6
5x10 MT20HS4
5x10 Q
28
31
q
7
7x10 MT20H5-
W
W 77
5
3
a
1.5x8 STP=
2
27
2x4= 2
B1
y 1
19 18
3317 34 16 35
15
36 14 13 37
12 38
1139
10
4z6 _ 1.5x8 STP=
5x6 WB= 3x6 =
3x6 =
46 = 2x4 11
4x6 =
5x10 M720HS=
3x6 =
4x6 // 4x6 =
32
Scale=1:90.8
08 =
7$15
M 5-0-n 17-0-0 21-ee 2&7-0 32-7-0 42$1 493A 4A7-0
We
edal 1 4: NM 1 a$o 1 V. I ss A7 8
2 0.14
9 'T
0
Plate Offsets (X,Y)—
[4:0-5-0,0-3-01 [5:0-3-8,0-2-41. [6:0.7-0,0-2-01
[7:0-5-0
0-3-0] [8:04-0 0-3-01 [9:0-0-0 0-0-41
[19:0-2-O,Edce]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (too)
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.67
Vert(LL)
-0.38 10-12
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC
0.71
Vert(TL)
-0.95 10-12
>562
180
MT20HS
187/143
BCLL 0.0
Rep Stress lncr YES
WB
0.99
HOR(fL)
0.17 9
n/a
n/a
BCDL 10.0
Code FBC2014fTP12007
(Matrix-S)
Weight:3131b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T2,T4,T7: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 30
WEBS
1 Row at mldpt 7-10, 6-15, 6-12, 5-16
WEBS 2x4 SP No.3 *Except*
2 Rows at 113 pts 4-18
W6: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.e.3
be installedduring truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=-74/0-8-0 (min. 0-1-8). 9=1965/1viechanical, 19=271210-8-0 (min. 0-3-8)
Max Hoiz 2=412(LC 11)
Max Uplift2=-229(LC 24), 9=-792(LC 12), 19=-1162(LC 12)
Max Grav2=49(LC 9), 9=2133(LC 18), 19=2968(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-27=69711116, 3-27=-611/1277, 3-0=-897/496, 4-28=-2403/1343, 5-28=-2297/1363,
5-29=-2017/1272,29-30=-2017/1272;6-30=-2017/1272,6-31=-293811640, 7-31=3085/1619,
7-8=-414011977, 8-32=-398111783, 9-32=-4130/1769
BOT CHORD 2-19=-1064/7l 1,18-19=58/674,18-33=-728/2218,17-33=-728/2218, 17-34=-728/2218,
16-34=-728/2218,16-35=-614/2126,15-35=614/2126,15-36=-695/2244,14-36=-695/2244,
13-14=-695/2244,13-37=-69612241,12-37=-696/2241, 12-38=-1068/2786,11-38=1068/2786,
11-39=-1068/2786,10-39=-1068/2786, 9-10=-1510/3599
WEBS 3-18=454/1544, 7-10=-515/1045, 5-15=-119/608, 6-15=530/218, 6-13=01274,
8-10=511/477,4-18=-1839/856,3-19=-3295/1470, 7-12=848/644,4-16=-76/295,
6-12=-568/1199, 5-16=-145/280
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlenor(2) -2-0-0 to 1.0-0. Intedor(1)1-0-0 to 21-0-0, Exterior(2) 21-0-0 to
32-9-15, Interior(l) 32-9-15 to 49-7-0 zone;C-C for members and forces & MWFRS for reac0ons shown; 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 chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 35-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=229.
9=792, 19=1162.
9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
ruSS
Imes lype
Fly
731557
A09
Piggyback Base
7 1
Job Reference (optional)
Ame6wn Bugders5upply,5anrON.FL rtun: r.o<es „pnaamrnnc r.o<Os - u c oa:uamu rays,
ID:Oj2etG7COgnKhAZS017ZO3yzTXe- CywTpOFBOOM "OOhKGmhzZgX2jnAWCFgyyKGm
208-1 2498 2ata15 I 42a11 I C"-1
t1 22-0 •72'-0 a93 oa-a
5x6 =
6x6 =
Scale=1:92.0
TP=
9
rq
0
6x6 = 46 = 3x6 = 46 = 4x6 = 5x8 WB= 3x6 = 4x6 =
4x6 =
3x6 =
7-0-15
6 M,541 1 17-0-0 2b&1 20.98 2&10.15 32-7-0 42-&1 4938 -0
MR0.11-1 381 41-7 0.1-) 38-1 411-t a&7
1-08
Plate Offsets (X Y)—
[3:0-5-0 0-341 [5:0-3-8 0-24][6:0-3-8
0-241 [8:04-0 0-341
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Ven(LL)
-0.3310-12
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Ven(TL)
-0.8410-12
>605
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 1.00
Horz(TL)
0.15 9
We
n/a
BCDL 10.0
Code FBC2014rrP12007
(Matrix-S)
Weight: 291 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T2,T3:2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 30'ExcepC
WEBS
1 Row at micipt 4-17, 5-15, 6-12, 6-14
B4: 2x4 SP No.2
MTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except'
be installed during truss erection, in accordance with Stabilizer
W10,W12:2x4 SP M 30
Installation quide.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=184/0-8-0 (min. 0-1-8), 17=2549/0-11-5 (min. 0-3-5),
9=187010-8-0 (min. 0-2-6)
Max Horz 2=406(LC 11)
Max Uplif 2=439(LC 12), 17=1079(LC 12). 9=-753(LC 12)
Max Gmv2=251(LC 21), 17=2803(LCC17), 9=2030(LC 18)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-25=-564/511, 3-25=-329/673, 34=-161/725, 4-26=-1968/1142, 5-26=-1830/1161,
5-27=-1931/1192,6-27=-1931/1192,6-28=-2724/1539,7-28=-2861/1520, 7-8=-3922/1885,
8-29=-3759/1687, 9-29=-3908/1673
BOT CHORD 2-17=-616/653, 17-30=-513/1738, 16-30=513/1738, 16-31=513/1738, 15-31=-513/1738,
15-32=499/1825, 32-33=499/1825, 14-33=-099/1825, 13-14=-633/2025, 13-34=-633/2025,
34-35=-633/2025, 12-35=4i33/2025, 12-36=-97512581, 11-36=975/2581, 11-37=-975/2581,
10-37=975/2581, 9-10=-1435/3402
WEBS 3-17=576/488, 7-10=-533/1053, 8-10=5221484, 4-17=-2871/1308, 7-12=831/635,
4-15=01573, 5-15=-295/82, 6-12=535/1253, 6-14=407/284, 5-14=-195/680
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=20tt; B=45ff; L=24ft; eave=611; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-" to 1-0-0, Intedor(1) I-M to 20-8-1, Exterior(2) 20-8-1 to
33-1-14, Interior(t) 33-1-14 to 49-7-0 zone;C-C for members and forces 8 MWFRS for reactions shown; 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 chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt--lb) 2=139.
17=1079, 9=753.
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
mas
mss I ype
City Py
731557
A70
Piggyback Base
1 1
Job Reference (optional)
Americanemwers supply, sanrom, FL Run :7.620 s Apr 152015 Print 7.620 a Apr 152015 t ek bdustnes, Inc. Mon Jul 1323:58:062015 Pagel
e ID:O)2elG7COgnKhAZS01?ZO3yzTXe-TfufQlwHE7Y61L3L7izFmsTP5MFZ_Os?gGmoGyyKgl
51-7.0
-2-0-0 6: 4 208-1 24-9-8 28-1415 347-0 42-9-12 4958 4 -0
2-0-0 G14 1310-13 41d 411 581 8-2-12 6512
260 Scale = 1:98.2
7x6 =
6x6 =
6.00 FIT 5
30
6
3x8 G 29
31 3x6 Q
4
7
5x10 MT20HS i
W
8
5x8 11
3
W
5
8
1.5x8 STP=
32
28
1.Sx8 STP=
2x4 = 2
W
12
2z4 =
9 10
1
P+
19
18 17 3334 16 35
36 15 14
37 38 1339 40 12
11
RP7
2z4 It
1.5x8 STP= 6x6 =
3x6 =
4x6 = 5x8 =
2x4 It
4x6 =
-
4z6
7x8 =
46 =
03$ 7- 15 12.4-0 I 17-0-0 1 20-8-1 1 24-9-8 128-10-15 1 32-7-0 I 37341 1 42-6-1 49-3-8 49r7-0
03-8 6-9-7 5-3-1 4A-0 35-1 4-1-7 4-1-7 3-8-1 4-8-8 5-2-9 6-9-7 0-`3_8
Plate Offsets (X Y)-
[3:0-5-0 0-3-41 [5:0-3-8 0-2-4]16:0-3-8
0-2-41 [8:0-4-0 03-01(12:0-2-0 0-3-01 [18:0-2-4 Edge]
LOADING (pso
SPACING- 2-0-0
CSL
DEFL.
in (loc) I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
-0.1713-15 >999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.77
Vert(TL)
-0.43 13-15 >999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 1.00
HOrz(TL)
0.11 9 n/a
n/a
BCDL 10.0
Code FBC2014/7PI2007
(Matrix-S)
Weight: 305 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 *Except-
TOP CHORD
Structural wood sheathing directly applied.
T4,T5:2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2
WEBS
1 Row at midpt 4-17, 5-10, 6-13, 6-15
WEBS 2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=363/0-S-0 (min. 0-1-8), 17=2670/0-8-0 (min. 0-35), 9=1709/0-e-0 (min. 0-2-2)
Max Horz2=-412(LC 10)
Max Uplift2=-257(LC 12), 17=1073(LC 12), 9=-798(LC 12)
Max Grav2=450(LC 21), 17=2818(LC 17), 9=1809(LC 18)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-28=-591/294, 3-28=-109/378, 3-0=-243/10D4, 4-29=-590/556, 5-29=456/575,
530=-1190/858, 6-30=1190/858,6-31=-1958/1231,7-31=-2095/1212, 7-8=-2529/1234,
832=3056/1376, 9-32=-3069/1353
BOT CHORD 2-19=406/819, 18-19=-398/255, 17-18=-398/255,17-33=-159/253, 33-34=-159/253,
16-34=-159/253, 16-35=23/909, 35-36=-23/909, 1536=-23/909, 14-15=309/1347,
14-37=-309/1347, 37.38=309/1347, 13-38=309/1347, 13-39=647/1900, 39-00=-647/1900,
12-40=-647/1900,11-12=-106412655, 9-11=-1070/2649
WEBS 3-19=0/253,4-17=-2448/1159,7-13=-853/613,4-16=395/1369, 5-16=-1146/493,
6-13=-542/1141,6-15=659/441,5-15=-335/1003,3-17=-760/448, B-12=-678/414,
7-12=-201/520
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.1S; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) I-M to 20-8-1, Exterior(2) 2041-1 to
33-1-14, 1ntedor(1) 33-1-14 to 51-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 chord live load nonconcunent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord.! n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except'Gt=lb) 2=257,
17=1073, 9=798.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
0
MES
was ype y
731W
All
Pi99yaack Base 3 1
Job Reference c ['onal
American Builders Supply, SarloN, FL - Run- ].bzus Ayyr 152e15 PrNe ZtiZe s Apr 1 b2u1b Mi Ie0.1nausmes, mc. Mon jut 326:aa:ur Lui o re'I
ID:Oj2eIGF OgnKhAZS01?ZQ3yzTXe-nR2dexv!QgzNVeXhQUUT6PewUjGIRj0EU7JK'ryy qk
51-M
-2-00 654 12-0-0 1S1-10 2a8-1 2aa9 2a10.15 31-16a 3]-3-0 431-12 4338
2-0a 654 510.12 2-9.10 Sa] aia a1aS1a12 a1-iz 0.38
zoo
Scale=1:92.5
10xl4 MT201-[S i
6.00
0.
7x10 MT20HS,1
ry�l
0
cr co — 3x6 = 3x6 = 17 "' 4x6 =
4x6 = 1.5x8 Sjg-ry 3x6 = 5x8 =
6x6 = 5x14 =
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC20141TP]2007
LUMBER -
TOP CHORD 2x4 SP M 30 -Except-
T2: 2x6 SP No.2, T4,T5: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except'
B7: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W6,W11: 2x4 SP M 30, W20: 2x4 SP No.2
OTHERS 2x4 SP No.2
n2
CS1.
DEFL in
(too) Udell IJd
PLATES GRIP
TC 0.58
Vert(L-) -0.31
17 >999 240
MT20 244/190
BC 0.72
Vert(TL)-0.7015-16
>636 180
MT20HS 1871143
WB 0.93
Hoiz(TL) 0.11
9 n/a n/a
(MatdxS)
Weight: 332 lb FT=20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4--26, 5-25, 6-15, 6-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quids.
REACTIONS. (lb/size) 2=647/0-8-0 (min. 0-1-8), 26=230410-8-0 (min. 0-3-1), 9=1809/0-8-0 (min. 0-2-5)
Max Horz2=-411(LC 10)
Max Up1ift2=484(LC 12), 26=-765(LC 12), 9=-870(LC 12)
Max Grev2=658(LC 21), 26=2590(LC 17), 9=1957(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-36=-851/443, 3-36=-593/465, 34=-297/434, 4-37=248/583, 5-37=-190/599,
5-38=-1676/1117,6-38=-1676/1117,6-39=-3575/1941,7-39=-3688/1925, 7-8=-3594/1682,
840=-3339/1505, 940=-3351/1482
BOT CHORD 2-27=-389/1099, 26-27=-203/422, 22-25=-282/1351, 2241=-282/1351, 21-41=-282/1351,
20-21=-281/1356, 2042=-281/1356, 1942=-281/1356, 1943=538/1879, 1843=538/1879,
16-18=-539/1872, 1644=-539/1872, 1544=539/1872, 9-1 1=-1 176/2889
WEBS 3-26=-541/300,25-26=-2133/881,4-25=-575/534,5-25=-2084/528, 5-21=0/420, 6-18=0/499,
6-15=444/1817, 13-15=0/266,7-15=570/530, 8-11=-549/332, 8-15=0/293,
11-15=1203/2911, 6-19=-806/316, 5-19=-3041765
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psft BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to I-M, Interior(1)1-0-0 to 205-1; Exterior(2) 20-8-1 to
33-1-14, Intedor(1) 33-1-14 to 51-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=484,
26=765, 9=870.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %° gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
russ
ss type
"-%Aark
Qty Ply
7315V
Al2
Bass
1 7
Job Reference (optional)
mcenran nu.eers auppry, sanwm,.c RuD7:.O6)20e5 pCO152015PrvC177032GZ z 52015MTek Nuslnes,lnMn Ju11323:58:092015 Pagel
gnKhAZS0atEZ02JzAX2whcpoworWyYXU_IIOgmLWia000byyKgl
-2:1 653 8--0 15.N 20441 24-9b 28A0A5 31-10.6 373-0 37 -2 417-02 49-3-8 4 -0
24?0 85-4 6 -12 BL-10 5G] 4-1-7 a1-7 2-1M Si-10 Oct-2 _ 6 10 6-1-12 -8
4x6 =
10xl4 MT20HS9
6.00 12 oo 36
25 23
1.5x8 SJB�
6x6 =
3x6 =
3x6 =
7x10 MT20HSQ
16 13
Scale = 1:90.7
7
610 MT20HS"
;ak
TP=
4
9 I4
r�
g
1312 11
10
4x6 =
5x6 =
3x10 =
5x14 =
151-10 32d
654 12-0 14 10 2U61 20.9A 2&10.15 31-10$ 373e 411-12 443A 49,pp-0
63A 61-12 5b12 2- 10650 5b7 0.1d2-it40.50 alum s10.12 F.1.19 r�9a
Plate Offsets (X,Y)—
[3:0-3-0,0-3-01 [5:0.10-12,0-2-121
[6:0-5-120-2-41
[10:0-3-8 0-1-81
[11:0-3-0 0-0-41 [14:0-5-8 0-2-81 [18:0-2-8 0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Wall
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.63
Ved(LL)
-0.33 16
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC
0.72
Ven(TL)
-0.7314-15
>616
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress Incr YES
WB
0.92
Hom(TL)
0.11 9
n/a
n/a
BCDL 10.0
Code FBC20141TP12007
(Matrix-S)
Weight: 326 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T2: 2x6 SP 240OF 2.OE, T4,T5: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP N0.2 *Except*
WEBS
1 Raw at midpt 5-24. 6-14, 6-19, 4-25
B6,B7: 2x4 SP M 30
MiTek rewmmends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except*
installed during truss erection, in accordance with Stabilizer
W5: 2x4 SP M 30, W10,W26:2x4 SP No.2
lb
Installation aide.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=648/0-8-0 (min. 0-1-8), 25=2303/0-8-0 (min. 0-3-1), 9=1668/0-8-0 (min. 0-2-3)
Max Horz2=406(LC 11)
Max Uplift2=-042(LC 12), 25=-820(LC 12), 9=-698(LC 12)
Max Grav2=658(LC 21), 25=2576(LC 17), 9=1831(LC 18)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2.34=-848/394, 3-34=-591/416, 3A=-292/400, 4-35=232/526, 5-35=174/542,
5-36=-1680/1105,6-36=1680/1105,6-37=-3614/1946,7-37=-3728/1930, 7-8=-3629/1690,
8-38=3261/1486, 938=-3352/1473
BOT CHORD 2-26=-434/1107, 25-26=-211/422, 21-24=-336/1339, 2139=336/1339, 20-39=-336/1339,
20AO=-334/1345,19-40=-334/1345,18-19=-579/1891,18-01=-579/1891,17-01=-579/1891,
15-17=581/1884, 15-02=-581/1884, 14-02=581/1884, 9-10=-1533/2892
WEBS 3-25=541/302,5-24=2066/592,6-14=-957/1840,5-20=0/419, 6-17=01508. 8.10=-574/344,
6-19=-815/327,5-19=.3151773,24-25=-2120/953,4-24=-575/534,12-14=0/266,
7-14=-560/522, 10-14=-1253/2949, 8-14=-8/293
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24tt; eave=6ft; Cat. II;
Fxp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C E tarior(2) -2-0-0 to 1-0-0. Interior(1)1-0-0 to 20-8-1, Exterior(2) 20-8-1 to
33-1-14, Interior(t) 33-1-14 to 49-7-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=442,
25=820, 9=698.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %7 gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
i Y „ 1 3t 2
1 {
it
o
Was
cuss ype
ply
731W
A13
Piggyback Base
1
1
Job Reference (optional)_
Ameripn Builders Supply, san(oa7. FL AID.Oj2etG7COgnr 15 KhAZS017ZO3yzTXe-MR7AGfzoIL2XEZN6MY1 5kl9Cg Vr9SWSEutyyKgh
-2-0-0 124-0 Z:_l 441971 I M, 15
3-015 3Ta914 I 4034G91-7 -11-71SW 725-0 1 ] 43A-844A0
~3.410 3
5x6 i
3
1.5x8 STP=
3
C1 2
0 1
30
4x6 =
Scale=1:87.1
5x8 MT20HS
3x6 =
5x6 =
6.00 F12
5
64041
7
3x6
39
8
41t6 C
4
yy5 W
9
3x6
W
6
7/9
do 1.5x8 STP=
8
42
0
d
W11
_
72 4
w
24
22
-
46 =
43
23
29 27
26 toxic =
3x6 =
20 19 15 14
1.5x8 §�
6x6 =
14 10 33 15 3aa14
0,}8 6fi-0 1224 12,
P3-8 a1-12 —151-lrto I -1-faa14 1 438
s� 1�o-5W 57 a1 a0.s�z11a 21f5 4a00
d5�0 360 34-10 0.�b
24-10 1-1-9
Plate Offsets (X Y)-
r3:0-3-003-01 r5:04-4 0-2-01 17:0-3-0
0-2-01 19:0-3-0 Edoel-f21:0-2-8 0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Ven(LL)
-0.19 24-25
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.98
Ven(TL)
-0.5517-18
>690
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
-
WB 0.75
Horz(TL)
0.09 11
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(MabixS)
Weight: 308 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T1,T4: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 *Except*
WEBS
1 Row at midpt 4-29. 6-24
B1: 2x4 SP M 30
2 Rows at 1/3 pts 5-28
WEBS 2x4 SP No.3 *Except*
JOINTS
1 Brace at Jt(s): 16
W5: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=658/0-8-0 (min. 0-1-8), 11=1412/0-8-0 (min. 0-1-11).
29=2055/0-8-0 (min. 0-2-9)
Max Hom 2=361(LC 11)
Max Uplift2=370(LC 12), 11=-567(LC 12), 29=815(LC 12)
Max Gmv2=663(LC 21), 11=1412(LC 1). 29=2168(LC 17)
FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 238=-860/250, 3-38=-580/255, 3-0=-263/332, 4-39=-195/378, 5-39=-133/394,
5.40=-972/816, 6-00=-972/816,641=-1444/1038,7.41=-1444/1038, 7-8=-1707/1083,
8-9=2056/1196, 9-10=2173/1182, 10-02=-2608/1339, 11-42=-2704/1337
BOT CHORD 230=-521/1162, 2930=-226/435, 25-28=330/965, 25-43=330/965, 24-43=330/965,
16-21=-853/1853, 13-16=-1127/2367, 12-13=-1127/2367, 11-12=-1127/2367
WEBS 3-29=-527/297, 5-28=1470/549, 5-24=-185/722, 21-22=0/362, 7-21=-226/472,
28-29=-1701/950, 4-28=-597/560, 10-16=-581/357, 8-16=-62/287, 8-21=-689/495,
21-24=-464/1196, 6-24=-761/391, 6-21=-167/474
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-M to I-M, Interior(1)1-0-0 to 20-8-1, Exterior(2) 20-8-1 to
33-4-15, Interior(l) 33-0-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qt--lb) 2=370,
11=567, 29=815.
9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
fuss
Inuss lype
tY
y
731557
A74
Piggyback Bese
1
7
Job Reference (optional)
Pmencan BNltlers Supply, SanfaN,R Run! 7.620S Apr 152015 Punt 7.1521)s Jr 152Ut 5 Mn eH irdusue% inc. Mon dune 3 LJ:Ja: izulo ra l
ID:k0YBijnNWx3CRmf0zFegBVyyclgdhYT?_03fAOs6yJwFZOdyaJX622EIKb96zWFryy qg
-2-0-0 7-10.1 12d0 15-1-f0 20.&1 24-9-a 28-10.15 31-1Pb ss3411 36-9-14 39-74 438-8 no
2-0.0 7-10.1 4-5-15 2-9-10 58? ~4-14 4-14 1 2-11-7 111-SF 3433 2-9-6 a13�0.-8
5x8 MT20HS i
3x6 =
5x6 =
6.00 FIT
5
396
7 40
3x6 --
38
8
4
W5 W7
5x6 i
W
3
3 2
1.5x8 STP= 3
37 1
0 _ 1
0 1
42 23
22
21
29 28 26
25 5x8 =
3x6
18 14 13
=
19
4x6 = 1.5x8 %JR: f
6x6 =
Scale=1:87.1
5x6 C
9 1.5x8 STP=
0
10
0
11 m
N
4zfi =
151A0 33-9-11 389-14
OpjB 65-4 124 148-10L� 2081 2& 15 31-1043T 6y3611�4 3&74 1 13:" 44pL
03-8"- 61-12 510.12 24-10019a 567 8-2-14 2-11-] 0.5-0 ' 2-7.3 W5-0 2-se 0.14 0.38
1fi5
Plate Offsets (X Y)—
13:0-2-12 0-3-0] [5:04-4 0-2-01 17:0-3-0
0-2-01 f9:0-3-0 03-01
[20:0-2-8 0-2-81
LOADING (psf)
SPACING- 2-M
CSI.
DEFL
in: (loc)
I/defl
Vd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL)
-0.21 23-24
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Vert(TL)
-0.51 16-17
>751
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.76
Horz(TL)
0.09 10
n/a
We
BCDL 10.0
Code FBC2014/TPI2007
(MatrixS)
Weight:3071b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 4-28. 6-23
W5: 2x4 SP No.2
2 Rows at 1/3 pts 5-27
OTHERS 2x4 SP No.3
JOINTS
1 Brace at Jt(s): 15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aide.
REACTIONS. fib/size) 2=67110-8-0 (min. 0-1-8), 10=1414/0-8-0 (min. 0-1-11),
28=2040/0-8-0 (min. 0-2-9)
Max Horz2=361(LC 11)
Max Uplift2=-380(LC 12), 10=-568(LC 12), 28=-803(LC 12)
Max Grav2=676(LC 21), 10=1414(LC 1), 28=2152(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown.
TOP CHORD 2-37=-1030/440, 3-37=-556/209, 3A=-248/316, 438=-192/371, 5-38=-133/387,
5-39=-983/820, 639=-983820, 6-7=1449/1035, 7-00=1690/1066, 540=-1710/1049,
8-9=2178/1207; 9-41=-2533/1310, 10-41=-2651/1302
BOT CHORD 2-29=-820/1458, 28-29=-180/340, 24-27=-334/974; 2442=-334/974, 23A2=334/974,
15-20=-861/1876,12-15=-1083/2300,11-12=-108312300, 10-11=-1080/2303
WEBS 3-28=469/280, 5-27=-1481/555, 5-23=-168(712, 20-21=0/356, 7-20=-199/452,
27-28=-1661/910, 4-27=-5421516, 6-20=-164/465, 6-23=-754/377, 20-23=-470/1216,
9-15=4991304, 8-15=-84/289, 8-20=-671/473
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=2011; B=45ft; L=24tt; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 20-8-1, Exterior(2) 20-8-1 to
33-1-14, Interior(1) 33-1-14 to 44-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) The Fabrication Tolerance at joint 5 =16%
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except at —lb) 2=380,
10=568,28=803.
10) This truss design requires that a minimum of 7/16' stmctu ral wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
WSS
I Ns5 type
y
731557
A15
Hip
t
1
Job Reference (optional)
American Builders Supply, Sanford, FL Run: 7.620 s Apr 152015 Pant 7.620 s Apr 152015 t&Tek Industries, Inc. Mon Jul 13 23:58:12 2U15 Page 1
ID:Oj2etG7COgnKhAZS01?ZO3yzTXe-IpFxgL?2gzJFTGW VUz4fA96XgVOrzkOlOmj4?wyyKgf
-2-0-0� 7-10.1 12-0-0 1 15.1-10 21-0-0 247-132 11-32&]-0 31-10-8 38�-&3 3&316 1 -4- 43&8 64,q-0
2-0-0 1-10.1 4St5 2-110 6-10-8 1]-13 3]-13 338 1 t01 3A11 2-" 111
it
Scale = 1:84.7
'5x8 Mf20HS9
3x6 = 5x6 =
6 nnH-2 5 639 4041 7
rp=
0
0
10
co m _____ 3xu = 19 10 w
4x6 = 1.5x8 $H(
6x6 =
151-10 3343 36.0.14
M 651 12-01&1001. 21-0 114e.374
61012 2d1050 &10b 443$8 40.61-0
2.46 1 41-0 0.9b
S13
Plate Offsets (X Y)-
[3:0-3-0 0-3-01 [5:04-0 0-2-07 [7:0-3-0
0-2-0] [9:0-3-0 03-0] f20:0-2-8 0-2-81
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL
in (loc)
UdeO
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL)
-0.23 23-24
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.89
Vert(TL)
-0.59 19
>646
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.80
Horz(TL)
0.09 10
n/a
n/a
BCDL. 10.0
Code FBC2014/TP12007
(Matrix-S)
Weight: 3081b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T1: 2x4 SPM 30
BOTCHORD
Rigid ceiling directly applied. -
BOT CHORD 2x4 SP No.2
WEBS
1 Row at midpt 4-28, 6-23
WEBS 2x4 SP No.3 *Except*
2 Rows at 1/3 pts . 5-27
W18:2x4 SP No.2
JOINTS
I Smce at Jt(s): 15
OTHERS 2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
be installed during Wss erection, in accordance with Stabiliser
Installation uide.
REACTIONS. (lb/size) 2=66810-8-0 (min. 0-1-8), 10=1413/0-8-0 (min. 0-1-11),
28=2043/0-8-0 (min. 0-2-9)
Max Horz 2=367(LC 11)
Max Uplift2=-379(LC 12), 10=568(LC 12), 28=-805(LC12)
Max Grav2=674(LC 21), 10=1413(LC 1). 28=2162(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 237=-1026/432, 3-37=-556/210, 3-4=-256/324, 4-38=-204/381, 538=-139/397,
539=-987/828, 3940=-987/828, 640=-987/828, 6-41=-1423/1027, 7-41=-142311027,
7-02=-1589/1050,8-02=-1681/1032,8-9=-2172/1204,9-03=-2532/1308,10-43=-2650/1299
BOT CHORD 2-29=-809/1452, 28-29=-180/336, 24-27=-333/984, 2444=-333/984, 23-44=333/984,
15-20=-858/1871, 12-15=-1078/2299,.11-12=-1078/2299, 10-11=-1075/2302
WEBS 5-23=-155/698, 20-21=0/350, 7-20=-185/433, 3-28=-062/277, 27-28=-1666/914,
4-27=-562/532,5-27=-1476/545,8-15=-81/294,9-15=-503/301, 8-20=-691/483,
20-23=446/1185,6-23=-739/355,6-20=-190/501
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=2411; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0. Intedor(1)1-0-0 to 21-0-0, Exterior(2) 21-0-0 to
32-9-15, Interior(1) 32-9-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) The Fabrication Tolerance at joint 5 = 12%
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=1b) 2=379,
10=568,28=805.
10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and M" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
truss
mss type
ry y
731557
116
Hip
FFl
1
Job Reference o tional
2x4
1ppry. Run: 1.ti2U 5 Apr 15 ZU15 PMC 7.620 a r152015M1Teklndus0es, Ina WnJu11323:56:132015 Pagal
ID:0j2etG7C0gnKhAZS017ZO3yz e-mOpJuh0gbG06505hIgbuiNfhVvnFi8KudOTdXMyyKge
-2-0-0 fi-5-0 12-0-0 19-0-0 24- 843 30-7-0 36-9-14 43-8-8 44 -0
2-0-0 6-5-0 5-10-12 fi-8.0 8-99 5-9-8 6-2-14 6-10-10 0-
Scale = 1:84.5
7x10 MT20HS1,
6.00 12
20 11 5x8 =
27286 29 7
fP=
.1 l0 10 W 1J IL
4x6 = 2x4 11 1.54 STP= 3x8 = 5x8 = 3x6 = 3x4 11
7x6 =
0-0-8 65-4 124-0 1 19-0-0 1 24-9A 1 30-7-0 36-0-04 36914 43-M 440-0
0-3-8 6-1-12 15.10-12
"_0
5-9-8
5-9-8
15-9-14
08-0 6-10-10
0-3-8
Plate Offsets(XY)-
f3:0-3-00-3-0115:0-6-00-2-01 r/:0-5-40-2-01
f10:0-6404-41
f14:0-4-00-3-01
(15:Oa-80-1-81 f16:0-1-12Edgel
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL.
in (too)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(L-)
0.13 11
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.69
Vert(TL)
-0.3310-21
>999
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.98
Horz(TL)
0.07 9
n/a
BCDL 10.0
Code FBC2014rrP12007
(Matrix-S)
,n/a
Weight: 284 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP N0.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except
132: 2x4 SP No.3
10-0-0 oc bracing: 10-12
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 4-16. 5-15, 5-14, 6-14, 7-14, 7-13, 7-10
OTHERS 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during Wss erection, in accordance with Stabilizer
Installation aide.
REACTIONS. (lb/size) 9=133310-8-0 (min. 0.1-10), 2=396/0-8-0 (min. 0-1-8), 16=2382/0-8-0 (min.0-2-15)
Max Horz2=330(LC 11)
Max Uplift9=-528(LC 12), 2=-237(LC 12), 16=-994(LC 12)
Max Grav9=1370(LC 18). 2=450(LC 21), 16=2486(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-25=-636/125, 3-25=-1511306, 34=-2801776, 4-26=-784/528, 5-26=-690/544,
5-27=-1019/792,27-28=-1019/792, 6-28=-1019/792; 6-29=-1018/791, 7-29=-10181791,
7-30=-2399/1462,8-30=-2484/1443,8-31=-2412/1231, 9-31=-2507/1213
BOT CHORD 2-17=-386/945, 16-17=-296/166, 16-32=-523/332, 32.33=-523/332, 15-33=523/332,
15-34=-161/653,14-34=-161/653,14-35=-395/1045, 13-35=-395/1045, 8-10=-505/506,
9-10=-977/2137
WEBS 3-16=-587/331,4-16=-1991/1137,4-15=-612/1401,5-15=-800/492, 5-14=-442/840,
6-14=-441/354, 7-13=-379/265, 10-13=-43111142,7-10=-860/1588
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exanor(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 19-M. Exterior(2)19-0-0 to
34-9-15, Interior(1) 34-9-15 to 44-0-0 zone;C-C for members and forces & MW FRS for reactions shown; 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 chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (jt=lb) 9=528,
2=237. 16=994.
8) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
it; + ; GaTMA 1+k
I k
0
NSS
Nss ypemy
731557
A17
Hip
1 1
Job Reference (optional)
Ameocan Bulldere 5epply barn vol, FL
Scale = 1:84.5
7x10 MT20HSG
2x4 11
5x8 =
6.00 FIT 5 27
28 296
30
7
II
bz6B.4
31
qY6
1.5x8 STP=
Sx6 i
6
W8
3231.5x8
9
STP=
q W
25 2
2x4 = 2
W
8 = N
a 1
4x8 =
d 17
16 15
33 14
34
13
12 11
4x6 = 20 11
1.5x8 STP= 4x6 =
5x8 =
3x6 =
3x4 11
7x6 =
0.341 6-5-0 12-4-0 1 17-0-0 1 24-9-e 1 32-7-0 1 36.4-1436r9r14_ 43-8-8 44r00
Plate Offsets (X Y)-
0.3$ 6-1-02 5.10-12 4-
[3:0-3-0 0341 [5:0-6-0 0-2-0][7.0-5-0 0-2-01 11 tr0-6-0 04-8]
r-a-a
[14.0-0-0 0-3-01
r-s-a
it 6:0-1-12 Edgel
ss-'w wsu
o-io-iu
w-o-c
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL
in (loc) Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL)
-0.1313-14 >999
240
MT20
2441190
TCOL 15.0
Lumber DOL 1.25
BC 0.68
Vert(TL)
-0.3513-14 >999
180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr YES
WB 0.78
HOR(TL)
0.08 9 n/a
n/a
BCDL 10.0
Code FBC2014fTP12007
(MatrixS)
Weight: 273 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
B2: 2x4 SP No.3
10-0-0 oc bracing: 10-12
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-15. 5-14, 6-14. 7-14, 7-13, 4-16
OTHERS 2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
be Installedduring truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size) 9=1325/0-8-0 (min. 0-1-10), 2=376/0-8-0 (min. 0-1-8), 16=2410/0-8-0
(min. 0-2-15)
Max Ho¢2=294(LC 11)
Max Uplift9=-527(LC 12), 2=-233(LC 12), 16=-1000(LC 12)
Max Grav9=1376(LC 18), 2=418(LC 21), 16=2476(LC 17)
FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-25=-599/266, 3-25=-161/346, 34=-300/838, 4-26=538/405, 5-26=-5271423,
5-27=-11581826, 27-28=4158/826. 28-29=-11581826,6-29=1158/826, 6-30=-11561824,
7-30=-1156/824,7-8=-2454/1428,831=-234111257,31-32=-244111255, 9-32=-2539/1240
BOT CHORD 2-17=-352/895,16-17=-3121129,15-16=-569/362, 15-33=-80/446, 1433=-80/446,
14-34=-055/1141,13-34=-45511141,8-10=397/431, 9-10=-99712163
WEBS 3-16=-642/354, 5-15=1018/604,5.14=-594/1131, 6-14=-622/515, 7-13=-7131412,
10-13=-549/1432,7-10=-698/1711,4-16=-2065/1132,4-15=56411488
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=2411; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-M to 1-0-0, Interior(1)1-0-0 to 17-0-0. Exterior(2) 17-0-0 to
36-9-15, Interior(1) 36-9-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 nonconcumenl with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 35-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=527,
2=233, 16=1000.
8) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
O
N55
Nss ype
y
731557
A18
Hip
1 1
Jab Reference(optional)
American Builders Supply, Sanford, R Run: 7.620 s Apr 152015 Print: 7.620 s AAppr 15 2015 MiTek IndusMes, Inc. Mon Jul 1323:58:142015 Pa gge 1
ID:Oj2elG7COgnKhAZS017ZO3yzTXe-ECNh5111MaYzjagt6O67FaCgfJ6sReG2r3CB4oyyKgd
249.8 34-7-0 dt-9-12 49 -8 d -0
2-0-0 7-9d 7-2-12 0.9A 0.9-8 7-2-12 ]-512 0. 8
1.5x8 STP=
29
y 2x4
qr 1
0
4x6 =
6.00 12 7x6 i 7x8 =
4 31 32, 5 34
5x10 MTWHS i
30T
3 W 4 W
RA R1
18 17 16 37 38 15 39 14 40 13 41
2x4 // 1.5x8 STP= 4x6 = 4x6 = 3x6
7x8 =
Scale: 1/8'=l'
6x6 =
35 6x6 Q
7
i.5x8 STP=
0 36 6x6 =
8 T
42 12 11 10 9
5x10 = 2x4 0 5x6 = 4x6 =
5x6 =
4e-7-0
65A a a1-12 152]-13I 411-12 d438
S11 23&11-5 3112
S1a12 �7i78
P3A
Plate Offsets (X Y)—
13:0-5-0 0-3-01 14:0-3-12 0-3-41
15:0-4-00-5-41. 16:0-3-0 0-2-71
17:0-3-0 Edgel
18:0-4-8 0-1-01
18:0-1-8 0-1-91 rl l:0-3-0
0-3-01 117:0-2-4 Edgel
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL
in (too)
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.68
Ved(LL)
-0-1512-13
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.73
Ved(TL)
-0.3712-13
>999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.81
Horz(TL)
0.07 8
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
(Matrix-S)
Weight:28811b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T2,T5: 2x6 SP No.2, T6: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 'Except'
WEBS
1 Row at midpt 4-16, 4-15.5-15. 6-13
B4: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
be installed during Wss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.2
Installation aide.
SLIDER Right 2x8 SP No.2 3-0-0
REACTIONS. (lb/size) 2=333/0-8-0 (min. 0-1-8), 16=268410-8-0 (min. 0-34), 8=1586/0-8-0 (min. 0-1-8)
Max Hom 2=303(LC 11)
Max Uplift2=-254(LC 12), 16=-1069(LC 12), 8=-648(LC 12)
Max Grav2=385(LC 21), 16=2774(LC 17), 8=1667(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=634/430, 3-29=158/526, 3-30=-279/815, 4-30=-265/991, 4-31=-983/695,
31-32=-984/695, 5-32=-986/695,5-33=-1754/1074,33-34=-1752/1074, 6-34=-1752/1075,
6-35=-2196/1229,7-35=-2294/1213,7-36=-2421/1261, 8-36=-2565/1241
BOT CHORD 2-18=-489/1076, 17-18=524/280, 16-17=524/280, 15-39=-570/1506, 14-39=-570/1506,
14-00=570/1506, 13-00=-570/1506, 13-01=676/1708, 41-42=-676/1708, 12-02=-676/1708,
11-12=-1030/2220,10-11=-1030/2220,9-10=-988/2194, 8-9=469/867
WEBS 3-16=-662/491,4-16=-2258/1202,4-15=-698/1640,5-15=-11931756, 5-13=-26/393,
6-12=-180/560, 7-12=-025/383
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=208; B=458; L=248; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 15-0-0, Exterior(2)15-0-0 to
38-9-15. Interior(1) 38-9-15 to 49-7-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp
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 chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at --lb) 2=254,
16=1069, 8=648.
8) This truss design requires that a minimum of 7/16'structuml wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
N55
Fruss Fyp0 Uly ply
731557
A19
Hip 1 1
Job Reference o Clonal
A erymn Buddera Supply, 5a=M. hL 1(Vn: I.OLV6 rIOLV .J 6gL ! r1D LU1J... ex NeV5N26,,8 hDfI JVI IO LS:Otl!9O LUl0 Y8 el
ID gnKhAZS017Z03yz e-AbURW12ZtBphyugGjD8bK7HAu7o2,*2CK NhH8hyy b
-2-0-0 1241-0 694 I6321-11] 25S94 13NI24515 3S10.15 3571-0 I 42-512 46-0
2 10.2-12 2b
0.8-8
6.00 12 7x8 = bx6 =
4 5 39140,, 6 7
6x6 i
38 T
3 1:7
W221.5x8 STP=372 8
y 1 za
26 25 4523 22 5x10 = 19 16
06 = 1.5x8 STP=
6x6 =
5x8 11
Scale=1:90.4
10x14 MT20HS,1
4x4 =
41 8 42 9
43
3x6 J
10
5x80
0 N 2
1.5x8 STP=
44
11
4
17
12
� ly
x =
o
15 14
13
5xl4 =
4x10 11
150.7 257A5
M694 I 1240 1300 I�W 21-11-9 i 252-15 30.10.15 33]-0 I 42-512 C848 4360
OQ-8 ai12 52.1�� a63 335 DSW 511 5&1 S1LL12 510.�12 P -8
Plate Offsets (X Y)-
13:0-241 Edce7 f5:0-5-0 0-251 [9:1-0-12
0.50
0-5-0] (12:05-12 Edgel
[14:0-3-120-3-01 f 17:0-7-4 0-3-01
[20:0-3-12 0-34]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
I/dell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Ved(LL)
0.20 17
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.68
VBrt(TL)
-0.5017-18
>868
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.91
Horz(TL)
0.07 12
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
(Matrix-S)
Weight: 31816
FT=20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T2,T5: 2x6 SP No.2, T3: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD
2x4 SP No.2'ExcepV
WEBS
1 Row at midpt 4-25, 8-20, 5-20
B3,B6: 2x4 SP M 30
MTek recommends that Stabilizers and required cross bracing
WEBS
2x4 SP No.3'ExcepV
be installed during truss erection, in accordance with Stabilizer
W22: 2x4 SP No.2
Installation guide.
OTHERS
2x4 SP No.3 '
SLIDER
Right 2x8 SP No.2 2-6-0
REACTIONS.
(lb/size) 12=159310-8-0 (min. 0-1-14), 2=54610-8-0 (min. 0-1-8),
25=2398/0-8-0 (min. 0-2-14)
Max Horz2=259(LC 11)
Max Uplift12=569(LC 12), 2=404(LC 12), 25=854(LC 12)
.
Max Gmvl2=1598(LC 22), 2=556(LC 21), 25=2413(LC 17).
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-37=-868/268, 3-37=-304/292, 3-38=0/371, 4-38=0/500, 45=0/416, 5-39=-2086/1366,
39-40=-208611386,640=-2088/1386,6-7=-2086/1383, 741=-2086/1383, 8-41=2086/1383,
8-42=-2718/1682, 9-02=2713/1683, 9-03=-2138/1318, 1043=-2195/1302, 1044=2432/.1358,
11.44=-246511342,11-12=-689/318
BOT CHORD 2-26=-436/1178, 18-20=-1274/2719, 17-18=-1274/2719,.13-14=-1077/2099,
12-13=-1077/2099
WEBS 15-17=01252, B-17=-248/277, 10-14=276/223, 3-25=561/388, 24-25=-1970/1013,
4-24=-280/327,6-20=-715/589,8-20=-741/345,5-24=-1751/830, 5-20=-1253/2567,
9.17=-557/1109,14-17=904/1917
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 13-0-0. Extedor(2)13-0-0 to
40-9-15, Interior(1) 40-9-15 to 48-8-0 zone;C-C for members and forces 8 MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 100 lb uplift atjoinl(s) except at-lb)12=669,
2=404, 25=854.
9) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
job
Truss
Truss Type
731557
A20
Hip
i
1
Job Reference (optional)
.vnenran uumers auppiy, 60MO 4, rL
Run: 7.620 s A r152015 Print 7.620 s r t52015 MRek Industries, Inc. Mon Jul 1323:58:172015 Paget
ID:Oj2etG7(AgnKhAZS017Z03yz e-en2gk33BeVxYa1PSGWfgtDgLZW7Le01UXl Rrh7yyKga
21-11.9
2 59�4 t4212 (i-0 �I��11 S2-5I 3t-tas 74 4zSti0.1a12�-o-s122 I saz W
eau
Scale = 1:88.7
5x6 = 7x6 =
4x6 =
4x4 = 6x10 =
6.00 12 4 6 40
6
7 42
6 43 944
3x6
3
W39
W38
W33 10 5x8
6
45 1.5x8 STP= rn
1.5x8 STP= 8
0 3 46
11
39 3
5 _
7 12
2 6 7
1
lv
1
22 21
x - �d
28 47 27 25
24 3x6 =
20 17
16 15 14 13
4x6 = 3x6 = 1.5x8 STP=
4x12 =
3x6 = 4x10 11
3x6 11
7x8 =
a,3ra S9-0 64-0 "A �2 150.71��7
2n 11-9 252-1525,7f15
3693
31-11 3&71 4&48 4a
ef1=8 561� 4�2-12 1 2-&7 0.50
I
6b3 335
OrYU S1
�42-512
tr 631 310.12 - 510.12 0.38
Plate Offsets (X Y)-
r4:0-3-00-2-71 15:0-2-8 0-4-01 19:0-3-8 0-4-01 r12:0-5-12 Edgel 118.0-3-12
0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) 0.28 18-19 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(TL)-0.6518-19
>671 180
BCLL 0.0 '
Rep Stress Incr YES
W B 0.77
Horz(TL) 0.07 12 n/a n/a
BCDL 10.0
Code FBC2014/fP12007
(Matrix-S)
Weight: 309 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except'
TOP CHORD
Structural wood sheathing directly applied.
T1: 2x4 SP No.2, T3: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 *Except*
WEBS
1 Row at midpt 5-27, 9-18, 14-18, 8-21, 5-21
133,136: 2x4 SP M 30
MTek recommends that Stabilizers and required cross brecing
WEBS 2x4 SP No.3 *Except*
be installed during truss erection, in accordance with Stabilizer
W13,W16,W30,W39:2x4 SP No.2
Installation uide.
OTHERS 2x4 SP No.3
-
SLIDER Right 2x8 SP No.2 2-6-0
REACTIONS. (lb/size) 12=160810-8-0 (min. 0-1-14), 2=592/0-8-0 (min. 0-1-8), 27=2337/0-8-0 (min. 0-2-12)
Max Horz2=223(LC 11)
Max Upliftl2=-668(LC 12), 2=400(LC 12), 27=-859(LC 12)
Max Gravl2=1611(LC 22). 2=596(LC 21), 27=2337(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-39=-900/285, 3-39=-3701309, 34=463/518, 4-5=51/265, 5-40=-2649/1606,
40-41=-2649/1606,6-01=-2649/1606,6-7=-2649/1606,742=-2649/1606, 8-42=-2649/1606,
843=3447/2005, 43A4=-3445/2006, 9-44=-0443/2006, 9-10=-2318/1372, 10-45=-2331/1365,
45-06=2424/1363,11-46=-2457/1349,11-12=-678/287
BOT CHORD 2-28=-063/1209, 19-21=-1657/3456, 18-19=-1657/3456, 13-14=-1073/2085,
12-13=-1073/2085
WEBS 3-28=457/434,26-27=-2164/1195,5-26=-2150/1216,16-18=0/300, 8-18=-305/338,
9-18=-825/1603,6-21=-653/547,14-18=-958/2011,8-21=913/450, 5-21=-1523/3106,
4-28=466/712
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=6.Opsf, h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 11-0-0, Exterior(2)11 A-0 to
42-9-15, Interior(1) 42-9-15 to 48-M zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)12=668,
2=400. 27=859.
8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
" S jai +"rS R�� ^'kt�•� ^Di.
i
Job
russ
msS ype
y
731557
A21
Hip
1 1
Job Reference (optional)
AmenWn UUMOM Supply, Santoro, FL uN.oews �ruwmrrnv.e<vs , uv - - :r t
ID:Oj2etG7CO9nKhAZS017Z03yzTXe- zcCx04pPp3PB8 fgDB3PQMV9wR2NPndmhAODZyy qZ
21-11-9
-2-00 fie-0 9-0-0 12-0-0 1SS7 20.a3 1-5I 2 2-15 3a93 2-10.1 3]J-0 4a)-0 2-S1Z ie-OA aSae
2-0-0 1 6a9 2-2-121 24: 31-) 1 0.1a12 .1S 33.5 5$5 �z-1-1z 481 �3A0 1.10-1 S1a1z
a1-12
Scale = 1:88.7
6x6 =
6.00 12
4x10 =
5 41
7x6 =
6
3
W23
40
7
1.5x8 ST
T
9
8
9
3
rl
g 1
2
6
22 21
28
27 25 24
3x6 =
4x6 = 3x6 =
1.5x8 STP=
5x14 =
6x6 =
7x6 = 4x8 =
6x6 =
43 7 44 845
469 10
Sx8 I
W24
47 1.5x8 STP=
48
m
6
8
�,
5
11
2 1
5
12
4 e
�� V
x _
20 17 16 15 14
13
3x6 =
3x6 —
4x10 II
7x8 =
1SS] 4a)-0
8312 1 2-2-12 34-02-315
�66.9� 339 S15
2d-12
4&1
2-0-0 t-tat " 510.12
Plate Offsets(XY)—
[4:0-3-00-2-71 [5.03-80-2-01 [6:0-3-00-5-0]
[7:0-2-80-0-121
[8:0-3-80-2-0]
[9:03-0,0-2-71112:0-5-12Edge1 [18:0-5-80J-41
[21:0-5-12,0-2:g
LOADING (pso
SPACING- 2-0-0
CSL
DEFL
in floc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(L-)
0.41 16-17
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.84
Vert(TL)
-0.9018-19
>483
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress [nor YES
WB 0.97
Horz(TL)
0.07 12
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(MatdxS)
Weight: 314 lb
FT=20%
LUMBER -
TOP CHORD 2x6 SP N0.2 *Except'
TT: 2x4 SP No.2, T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2 'Except*
B6,137: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W1 6,W1 8,W25,W26: 2x4 SP No.2, W23: 2x4 SP M 30
OTHERS 2x4 SP No.3
SLIDER Right 2x8 SP No.2 2-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-27, 5-21, 7-21, 14-18
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size) 12=1602/0-8-0 (min. 0-1-14), 2=572/0S-0 (min. 0-1-8), 27=2364/0-8-0 (min. 0-2-13)
Max Horz2=187(LC 11)
Max Uplift12=-659(LC 12), 2=374(LC 12), 27=-895(LC 12)
Max Gravl2=1602(LC 22), 2=575(LC 21), 27=2364(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown.
TOP CHORD 239=-866/313, 3940=-324/262, 3-00=-255/273, 3-4=-001/487, 4-5=0/257,
5-41=3405/1916, 41-42=3405/1916, 6-02=3405/7916, 643=-3405/1916, 743=340511916,
7-44=-4441/2451, 8-04=4441/2451, 8-05=-2653/1566, 45-46=-2653/1566, 946=-2649/1566,
9-10=-2279/1456, 1047=-2325/1353, 47-48=-2408/1346, 11-08=2441/1339,11-12=-647/264
BOT CHORD 2-28=-524/1172, 23-26=320/175, 22-23=320/175, 21-22=-320/175, 19-21=-2173/4472,
18-19=-2173/4472,13-14=-1007/2092,12-13=-1056/2065
WEBS 3-28=4351461,16-18=01277. 7-18=-2061258,6-21=-638/530, 26-27=-1925/1133,
5-26=-1914/1156,4-27=369/153,4-28=444/590,5-21=-1899/3910, 7.21=-1134/575,
14-18=-1278/2616,8-14=-1210(755,8-18=-963/1945,9-14=-544/1069
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Ops1; h=20ft; B=45ft; L=2411; eave=61t; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0.0, Intedor(1)1.0-0 to 9-", Extedor(2) 9-0-0 to 44-9-15,
Intedor(1) 44.9-15 to 48-M zone;C-C for members and forces 8 MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt--Ib)12=659,
2=374.27=895.
9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the lop chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Joe
Nos
I mss I ype
Ily
AU A
HIP GIRDER
/ 2 Job Reference (optional)
`/voencan amnars Supply, Santoro, FL
NAILED NAILED NAILED NAILED NAILED NAILED
7xlOMT20HS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED
6.00 12 Special NAILED 6x10 = 7x6 = 4x6 = NAILED 7x6 = NAILED4x4 = N
1.5x8 STP==
� 2x4
1
4x6
3 38 4039 41
Scale = 1:98.2
Special
AILED 7x8 =
55 569 Sx6 O
1.5x8 STP=
10
5 it
(d
27 57 58 26 2tg 23 4xl2 =
4x6 = 18 1568
69 74 70
71 1t 73 74 12
3x6= 1.5x8STP= NAILED NAILED 2x411
2x411
5x10= 2x411
Special 3x6 II 2x4 11 NAILED
2x4 11
6x10 = NAILED
NAILED Special
5x10 MT20HS=
3x6 =
NAILED
NAILED NAILED
NAILED NAILED
NAILED NAILED
NAILED
NAILED NAILED
NAILED NAILED
15 7
4x10 II
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2014rrP12007
CSI.
TC 0.72
BC 0.86
WB 0.88
(Matdx-M)
DEFL in (loc) Vdeft L/d
Vert(LL) 0.46 16 >958 240
Vert(TL) -0.7914-15 >549 180
Hoa(TL) 0.12 11 We We
PLATES
MT20
MT20HS
Weight:6131b
GRIP
244/190
187/143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except'
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
T2: 2x6 SP 240OF 2.0E, T4,T5: 2x6 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 bd bracing.
BOT CHORD 2x4 SP No.2 *Except*
87: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except'
W32: 2x4 SP No.2
OTHERS 2x4 SP No.3
SLIDER Right 2x8 SP No.2 3-0-0
.
REACTIONS. (lb/size) 11=1607/0-8-0 (min. 0-1-8), 2=-311/0-8-0 (min. 0-1-8), 26=5115/0-8-0 (min. 0-3-0)
Max Ho¢2=150(LC 7)
Max Upliftl1=-823(LC 8). 2=569(LC 18). 26=-2594(LC 8)
Max Grav 11=1607(LC 1), 2=444(LC 6), 26=5115(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-789/1865, 3-38=2730/5688, 38-39=-2730/5687, 3940=-2730/5686, 40-01=-272915683,
4-01=2728/5681, 4.42=-1390/667, 42-43=-13901667, 4344=-1390/667, 44-45=1390/667,
545=-1390/667, 5-46=-1390/667, 46-07=-1390/667, 47-48=1390/667, 648=1390/667,
6-49=-5517/2821, 49-50=-5517/2821, 50-51=-5517/2821, 7-51=5517/2821, 752=5144/3302,
52-53=-6144/3302,8-53=5144/3302,8-54=-3570/2020, 54-55=-3568/2020,
55-56=3567/2020, 9-56=-0567/2019, 9-10=-2467/1336, 10-11=-7151307
BOT CHORD 2-27=-1628/1031, 27-57=-6311332, 57-58=-631/332, 26-58=-6311332, 2550=-5981/3060,
22-60=-5981/3060, 22-61=-5981/3060, 2151=-5981/3060, 2152=-2652/5517,
6253=2652/5517, 20-63=2652/5517, 20-64=2652/5517, 1954=-2652/5517,
17-19=-317916241,17-65=-3179/6241,65-66=-3179/6241, 66-67=-317916241,
16-67=-3179/6241,13-73=-1046/2107,73-74=-1046/2107,12-74=-1046/2107,
11-12=-1052/2105
WEBS 3-27=73/421, 14-16=0/267, 8-13=-1461/965, 9-13=-934/1742, 25-26=-0957/2631,
4-25=-3507/1904,8-16=-1394/2785,13-16=-1798/3452,5-21=-626/443, 6-19=185/779,
7-19=-920/558,4-21=-3756/7769,6-21=-4372/2280,3-25=-4440/2296, 25-27=-1017/463
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131'x3') nails as follows:
Top chords connected as follows: 2x4- 1 row at C-9-0 oc, 2x6 -2 rows staggered at 0-9-0 Do.
Bottom chords connected as follows: 2x4 -1 row, at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=20ft; B=45ft; L=24ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
Continued on page 2
Job
Truss
Truss Type
ty
Y
731557
A22
HIP GIRDER
1
2 Job Reference (optional)
A dean Builds. Supply, Sanfortl,F
Run: I.U2U5 f15ZU15PMt r.ti205 f152015 M11¢k lntlu¢Ina¢, InC M1bn Ju11323:5a:Y12U15 V8gB2
ID:Oj2etG7 OgnKhAZSOi?ZO3yn e-XYIKZ06hikR_2fjEVMkm13_?F8TTao_4S1P2quyyl(gW
NOTES-
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except OWID)11=823, 2=569, 26=2594.
10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) "NAILED' indicates 3-10d (0.148NW) or 3-12d (0.148°x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 363 lb up at 7-0-0, and 100 Ib down and 294lb up at
42-7-0 on top chord, and 89lb up at 7-0-0, and 66lb down and 5 lb up at 42-6-2 on bottom chard. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=70, 3-9=-70, 9-11=-70, 23-35=-20, 17-22=-20, 18-29=-20
Concentrated Loads (lb)
Vert: 3=469(B) 9=15(B) 27=39(8) 8=1 9(B) 13=44(B) 12=31 (B) 24=43(B) 6=-104(B) 19=-1 05(B) 40=-138(B) 41=-138(B) 42=-66(B) 43=145(13) 44=-104(B)
46=-104(B)47=-104(B)48=-104(B)49=-130(B)50=19(B)51=19(B)52=19(B)53=19(B)55=19(B)56=19(B)57=8(B)58=8(B) 59=-21(8)61=105(B)62=-105(B)
63=-1 05(B) 64=-1 05(B) 65=-24(B) 66=-1 4(B) 67=-14(B) 71 =-14(B) 72=-14(B) 73=-14(B) 74=44(B)
O
NSS
Nay ype ty
731557
6101
Hip Girder 1
1
Job Reference (oo6onal)
American Budders Supply, Sanford, FL
Scale=1:46.9
Special
4x8 =
NAILED
3 20 21
NAILED
NAILED Special
2x4 11 NAILED 4x8 =
4 22 23 5
3x6 = 2x4 11 — — US = """" 2x4 11 3x6 =
Special NAILED NAILED Special
(JAILED
Or3r8 7-0-0 11A-0 15-&0 22A-8 22-6-0
ON 64Y8 I 4A-0 1 4A-0 I 6-8-B 0�`8
Plate Offsets (X,Y)—
12:0-5A,Edgel, [3:0-5A,0-2-0), 15:05A,0-2-01. 16:0-5A,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(too)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
Vert(LL)
0.17
9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.93
Vert(TL)
-0.34
8-9
>791
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.33
Horz(TL)
0.13
6
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-M)
Weight:112lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30-Excepr
TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins.
T2: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing.
BOT CHORD 2x4 SP M 30 "Except"
Mi rek recommends that Stabilizers and required cross bracing
132: 2x4 SP No.2
be installed during truss erection, in accordance with Stabilizer
WEBS 2x4 SP No.3
Installation guide.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=2073/0-0-0 (min. 0-2-7), 6=2073/0-8-0 (min. 0-2-7)
Max Horz 2=164(LC 7)
Max Uplitt2=-984(LC 8), 6=-983(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3566/1492, 3-20=-3702/1683, 20-21=3702/1683, 4-21=-3702/1683, 4-22=3702/1683,
22-23=3702/1683, 5-23=-3702/1683, 55=-3566/1493
BOT CHORD 2-11=-111613083, 10-11=1116/3102, 10-24=-111613102, 9-24=-111613102. 9-25=-1116/3102,
8-25=-111613102, 6-8=-1116/3083
WEBS 3-11=-2/531, 3-9=-387/817, 4-9=-793/569, 5-9=-018/855, 5-8=-3/531
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=200; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connect on (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at --lb) 2=984,
6=983.
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 273 lb down and 362 lb up at 7-M,
and 1891b down and 341 lb up at 15-8-0 on top chord, and 348Ib down and 1031b up at 7-0-0, and 348 lb down and 103 lb up at
15-7-2 on bottom chord. The design/selection of such connection device(s) 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 + Roof Live (balanced): Lumber Incroase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 14-17=-20
Continued on page 2
FILE COPY
JOD
Truss
cuss I ype y
731557
601
Hip Girder 1 1
o Clonal Job Reference
Amedwn Suiklem Supply, Sanford , FL
Run: 7.6205 r152015 PrOR 7.620s r 152015 MiTek Mau.Wes, Ine. Man JUI 1 a 20:56:212015 YegB2
ID:gEBRHH zUKpHArdlhhgEHyz 5A-XVIKZQ6hikR_2tEVMkm13_n9SGawb45/P2quyyKgW
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 3=-189(F) 5=-189(F) 1 1=-348(F) 9=-85(F) 4=-291(F) 8=-348(F) 21=-145(F)22=-145(F)24=-03(F)25=43(F)
Job
N55
Nss ypeply
731557
802
Hip
1 1
Job Reference (optional)
anemmn ovpaers buppy, banrom, rt
a 2x4
4x6 =
4x8 =
4 20 215
0r f8 9-0-0 13-B-0 i 22-4-6 2240
0-'3-8 8$-8 4-8-0 8-8-8 03-8
Scale=1:47.2
Plate Offsets IX,YI—
[2:0-2-4 Edgel [5:0-5-4 0-2-0] [7:0-24Edce]
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL
in
(loc)
I/de8
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
-0.12
9-18
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(TL)
-0.34
9-18
>803
180
BCLL 0.0
Rep Stress Incr YES
WS 0.18
Horz(TL)
0.06
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
(MatdxS)
Weight:1191b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=1160/M-0 (min. 0.1.8), 7=1160/0-8-0 (min. 0-1-8)
Max Hor42=200(LC 11)
Max Up1ift2=-572(LC 12), 7=-572(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uIde.
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-19=1699/1035, 3-19=-1633/1049, 3-4=-1381/845, 4-20=-11811841, 20-21=-1181/841,
5-21=-1181l841,5-6=-1380/845,6-22=-1633/1049,7-22=-1699/1035
BOT CHORD 2-10=762/1475, 9-10=-475/1181, 7-9=-805/1460
WEBS 3-10=-358/376, 4-10=-94/321, 5-9=-96/321, 6-9=-360/375
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ff; L=24ff; eave=411; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 9-0-0. Extedor(2) 9-0-0 to 18-0-11,
Interior(1)1B-0-11 to 24-M zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=572,
7=572.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
J00
Truss
Truss I ype
y
731557
B03
Hip
1
1
Job Reference (optional)
Amenran Builders Suppty, SarrfpN. FL nun: r.e2u S npnb zpm YMC f.bzU S npr 1b 2mo M11eK nauemea, mc. Mon au io zbab:m zvm ra e i
ID:gE8RuHZxUKpHArdlhhgEHyzTSA.TxPS_68yELhhlysodnmE6U4PCxCE2r4Mw gunyy qU
1 tA1-pB�-o
a ~ S91 } S� 0 0 1NZP55 " 038 2-0-0
04-0 Scale: 1l4'=1'
4x8 =
2x4
o �
3x4 O •'"' — ""' — "" — Jx4 c
LOADING (psf)
SPACING-
2-M
CSI.
DEFL
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Ved(LL)
-0.14
8-10
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(TL)
-0.35
8-10
>781
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.26
HOR(TL)
0.06
6
n/a
n/a
BCDL 10.0
Code FBC20141-rPI2007
(MatrixS)
Weighb113lb FT=20°/
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied. -
BOT CHORD. 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 2=1160/0-8-0 (min. 0-1-8), 6=1160/0-8-0 (min. 0-1-8)
Max Horz2=239(LC 11)
Max Uplift2=572(LC 12), 6=572(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-1708/846,3-19=-1694/866,3-20=-1526/844,4-20=-1439/863,4.21=-1439/862,
5-21=-1526/844,5-22=1694/865,6-22=-1708/846
BOT CHORD 2-10=-585/1567,9-10=-288/1023,9-23=-288/1023,23-24=-288/1023,8-24=-288/1023,
6$=631/1457
WEBS 5-8=-362/368, 3-10=-361/368, 4.10=-277/627, 45=-277/628
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; 13=451t; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(l)1-0-0 to 11-4-0, Exterior(2) 11-4-0 to
15-6-15 zone;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit
between the bottom chord and any other members, with BCDL =1 O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=572,
6=572.
6) This truss design requires that a minimum of 7/16-structural wood sheathing be applied directly to the top chord and %- gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
JOb
Truss
I mss I ypa piy
731557
B04
Common 5 1
Job Reference (optional)
Amer can Bglders Supply, Sanford, R
2x4
o
4x6 =
Or318 7-4-0 15-0-0 22-0-8 22- 0
ON 7 0, A-0-0 7-0A n.aA
Scale=1:46.7
2x4 = jY
0
Plate Offsets (X,Y)—
12:0-0-8 Edge] [6:0-0-8 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/de8
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL)
0.25
8-10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.45
Vert(TL)
-0.52
8-10
>522
180
BCLL 0.0
Rep Stress Incr NO
WB 0.40
HOR(TL)
0.05
6
We
n/a
BCDL 10.0
Code FBC2014frPI2007
(MatrixS)
Weight:113lb FT=20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
2x4 SP M 31 BOT CHORD
Rigid ceiling directly applied.
WEBS
2x4 SP No.3
M7ek rew--ends that Stabilizers and required cross bracing
OTHERS
2x4 SP No.3
be installed during Wss erection, in accordance with Stabilizer
Installation uide.
REACTIONS.
(lb/size) 2=1324/0-8-0 (min. 0-1-8), 6=132910-8-0 (min. 0-1-8)
Max Horz 2=242(LC 11)
Max UDIift2=-639(LC 12), 6=-641(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-19=2120/1089, 3-19=-210611108, 3-20=-1940/1098, 4-20=-1852/1109, 4-21=1862/1116,
5-21=-1951/1105,5-22=-2116/1115, 6-22=-213111096
BOT CHORD
2-10=-795/1943, 9-10=43611263, 9-23=-036/1263, 23-24=-036/1263, 8-24=43611263,
8-25=-851/1831, 6-25=-851/1831
WEBS
4-B=-423/882, 5-8=-368/345, 4-10=412/865,3-10=-368/346
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=6.Opsf; h=20tt; B=45ft; L=240; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-0 to 1.0-0, Interior(1)1-M to 11-0-0, Exterior(2)11-4-0to 14-4-0
zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=639,
6=641.
6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and Y2" gypsum
sheetrock be applied directly to the bottom chord.
7) 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 (plf)
Vert: 1-4=-70, 4-7=-70, 10-13=20, 10-25=-00(F=-00), 16-25=-20
i
4tT.
T xl 1t
c
Job
mss
City
russ I ype y
7315U
BOS
Roofspadal 3 1
Job Reference (optional)
A nemmn Burkiers supply. sanfoN , FL
2x4
3x0 =
5x6 II
Scale=1:47.4
LOADING (pso
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2014/TP12007
CSI.
TC 0.63
BC 0.91
WB 0.81
(Matdx-S)
DEFL in (loc) Well Ud
Vert(LL) 0.3911-12 >702 240
Vert(TL)-0.9211-12 >295 180
Horc(TL) 0.66 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 132 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.2 *Except*
MTek recommends that Stabilizers and required cross bracing
W3,W6: 2x4 SP No.3
be installed during erection. erection, in accordance with Stabilizer
OTHERS 2x4 SP No.3
Installationguide.
REACTIONS. (lb/size) 2=126010-8-0 (min.0-1-8), 8=1260/06-0 (min. 0-1-8)
Max Horz 2=242(LC 11)
Max Uplift2=613(LC 12), 8=613(LC 12)
FORCES. (lb) -Max. Comp.fMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-22=-1818/973, 3-22=-1803/987, 3-23=-4155/1871, 4-23=-0041/1879, 4-5=-0170/1951,
5-6=4170/2021,6-24=-4041/1918,7-24=4155/1910,7-25=-1803/989, 8.25=-1818/975
BOT CHORD 2-13=-694/2055, 12-13=-330/898, 12-26=-730/2270, 26-27=-730/2270, 11-27=730/2270,
10-11=352f879,8-10=-733/2100
WEBS 5-11=-1099/2253,7-11=-1467/3606,7-10=-1677/833,5-12=-1033/2307, 3-12=1400/3618,
3-13=-1714/793
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 114-0, Exterior(2) 114-0 to 144-0
zone;C-C for members and forces 8 MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 2=613,
8=613.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)103 lb down and 70 lb up at 9-6-0,
and 103lb down and 70 Ib up at 13-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead +. Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert:1-5=-70, 5-9=-70, 13-16=20, 11-12=-20, 10-19=-20
Continued on page 2
JOID
Truss
Tru59 ype
UY
ply
731557
B05
Roafspecial
3
i
Job Reference o Clonal
Amencan Builders Supply, Sanford, FL
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 26=-100(F) 27=-100(F)
Run:7.520 s Apr 152015 PdnL 7.620 s Apr 152015 MTek Industries, Inc. Mon Jul 1323,5E, 015 Pagget
ID:gE8RHHBdxUKpHArdlhhgEHyzT5A-x7zTCS8a7fpYw6RoBUHiincYgLlrN WBddiDDyyKgT
Job
russ
i russ I ype
y
731557
806
Gammon Ginter
1
3 Job Reference (optional)
Amemmn IM Mem Supply, 5xntoM, FL rtun: r.ocu s , - s�Pr u m m mnert mausmes. niu mmi aw is woo<o m.a re e
11). RH B4xUKpHArdl' qEHyzT5A-0JXrPo9CmyxPXGO?kCp!Bv9gdrlWZffNHN qS
4-1-11 4-1-11 I 3 4 1-3 18{5 ~2-4
---773 13 373 3-73 22-8-0
03
0
5x6 II
Scale=1:41.7
m
jo
6x12 MT2011S i 3x10 11 7x6 = HUS26 10x10 = HUS26 7x6 = HUS26 3x10 11 1.5x8 STP=
1.5x8 STP= HHUS26-2 HUS26 HUS26 HUS26 6x12 MTWHS,
HUS26
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2014/TPI2007
CSL
TC 0.81
BC 0.82
WB 0.96
(Matdx-M)
DEFL in
Ven(LL) -0.22
Vert(TL) -0.51
Horz(TL) 0.14
(loc) Udell L/d
9-10 >999 240
9-10 >536 180
7 n/a n/a
-
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight:41911b FT=20%
LUMBER- BRACING.
TOP CHORD 2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 4-1-11 oc purlins.
BOT CHORD 2x6 SP 240OF2.OE BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. -_
WEBS 2x4 SP No.3'Except'
W 1: 2x4 SP No.2
REACTIONS. (lb/size) 1=8683/0-8-0 (min. 0-2-6), 7=12873/0-8-0 (min. 0-3-9)
'Max Horz1=206(LC 7)
Max Uplifts=-3191(LC 8). 7=A511(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-19130/7036, 2.3=-18447/6786, 3-4-14698/5367, 45=-14698/5367, 55=1985317080,
6-7=-25397/8867
BOT CHORD 1-12=-6218/17070, 12-17=5218/17070, 11-17=5218/17070, 11-18=-5897/16463,
10-18=-5897/16463, 10-19=-0158117717, 9-19=6158/17717, 9-20=-7875/22567,
8-20=-7875/22567, 8-21=-7875/22567, 21-22=-7875122567, 7.22=-7875/22567
WEBS 4-10=A596/12761,5-10=-670112378,5-9=-2334/6975,6-9=-5567/1970, 6-8=-1560/4786,
3.10=487211997, 3-11=-192115006, 2-11=597/368, 2-12=-131/429
NOTES-
1) Special connection required to distribute bottom chord loads equally between all plies.
2) 3-plytruss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 041-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf, h=20ft; B=45ft; L=2411; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-" wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)1=3191,
7=4511.
10)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) Use Simpson Strong -Tie HHUS26-2 (14-16d Girder, 6-16d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) A01 (2 ply
2x4 SP) to back face of bottom chord.
12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at
9-0-12 from the left end to 11-0-12 to connect tress(es) A02 (1 ply 2x4 SP), A03 (1 ply 2x4 SP) to back face of bottom chord.
Continued on page 2
Jou
Truss
Truss type
Ply
731557
606
Common Girder 1
3 Job Reference (optional)
wrmnean eupaers guppy. se... hL KUM 7.fi20 s Appr 15 2015 PnnL 7.620 5 Apr 15 2015 MTek Ineu5N05. NF MDO Jul 1323:59:252015 Pe86 2
NOTES- ID:gEBRHHB4xUKpHArdlhhgEHyzT5A-QJXrPogCmyxPXG07kCpiBv9gdrl WZffNHNGzfyyKgS
13) Use Simpson Strong -Tie HUS26 (14-16d Girder, 4-16d Truss) or equivalent spaced at 2-M oc max. starting at 13-0-12 from the left end to 21-0-12 to connect truss(es) A04
(1 ply 2x4 SP), A05 (1 ply 2x4 SP), A06 (1 ply 2x4 SP), A07 (1 ply 2x4 SP), A08 (1 ply 2x4 SP) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-7=-70, 1-7=20
Concentrated Loads (lb)
Vert: 10=2096(B) 9=-2375(B) 17=-3658(B) 18=-2047(B) 19=-2206(B) 20=2373(13) 21=-2381(B) 22=2382(B)
Job
Truss
Truss Type y
7315V
C01
Common Suppoited(sable 1 1
Job Reference o Ronal
Amencen Builders Supply, Sanford, R
44 =
M
Scale=1:25.3
x4 =
-
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TPI2007
CSI.
TC 0.70
BC 0.22
WB 0.12
(Matrix)
DEFL in
Ver(LL) -0.02
Vert(TL) -0.06
Horz(TL) 0.00
(loc) Well L/d
7 n/r 120
7 n/r 120
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 54lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 *Except*
MTek recommends that Stabilizers and required crass bracing
LP1,RP1: 2x4 SP No.2
be installed during Wss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. All bearings 10-8-0.
(Ib)- Max Horz2=133(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) 9, 10, 8 except 2=-297(LC 12). 6=297(LC 12)
Max Grav All reactions 250 Ib or less atjoint(s) 9 except 2=321(LC 1), 6=321(LC 1), 10=258(LC 17), 8=257(LC 18)
FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 fib) or less except when shown.
TOP CHORD 4-5=-87/253
WEBS 3-10=-237/417, 5-8=-238/418
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=20ft; 8=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -2-0-0 to 1-0-0, Exterior(2)1-0-0 to 5-0-0. Corner(3) 5-0-0 to 8-4-0
zone;C-C for members and forces & MW FRS for reactions shown; 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 ANSI/TPI 1.
4) Gable requires continuous bottom chard bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3fs0 tall by 2-M wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 9, 10, 8 except 0l=1b)
2=297, 6=297.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6.
10)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
0
NSS
NSS ype
y
731557
CA2
Common
1
t
Job Reference (optional)
2 2XI
•=•�-+wvv. .— wn: Lome "a.D rune r.omswpna[u1J hV lek mauslnes, In4 MOn Jm la 2"J:Sa:Ltl Lum Pagel
ID:gE8RHH84x KpHArdlhhgEHyzT5A%W5Dd7AgXG3G90bBIvKxk6hwR9KHFEgp=6pV6yyKgR
-2-0-0 540 104-8 1 t2-8-0
2-0-0 54 5-0-8 2-0-0
4x4 =
0-33 5-0-0 10.4-8 70-80
03 5-0-8 I 5.fU1 a
Scale = 1:25.3
K4 =
Plate Offsets (X Y)—
(2:0-0-4Edge] 14:0-0-4Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/deb
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
-0.01
6-14
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.24
Vert(TL)
-0.04
6-14
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.08
Hom(TL)
0.01
4
n/a
n/a
BCDL 10.0
Code FSC2014/7PI2007
(Matrix-S)
Weight: 501b FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=62010-8-0 (min. 0.1-8), 4=620/0-6-0 (min. 0.1-8)
Max Horz2=-133(LC 10)
Max Uplift2=-352(LC 12), 4=352(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uMe.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-655/306, 15-16=-555/308, 3-16=-093/324, 3-17=-493/324, 17.18=555/308,
4-18=-662/306
BOT CHORD 2-6=338/817, 4-6=-372/850
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20tt; B=45ft; L=240; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0. Intedor(1)1-0-0 to 5-4-0. Extedor(2) 54-0 to B-4-0
zone;C-C for members and forces & MWFRS for reactions shown: 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=352,
4=352.
6) This truss design requires that a minimum of 7116'structural mod sheathing be applied directly to the top chord and''/,' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
0
N53
I N5a Type
731557
CO3
Common
1
1
Job Reference o tional
American BUJtlers Supply, SaMord, FL Run:7.620s Apr 152015 Pmt7.620sApr152o15MTekhdusNes.Na Mon Jul1323:513 62015 Pagel
ID: gE8RHHB4xUKOHArdlhhgEHyzT5A-uW5Dd7AgXG3G9QbBIvKxk6hwR9JBFF3pa6pV6yyKgR
IN5b0 10-08 iD6A�12-&0 d
2-QO I 5 0 � 5-048 8 2_
4x4 =
Scale=1:25.3
z4 =
0B0
038
5-0-0
frl-8
1048�p
D30 b3�8P
OdA
Plate Offsets (X Y)—
[2:0-0-12 Edge] [2'0-04Edgel [4:0-0-8
Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loci
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
0.02
10
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.31
Vert(TL)
-0.03
6-7
>999
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress [nor YES
WB 0.05
Hom(TL)
0.01
4
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(MatrixS)
Weight 511b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied.
SOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied. -
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer -
WEDGE
Installation aide.
Left: 2x4 SP No.3
REACTIONS. (fib/size) 2=63310-8-0 (min. 0-1-8), 4=349/1-4-0 (min. 0.1-8), 6=258/0-3-8 (min. 0-1-8)
Max Hoa2=133(LC 11)
Max Uplift2=-365(LC 12), 4=-280(LC 12), 6=-77(LC 8)
Max Gmv2=633(LC 1), 4=349(LC 1), 6=273(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown.
TOP CHORD 2-17=-1290/739, 17-18=-419/223, 3-18=-372/238, 3-19=370/268, 19-20=-013/251,
4-20=-427/250
BOT CHORD 2-13=859/1601, 2-10=-06/340, 2-7=0/332, 6-7=0/332, 45=73/414
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20tt; B=45ft; L=24ff; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 54-0, Extedor(2) 5-4-0 to 84-0
zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except (t=1b) 2=365,
4=280.
7) This truss design requiresthata minimum of 7/16" structural wood sheathing be applied directly to the top chord and M" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
O
Na$
N55 ype
y
]3155]
COd
Common 2
1
Job Reference (optional)
Bpucem Supply, Samara, FL Run: ].620 s Appr 152015 Pdnb 7.620 s Apr 15 2015 Mmek Industoes, Inc Mon Jul 1323:58:27 2015 Pa gge 1
ID:gE8RHH64xUKpHArdlhhgEHyzT5A-MifbgTBSIaB7naANsvAHKEBTYgn_iGyrbsNl YyyrgQ
5-0-0. 104-8 OA
540 5-0-8
4x4 =
4x8 11
48 II
1a&0
Ig
Scale = 1:20.7
Plate Offsets (X Y)—
f1:0-0-8 Edgel 11:0-0-4 Edgel
I3:0-0-8 Edgel 13:0-04Edgel
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL)
-0.01
4
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.22
Vert(TL)
-0.02
4
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.06
Hom(TL)
0.01
3
n/a
We
BCDL 10.0
Code FSC20147TPI2007
(Matrix-S)
Weight: 391b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS -2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (Ib/size) 1=480/0-8-0 (min. 0-1-8), 3=480/0-8-0 (min. 0-1-8)
Max Ho¢ 1=97(LC 11)
Max Uplift1=-195(LC 12), 3=-195(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide..
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-13=-456/280, 13-14=-383/287, 2-14=-373/296, 2-15=373/296, 15-16=-383/287, -
3-16=-456/280
BOT CHORD 1-5=-118/334, 1-0=-118/334, 341 118/334
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-0, Exterior(2) 541-0 to 8-0-0
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb)1=195,
3=195.
6) This truss design requires that a minimum of 7/16-structural wood sheathing be applied directly to the top chord and %" gypsum
sheebock be applied directly to the bottom chord.
LOAD CASE(S) Standard
JOD
Truss
Inuss type
N
Y
731557
H1
Common Shum al Gable
1
1
Job Reference (optional)
American Builders Supply, Saguai, FL
i
E
4x4 =
Scale=1:19.8
14 =
r%
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc)/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(L-) -0.00
7 >999 240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.12
Vert(TL) -0.00
7 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.02
Horz(TL) 0.00
4 n/a n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-S)
Weight: 361b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. —
WEBS 2x4 SP No.3
MiTek rewmmends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2
be "stalled during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. All bearings 14-0 except Qt=length) 8=0-33, 6=03-8.
(lb) - Max Horz2=-97(LC 10)
-
Max Uplift All uplift 100 1b or less at joint(s) 8, 6 except 2=-326(LC 12),
4=326(LC 12)
Max Gmv All reactions 250 lb or less at joint(s) 8, 6 except 2=351(LC
1), 4=351(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-347/136, 4-18=346/136
BOT CHORD 2-8=-135/443, 4-6=-135/465
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=411; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 34-0, Exterior(2) 3-4-0 to 6-1-8
zone;C-C.for members and forces & MWFRS for reactions shown; 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 ANSI/TPI 1.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6 except (jt=lb)
2=326, 4=326.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
russ
rusS I ype
ty
y
7315V
H2
Common
1
1
Job Reference (optional)
American Builders Supply, Sanfortl, F
Run: 7.620 s Apr 15 M15 Print 7.620 s Appr 15 2015 MiTek Industries. Inc. Mon Jul 13 23:58:28 2015 Pagge� 1
ID:Oj2etG7COgnKhAZS017ZO3yzTXe-quD_7pB43tJ OklaOKMPpXnL7y09j9363FbwZyyKgP
44 =
14
3x4 = 3x4 =
Ig
Scale=1:15.0
LOADING (psQ
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25,
TC 0.16
Vert(LL) -0.00
5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.15
Vert(TL) -0.00
5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.02
Horz(TL) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2014rTPI2007
(MatrixS)
Weight: 24 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
truss
be du installed ring erection, in accordance with Stabilizer
Installation aide.
REACTIONS. All bearings 14-0 except Qt=length) 6=0-3-8, 4=0-M.
(lb) - Max Horz 1=60(1_C 10)
Max Uplift All uplift 1001b or less aljoint(s)1, 3, 6,4
Max Grey All reactions 250 lb or less atjoint(s)1, 3, 6, 4
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-4-0, Exterior(2) 3-4-0 to 6.1-8
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load noncorcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 6, 4.
6) This truss design requires that a minimum of 7/16'structure[ wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
-tr+.``.8 1j.F1 ryp
JOD
Inuss
Inuss lype
y
]3155]
HJ10
Diagonal Hip Girder
3 1
Job Reference (optional)
rv�unwn omioersauVWY. wmum. r� �....�...v.......p.•................"..........o.........�......,.....-..-........ ...........o.......a
ID:Oj2elG7CAgnKhAZS017203yz e-15nMF9CjDBRrOtKrr¢iteMIJN9MAOSZ9FIvLT60yy q0
-2-9-15 5-1-9 99 10 1
2-9-15 4�--6-195
NAILED
NAILED
11
2
4.24 12 NAILED 2x4
NAILED 3
12
B1
NAILED
NAILED
13
4 nScale=1:23A
2x4 II I p d I 14 15 16 6
NAILED NAILED tNAILED 5
6 NAILED NAILED NAILED 3x4 =
LOADING (psi)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress ]nor NO
Code FBC2014/TPI2007
CSI.
TC 0.72
BC 0.92
WB 0.22
(Matrix-M)
DEFL in
Vert(LL) -0.22
Vert(TL) -0.52
Horz(TL) 0.01
(loc) I/deft L/d
6-10 >522 240
6-10 >225 180
5 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 46 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-9-13 oc pudins.
BOT CHORD 2x4 SP No.2 -
BOT CHORD
Rigid ceiling directly applied or 9-2-9 oc bracing. — -
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 4=165/Mechanical, 2=48210-10-15 (min. 0-1-8). 5=258/Mechanical
Max Horz 2=284(LC 8)
Max Uplift4=-141(LC 8), 2=-330(LC 8). 5=-101(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -Al forces 250 (lb) or less except when shown.
TOP CHORD 2-11=1026/839, 11-12=-422/371, 3-12=-043/321
BOT CHORD 2-14=-917/1053, 14-15=-375/438, 15-16=-375/438, 6-16=-375/438
WEBS 3-0=-074/405
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=6.Opsf; h=20h; B=45ft; L=24ft; eave=4ft; Cat. It;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. ..
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=141.
2=330, 5=101.
6) "Semi -rigid pitchbreaks including heels' Member end fairy model was used in the analysis and design of this truss.
7) "NAILED" indicates 3-1 Od (0.148"x3') or 2-12d (0.148"x3.25") toe -nails. For more details refer to MTek's ST-TOENAIL Detail.
8) 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 (plf)
Vert: 1.4=70, 5-8=-20
Concentrated Loads (Ib)
Vert: 11=101(F=50, B=50)12=82(F=41, 8=41) 13=-72(F=-36, B=36) 14=85(F=42, B=42)15=12(F=6, B=6) 16=-34(F=-1 7.
B=-17)
0
N55
Nae ype
y
731557
HJ10A
OIAGDNAL HIP GIRDER 1
2 Job Reference (optional)
Amman Builders Supply, Sanford, FL
W9
2x4 11
03-8 2-6-14 3-6-B 9-6.9 9r10r1
n 3 V, 1-1-00 610d l
Scale=1:25.4
la r f
Plate Offsets_(XY)—
[2:0-8-0 0-0-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFT,
in
(loc)
Udell
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.68
Vert(LL)
0.07
6-7
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.34
Vert(TL)
0.06
6-7
>999
180
BCLL 0.0
Rep Stress Incr NO
WB 0.15
Horz(TL)
-0.00
5
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-M)
Weight:11011h FT=20%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
BOTCHORD
JOINTS
REACTIONS. (lb/size) 4=455/1VIechanical,5=46/Mechanical, 7=121110-11-5 (min. 0-1-8)
Max Horz4=1277(LC 13), 7=1170(1_C 13)
Max Uplift4=-240(LC 8), 5=162(LC 6), 7=-781(LC 8)
Max Grav4=455(LC 1), 5=56(LC 8), 7=1211(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown.
TOP CHORD 2-14=-2941/5629, 14-15=-1716/2616, 3.15=-1714/2570, 3-16=-700/1393, 4-16=723/1330
BOT CHORD 2-17=-5417/2849, 8-17=-2448/1635, 7-8=-2448/1635, 7-18=959/537, 18-19=-959/537,
6-19=-959/537
WEBS 3-7=-1171/674, 3-6=-583/1041
Structural wood sheathing directly applied or 9-8-12 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
6-M oc bracing: 7-8
1 Brace at Jt(s): 10
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpI=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truas has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (t=lb) 4=240,
5=162, 7=781.
8) Non Standard bearing condition. Review required.
9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MTek's ST-TOENAIL Detail.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 315 lb down and 160 lb up at
-2-104, and 315 lb down and 160 lb up at -2-10-4 on top chord. The design/selection of such connection device(s) is the responsibility
of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Continued on page 2
IR 1,0; k" d
4 r
MW
Nay ype
Y
r0
]3155]
HJiOA
DIACANAL HIP GIRDER 1
2 Job Reference o tlonal
A enran Bunters Supply, Sanfod.R
Itun::.bzu IIIrlJ 11IDYMC, oz SN lJLUID m IeK unaunee,Ne. wn Jui l J L:pu N60O92
ID: Oj2etG7COgnKhAZS017Z03yzTXe-15nMF9CjpBRNtKmz1teMUOgMJPSaEFIvLT60yy q,0
LOAD CASE(S) Standard
Uniform Loads (pif)
Vert: 2-4=-30(F=40)
Concentrated Loads (lb)
Vert: 1=410(F=-205, B=-205) 15=17(F=41, B=-23)16=-74(F=36, B=38)17=-217(F=-108, B=-108)18=6(F) 19=38(F=-17, B=55)
Trapezoidal Loads (plo
Vert: 1=0(F=35, B=35)-to-2=49(F=10, B=10), 11=-29(F=-15, B=-15}to-8=-75(F=-38, B=38), 8=-95(F=-38, B=38)-to-7=113(F=46, B=46), 7=-5(F=8,
B=8)-to-5=-117(F=49, B=49)
Job
NSS
Naa ypE
y
lob
HJiOJ
Diagonal Hip Order 1
q
G in, Rcfcm ro /nnfnmll
uyildare Supply, Sanford, FL
6 Scale=1:25.7
NAILED
bq
NAILED
18
424 V2
NAILED 3,4
Special 5
2x4 It
17
0
co m
NAILED
4
NAILED
T1
16
4
2x4 3
2
B1
2x4 1
1
20
21
8
NAIL
11 g
Special
NAILED
3x4=7
12
3x4=
NAILED
NAILED
Q$$ 1-t0A 3-2-2 9-5-13 -9-6
1-7-0 1$-10 6-3-11 -3
Plate Offsets (X Y)—
[1:0-2-2 0-1-01 [3:0-8-1 0-0-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/deb
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL)
0.06
8-9
>999
240
MT20 244/190
TCDL 15.0
LumberDOL 1.25
BC 0.16
Vert(TL)
0.07
8-9
>999
180
BCLL 0.0
Rep Stress lncr NO
WB 0.16
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-M)
Weight:1181b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD
BOT CHORD 2x4 SP M 31 BOT CHORD
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 JOINTS
REACTIONS. (lb/size) 6=296/Mechanical, 7=-60/1vechanical, 9=655/1-2-5 (min. 0-1-8)
Max Horz 6=938(LC 13), 7=931(LC 14), 9=-l751(LC 13)
Max Upliff6=-107(LC 8), 7=-145(LC 14). 9=-995(LC 8)
Max Grav6=308(LC 13), 7=49(LC 9), 9=655(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown.
TOP CHORD 3-16=-3130/4846, 4-16=1640/2598, 4-17=-1651/2733, 5-17=-1687/2598, 5-18=-461/979,
6-18=444/982
BOT CHORD 3-19=-5054/3283, 10-19=-2461/1604, 9-10=-2461/1604, 7-8=-528/931
WEBS 5-8=-594/1047, 4-9=-50/370, 5-9=-1005/868
Structural wood sheathing directly applied or 9-5-0 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
6-0-0 oc bracing: 9-10
1 Brace at Jt(s): 12
NOTES-
1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Bottom. chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat.-11;
Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (elb) 6=107,
7=145, 9=995.
8) Non Standard bearing condition. Review required.
9) "Semi-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
10)."NAILED' indicates 3-10d (0.148"x3") or 2-12d (0.148"4.25") toe -nails. For more details referto MTek's ST-TOENAIL Detail.
11).Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 1551b up at
-2-10-0, and 303 Ib down and 155 lb up at-2-10-0 on top chord. The design/selection of such connection devic i(s) is the responsibility
of others.
LOAD CASE(S) Standard
Continued on page 2
3 4
h
Job
Truss
I N55 Ype
Y
731557
HJIOJ
D'agonal Hip Girder
1 2 Job Reference o tional
A edwn Builders Supply, Sanford! ,R
nun: 7.620. Hp, 1J L ,. .[ Loev. / , J <ma mu e"Tu—¢ ,.' Ivan aw ,a m.aoay. ea,o re n c
ID:Oj2etG7COgnKhAZS017ZO3yzTXe-mHKkSVDLaVaielvyXlOtuysa4miSBiTOXZ41.g N
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 3-6=-30(F=40)
Concentrated Loads (lb)
Vert: 1=-394(F=-197, B=-197)16=-55(F=-28, B=-28)17=250(F=166, B=84)18=53(F=93, B=40) 19=41(F=20, 3=20) 20=183(F=182, S=1) 21=13(F=32, B=-19)
Trapezoidal Loads (plf)
Vert: 1=0(F=35, B=35)4o3=-50(F=10, B=10), 13=30(F=-15, B=-15)-to-10=62(F=-31, B=-31), 10=-82(F=-31, 8=31)-to-9=-104(F=42, B=-42), 9=-3(F=8,
S=8)-to-7=-123(F=-51, B=51)
Job
nlss
mss YPe Y
7315V
J1
Jack -Open 6 7
Job Refere (pti p
Kun: r.ozes lla 2U1]Y`Oc'.. l' 15"eKincLLwes.Inc. Mon Ju53L1:50:312uID"" �Ydgg''dl
ID:gEBRHH xUKpHArdlhhgEHyz 5A-ETu6grEzLoIZFBT95Sv6RAPIVA3ewW8YIDganJyyngM
8-8-8 1-0-0
O:M 1 03-8
Scale = 1:9.4
038 -0-0
0-4A '1 nAA
Plate Offsets (X Y)—
f2:0-3-e Edae1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(Joe)
I/deg
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
0.00
8
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.10
Vert(TL)
0.00
8
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-M)
Weight: 10 lb FT=20%
LUMBER -
TOP CHORD 2z4 SP No.2
BOT CHORD. 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 3=-22/Mechanical, 2=292/0-0-0 (min. 0-1-8), 4=42/Mechanical
Max Horz2=115(LC 12)
Max Uplift3=-22(LC 1), 2=-309(LC 12), 4=-02(LC 1)
Max Gmv3=44(LC 12), 2=292(LC 1). 4=72(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-361/173
BOTCHORD 24=-189/384
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
bIT rewmmends that Stabilizers and required cress bracing
be installed during truss erection, in accordance with Stabilizer
Installation aide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-Cfor members and forces 8 MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)
2=309.
6) 'Semi -rigid pitchbreaks including heels' Member end fmity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
0
Truss
WaS Type
y
731557
AA
Jack -Open
4 1
Job Reference o fional
A mmn Buiklers Supply, Sanford, FL ran: r..a npnaan rnnu 0uiorvu ien mousmes. me nun au,n'W8YI, 1. 1. regr
ID:Oj2etG70ognKhAZS017ZayieEu6grEzLoIZFBT95Sv6RAPgbA45:uDgaAJyyM -2-0-0 0-8-8 1-0-0
1
Scale: V=1'
LOADING (psf)
SPACING-
2-0-0
CSL
DEFL
in
(lot)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.21
Verl(LL)
0.02
1-2
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(TL)
-0.03
1-2
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Hmz(TL)
0.01
4
n/a
me
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-M)
Weight 12 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD .2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=135/Mechanical, 3=126/Mechanical, 4=8/Mechanical
Max Horz 1=83(LC 12)
Max Upliftl =-31 (LC 12), 3=-78(LC 12)
Max Grav1=135(LC 1), 3=133(LC 17), 4=16(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins.
BOT CHORD Rigid telling directly applied or l0-M oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown;
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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Joe
rues
rues I ype
Lay Ply
731657
J3
Jack-0pen
7 1
Job Reference (optional)
Amedcen Builders Supply, 3a�artl, FL
Run:
0-3 8 3-0-0
Scale=1:14.3
Plate Offsets (X Y)—
f2:0-3-12 Edge)
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL
in
(too)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
-0.00
4-8
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
SC 0.11
Vert(TL)
-0.01
4-8
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
(Matrix-M)
Weight: 161b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 3=68/Mechanical, 2=315/0-0-0 (min. 0-1-8), 4=22/Mechanical
Max Horz2=171(LC 12)
Max Uplift3=-53(LC 12), 2=-229(LC 12)
Max Grav3=74(LC 17), 2=315(LC 1), 4=43(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-503/124
BOT CHORD 2-0=-117/501
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
_ Installation uide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft, L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0.0 to 1-0-0, Interior(1)1-0-0 to 2-114 zone;C-C for members and
forces 8 MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. '
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except at=1b) 2=229.
6) "Semi-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
l
i
i
e
Truss
Was Type CRY
731557
J3A
Jack-0pen 1 1
Job Reference o tional
Amencan Builders Supply. Sanrard, FL nun: r.azu s apnaema rnno r.aca s tuna m m m, reR umasains. ,,,�-....,,,+,,, ,a S...o
ID:Oj2etG7C0gnKhAZS011ZO3yzTXe-igSUtBEb66gOIL2LfARL_Nxz6ZN7fu tZBilyy qL
-2-0-0 zae a-0 a
~ 2-0-0 2b8 3
US 11 Scale=1:16.8
20 II
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL in
(loc) Udell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL) 0.06
10 >934 240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.21
Vert(TL) .0.08
10 >729 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.35
Horz(TL) 0.04
6 n/a n/a
BCDL 10.0
Code FBC20147TPI2007
(Matrix-M)
Weight: 22 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc pudins.
BOT CHORD, 2x4 SP No.2
BOT CHORD
Rigid wiling directly applied or 10-0-0 oc bracing. - -
WEBS 2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 1=174/Mechanica1,4=-681/Mechanica1,6=963/0-8-0 (min.0-1-8)
Max Homl=139(LC 12)
Max Upliftl=-20(LC 12), 4=-719(LC 17), 6=-504(LC 12)
Max Gmvl=174(LC 1), 4=357(LC 12). 6=1018(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 34=-344/380
WEBS 3-6=4006/1168
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=4511; L=2411; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-11.4 to 1-0-12, Interior(1) 1-0-12 to 2-114 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to healing plate capable of withstanding 1001b uplift atjoint(s)1 except (jt=1b) 4=719,
6=504.
6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
e
Na5
N55 ype
IyPly
131557
J3C
Jark-0pen
1 1
Job Reference C.ptionall
A .n.n &/iltlers Supply,
0-3Ap-0-6 13-0 3-0-0
'0-3-803 1-Qfl
Scale=1:14.3
Plate Offsets (X Y)—
[2:0-1-15 03-81 12:0-0-81-051
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Well
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL)
-0.00
2-4
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.08
Vert(TL)
-0.01
24
>999
180
BCLL 0.0
Rep Stress lncr YES
WB 0.00
Horz(TL)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/fP12007
(Matrix-M)
Weight: 20 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD. 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x6SP No.2
REACTIONS. (lb/size) 3=34/Mechanical, 2=339/0-8-0 (min. 0-1-8), 4=27/Mechanical
Max Horz3=174(LC 12)
Max Uplift2=380(LC 12)
Max Grav3=90(LC 12), 2=339(LC 1). 4=55(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-114/290, 3-8=-103/298
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0oc purlins.
SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intenor(1)1-0-0 to 2-11-4 zone;C-C for members and
forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt--lb) 2=380.
6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
0
NSa
Nos Type
y
731557
J3D
Jack-0pen
1 1
Job Reference o tional
American Builders Supply. Sanford, FL nun: r.ona s Hpr w emo rnmo r.om s ryrm m m muen nausmes, mc. nun.m is w.x:a.. m io �a n
ID:0j2etG7COgnKhAZS01?Z03yzTXe-BsOtSXFDtOyHWdXCryaWbU50zeBON2rDXJhFCyy qK
-2-0-0 I W
200 28
Scale = 1:14.3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in
(loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL) 0.00
6 >999 240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.54
Ven(TL) 0.00
5-6 >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.23
Hom(TL) -0.05
5 We n/a
BCDL 10.0
Code FBC2014frP12007
(Matrix-M)
Weight: 21 In FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2.
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins. _
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. -' —
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during buss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 4=-258/Mechanical, 5=-318/Mechanical, 6=98110-8-0 (min. 0-1-8)
Max Horz4=171(LC 12)
Max Uplift4=-265(LC 17), 5=-318(LC 1), 6=-968(LC 12)
Max Grav4=363(LC 12), 5=340(LC 12), 6=981(LC 1)
FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-14=-2039/1058, 34=-228/489
BOT CHORD 2-7=-136212734
WEBS 3-6=-509/774
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=20ft; 8=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 2-11-4 zone;C-C for members and
forces 8 MWFRS for reactions shown; 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) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to buss connections.
5)Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt--lb) 4=265,
5=318,6=968.
6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
N55
N55 ype
ty ply
731557
J5
Jack-0pen
7 1
Jab Reference (optional
American Bulklem Supply. SarfcM , R
K7
Scale=1:19.1
Plate Offsets (X Y)—
12:0-0-8 Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/de0
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
0.02
4-8
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.18
Vert(TL)
-0.04
4-8
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
(MatdxS)
Weight: 221b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 3=128/1vechanical, 2=413/0-8-0 (min. 0-1-8), 4=43/Mechanical
Max Horz2=228(LC 12)
Max Uplift3=-108(LC 12),2=-247(LC 12)
Max Grav3=138(LC 17), 2=413(LC 1), 4=76(LC 3)
FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown.
TOPCHORD 2-9=-670/403
BOTCHORD 2-4=-832/980
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intertor(1)1-0-0 to 4-11-4 zone;C-C for members and
forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to buss connections.
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 10011b uplift at joint(s) except (t--lb) 3=108,
2=247.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y2' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
NSS
was ype
y
731SU
J5A
':tl Open
1
1
Job Reference 0 tional
American Buildem Supply, Sanfon:l Hun: 7.ti205 Ppr 1520,5Ynnt /.tiLUe n5zm5 moex Vlouslnes, Inc. mll on du4 2J:0e:9¢2ma raBBel
ID:Oj2elGTCOgnKhAZS01?ZO yzTXe-P1aFItGmj476fCjmbTp3olGENyi7A_SB2EneyyKgJ
-2-0-0 2$-0 4643
2 0 2-M 2-M 3
%7
2x4 11
2x4 II
Scale=1:21.2
LOADING (pso SPACING- 2-M CSI. DER. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 5-6 >999 240 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.02 5-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL), -0.09 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 28lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP N0.2 - - BOT CHORD Rigid ceiling directly applied. —=--
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 4=-8/1dechanical, 5=60/Mechanical, 6=65210-8-0 (min. 0-1-8)
Max Horz4=228(LC 12)
Max Uplift4=-23(LC 10), 5=60(LC 1), 6=-564(LC 12)
Max Grev4=133(LC 12), 5=93(LC 12), 6=662(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-13=-2469/1301, 3-0=-177/381
BOT CHORD 2-7=-1719/3350
WEBS 3-6=-415/532
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 4-114 zone;C-C for members and
forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=1b)
6=564.
6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Was typeHly
731557
J5C
JeGc-0pen
1
1
Job Reference o 0onal
.n -•• -yrnor.oZus naZuu MueemousmeS,nc. moneunazsas:: zum rages
IO:Oj2etG7 gnKhAZS01?ZO3yz e-7E8dVCHTPIC_konwKl_2bOZQQnNpsK77gmoJ4yyKgl
-2-0-0 4-8-8 -0
2_0 4.8-8 3
Scale=1:19.1
KI
p-3-8 1-3-0 5-0-0
3�0-11� 3-9-0
Plate Offsets (X Y)—.
[2:0-1-12 0-1-01 12:0-0-8 1-0-51
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL
in
(too)
I/deb
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
-0.03
2-4
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.28
Vert(TL)
-0.08
24
>753
180
BCLL 0.0
Rep Stress [nor YES
WB 0.00
Horz(TL)
-0.00
2
n/a
n/a
BCDL. 10.0
Code FBC2014/-rP]2007
(Matrix-S)
Weight: 271b FT=20%
LUMBER -
TOP CHORD. 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x6 SP No.2
REACTIONS. fib/size) 3=130/Mechanical, 2=403/0-8-0 (min. 0-1-8), 4=47/Mechanical
Max Hord=231(LC 12)
Max Uplift3=-22(LC 9), 2=-393(LC 12)
Max Grav3=130(LC 1). 2=403(LC 1), 4=95(LC 3)
FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-7=-139/298, 7-8=-132/298, 3-8=101/312
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 4-11-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) `This truss has beemdesigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections:
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except at 1b) 2=393.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
O
NSS
N$$ ype
y
731557
JSD
Jack-0pen
1
1
Job Reference optional)
American Builders Supply, Santortl, FL 3 y. m—"'. w..���,......—..,,..�,,......,...... .,.. .., �...,.....,-,....... _,
ID:0j2etG7COgnKhAZS01?ZO3yzTXe-bRd?/Y16ALKr yM6u?VH806diBeL61_HvVXLrXyy qH
-2-0-0 212 4A5
2-0-0 2-0-0 2-0A
i
2x
1x4 II
2x4 11
Scale = 1:20.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) -0.02
5-6 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.58
Verl(TL) -0.02
5-6 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.15
Horz[TL) -0.07
5 n/a n/a
BCDL 10.0
Code FBC2014/TPI2007
(Matrix-S)
Weight: 28 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied. -
WEBS 2x4 SP No.3
Mil recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation muds.
REACTIONS. (lb/size) 4=26/Mechanical, 5=-31/Mechanical, 6=589/0-8-0 (min. 0-1-8)
Max Horz4=228(LC 12)
Max Upli05=-31(LC 1), 6=511(LC 12)
Max Gmv4=101(LC 12), 5=71(LC 12), 6=598(LC 17)
FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-13=-227611168, 3A=-165/360
BOTCHORD 2-7=-1523/3080
WEBS 3-6=-390/514
NOTES-
1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=2011; B=45Tt; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(i)1-0-0 to 4-114 zone;C-C for members and
forces & MWFRS for reactions shown; 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)' This muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 6=511.
6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job -
toss
mss ype
y
731557
J]
Jack-0pen
29 1
Inh Rwfwrwnm fnnfnnall
mware suppry, sanrom , M
R
2x
QS 6 7-M
3 6.8.8
Scale: 1/2"=l'
Plate Offsets (X Y)—
f2:0-1-0 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(too)
I/de8
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL)
-0.06
4-8
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.37
Vert(TL)
-0.17
4-8
>503
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
HOrz(TL)
0.01
2
n/a
n/a
BCDL 10.0
Code FBC2014frPI2007
(MatdxS)
Weight: 28lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 3=184/Mechanical, 2=520/0-8-0 (min. 0-1-8), 4=60/Mechanical
Max Horz 2=285(LC 12)
Max Upliff3=-159(LC 12), 2=-276(LC 12)
Max Grav3=198(LC 17), 2=520(LC 1), 4=107(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-9=-12591769
BOT CHORD 24=-1454/1856
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
_Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45tt; L=24ft; eave=4ft; Cat. II;.
Fxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 6-11-4 zone;C-C for members and
forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chard and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 3=159.
2=276.
6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Imes lype
Y '
731557
17A
Jack-0pen
8 1
Job Reference (optional)
Amenwn Builders Supply, Sanfor4, R rcun:r.emu npnazero Ru t.ocu s M.. m,o nuienniousurcs, me u - gm,a.a
ID:Oj2etG7COgnKhAZS01?ZO3yzTXe-Xppm8EJMryaZbGWV?OYIDeBZP_OB3fcaMoOSwPyy qF
-2-0-0 6-8A
2-0-0 i 6-BA 3
3 2x.
2x4 II
2x4 11
Scale=1:25.1
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-M
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC20141TP12007
CSI.
TC 0.50
BC 0.36
W B 0.15
(MatdxS)
DEFL. in
Vert(LL) -0.02
Vert(TL) -0.03
Horz(TL) -0.05
(loc) 1/deft L/d
5-6 >999 240
5-6 >999 180
4 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 34 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD-2x4-SP No.2 -
BOTCHORD
Rigid ceiling directly applied.__ -
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during Wss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 4=113/Mechanical, 5=20/Mechanical, 6=631/0-8-0 (min. 0-1-8)
Max Horz6=285(LC 12)
Max Uplift4=-108(LC 12), 6=-335(LC 12)
Max Grav4=127(LC 17), 5=66(LC 3), 6=631(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-13=-1682/1109, 3-13=345/190
BOT CHORD 2-7=-1450/2232, 6-7=-161/376
WEBS 3-6=447/488
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 6-114 zone;C-C for members and
forces 8. MWFRS for reactions shown; 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) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=108,
6=335.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD.CASE(S) Standard
Job
russ
r11SS ype y
731557
XB
Jadc-0pen 5 1
Job Reference (optional)
Fed
Run: 7.uz0 s Apr 15 Zm5 Pane Z820 s Apr 15 2015 MTek Industries, Inc. Mon Jul 1323:58:38 zo15�Pay01
ID:Oj2etG7COgnKhAZS01?Z032A-Xppm8EJMiyaZbGW V?OYIDeBzP_JA3htaMoOSwryyngF
-2-0-0 4-0-7 6.8-8
2_0 4-0-7 I 2-8-1 3
� � 4-0-7 I s a-e a-0t1
0-3 3$.15 NMI-3
Scale: 11Z=1'
Plate Offsets (X,Y)—
f2:0-0S Edge)
LOADING (p'sf)
SPACING-
2-0-0
CSL
DEFL
in.
Clot)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
0.13
5-6
>654
240
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.68
Vert(TL)
-0.17
5-6
>499
180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.07
5
n/a
n1a
BCDL 10.0
Code FBC2014/TPI2007
(MatnxS)
Weight: 31 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. (lb/size) 4=155/Mechanical,2=503/0-8-0 (min. 0-1S),5=107/Mechanical
Max Horz 2=285(LC 12)
Max Uplift4=-114(LC 12), 2=-267(LC 12), 5=-30(LC 12)
Max Gmv4=166(LC 17), 2=503(LC 1). 5=114(LC 3)
FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-931/522, 12-13=-269/0
BOT CHORD 2-7=-1005/1376
Structural wood sheathing directly applied
Rigid ceiling directly applied.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-114 zone;C-C for members and
forces & MWFRS for reactions shown; 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 nonconcument with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=114,
2=267.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
;+TA � S A yN`s le3•t r"•! '• •t
,00
Truss
Fuss I ype y
731557
J7C
Jack-0pen 1 1
Job Reference (optional)
American Builders Supply, Sanlbl .FL Run: 7.0 U5 Apr 152u16 rme /.ozu s Apr i o zu10 MI lex mauSmeA InG wn Jul iJ 2J:JII:J921110 d dl
ID:Oj2elG7COgnKhAZS017ZO3yzTXe-70NBLaK TGiQDQ5hZ83_msk4eOiGo7Fjb$m7SY1
-2-lHl l f.88 7-0-0
' 2-00 6A-e
Scale: 1/2-=1'
Q
LOADING (psf) SPACING- 2-0-0 CS]. OEFL in (foe) I/de8 L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 56 >750 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.10 56 >648 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.10 4 n/a We
BCDL 10.0 Code FBC2014/7PI2007 (MatrixS) Weight: 32 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 Mi fek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer
.Installation ulde.
REACTIONS. (lb/size) 4=122/Mechanical, 5=13/Mechanical, 6=625/0-11-5 (min. 0-1-0)
Max Horz6=288(LC 12)
Max Uplift4=-110(LC 12), 6=-361(LC 12)
Max Grav4=140(LC 17), 5=76(LC 3), 6=625(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-9=-333/152, 3-9=-328/162
BOTCHORD• 26=-168/395
WEBS 36=-393/405
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-M to 1-0-0, Interior(1)1-0-0 to 6-11-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except jt=lb) 4=110,
6=361.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
nuss
was I ype
y
731557
RD
Jack-0pen
1
1
Job Reference (optional)
A cedcan Builders Supply, Sanford, R
3
R1
Run: 7.520a qqppr 152015 Pant 7.620sAFpr�152075 hLTek Industries.Ina Mon Jul 132358:392015 Pega1
ID:Oj2etG7COgnKhAZS017ZO3yzT7(e-70N81aK_TGiOD05h283_msk5pOjfo87jbSm7SryyKpE
-2-0-00 6$8 6.8-6 7-0-9
2-0
J 0 II
02-12
Scale =1:24A
Plate Offsets (X,Y)—
r2:0-1-0,0-0411 r2:0-0-4,Edael
LOADING (psf)
SPACING- 2-M
CSI.
DEFL
in
(Too)
/deg
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL)
-0.04
4-9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.41
Vert(TL)
-0.10
4-9
>838
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Hom(fL)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC20147TPI2007
(MatdxS)
Weight: 29 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aide.
REACTIONS. (lb/size) 3=171/Mechanical, 2=549/0-11-5 (min. 0-1-8), 4=44/Mechanical
Max Horz2=285(LC 12)
Max Uplift3=-152(LC 12), 2=-291(LC 12)
Max Grav3=186(LC 17), 2=549(LC 1), 4=96(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD '2-10=-1045/327
BOT CHORD 2-9=-520/1131, 2-6=-161/376
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II;.
Ecp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 6-114 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for .truss to truss connections.
5) Provide mechanical connection (by others) of truss to Dearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=152,
2=291.
6) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
nis5
1russ lype
(2ty
ply
731557
RE
Jack-0pen
2
1
Job Reference o tional
Amedran Builders Suppty, Sanford. R
i 2x
rcun: r.azus FnaLma tone r.oan b azmu ameM lnousVles, Inc. MDn aunOLJ:WNu ula ra 91
ID:Oj2etG7 gnKhAZS01?Z03yz e-TGxWZwLcEZgHgaft72D13HHEo VXYGtq V271yr qD
-2-0-0 6-8-8 7,-0-0
2-0-0 6AA
2x4 II
2x4 II
Scale=1:26.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc)/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) -0.07
55 >734 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.76
VerIT-) -0.06
55 >812 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.20
HOrz(TL) -0.15
5 n/a n/a
BCDL 10.0
Code FBC2014frP12007
(Matrix-S)
Weight: 35 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
MTek recrommend. that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation uIde.
REACTIONS. (lb/size) 4=69/Mechanical, 5=-19/Mechanical, 6=865/0-8-0 (min. 0-1-8)
Max Horz4=285(LC 12)
Max Uplift5=-19(LC 1), 6=614(1_C 12)
_
Max Gmv4=77(LC 12), 5=65(LC 12), 6=886(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2.13=4193/2952, 3-0=-199/399
BOT CHORD 2-7=-3806/5546
WEBS 35=568/671
NOTES-
1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cal. II;
Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 6-114 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-M wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 6=614.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'%," gypsum
sheetrock be applied directly to the bottom chord.
7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)154 lb down and 144 lb up at -2-0-0
on top chord. The design/selection of such connection device(s) is the responsibility of others.
8) 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 (plf)
Vert: 1-0=-70, 5-10=20
Concentrated Loads (lb)
Vert: 1=-150(F)
Job
Truss
mss ype ry y
731557
RG
Jack -Open 1 i
Job Reference (optional)
Q
2x4 11
2x4 11
Scale=1:25.1
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip. DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2014rrP12007
CSL
TC 0.60
BC 0.76
WB 0.20
(Matrix-S)
DEFL in
Vert(LL) -0.07
Vert(TL) -0.06
HOR(TL) -0.15
(loc) I/deb L/d
5-6 >734 240
5-6 >812 180
5 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 351b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied.
GOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SPNo.3
MTek recommends that Stabilizers and. required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation wde.
REACTIONS. (Ib/size) 4=69/Mechanical, 5=-19/Mechanical, 6=865/0-8-0 (min. 0-1-8)
Max Horz4=285(LC 12)
Max Uplift5=-19(LC 1), 6=-614(LC 12)
Max Gmv4=77(LC 12), 5=65(LC 12), 6=886(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=4193/2952, 3-4=-199/399
BOT CHORD 2-7=-3806/5546
WEBS 3-6=-568/671
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=20ft; 6=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1)1-0-0 to 6-114 zone;C-C for members and
forces &MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.. -
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5 except at=lb) 6=614.
6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %' gypsum
sheetrock be applied directly to the bottom chord.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 144 lb up at -2-0-0
on top chord. The design/selection of such connection device(s) is the responsibility of others.
8) 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
UnifomtLoads (plo
'Vert: 14=70, 5-10=20
Concentrated Loads (lb)
Vert: 1=-150(F)
Job
russ
N55Type
Y
731557
PB
Piggyback
2 1
Job Reference (optional)
Amedwn Builders Supply, SanfoN, F
6.00 12
3x4 =
3x4 =
3x4 =
3x4 =
Scale: 3/4"=1'
LOADING (psf) SPACING- 2-0-0
CSI.
DEFL in
floc) I/deft Ud
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25
TC 0.30
Vert(L-) 0.00
6 n/r 120
MT20 244/190
TCDL 15.0 Lumber DOL 1.25
BC 0.37
Vert(TL) 0.01
6 n/r 120
BCLL 0.0 ' Rep Stress Incr YES
WB 0.00
Hoa(TL) 0.01
5 n/a We
BCDL 10.0 Code FBC2014/rP12007
(Matrix)
Weight: 22 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structuralwood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 9-0-6oc bracing.-
Mi fek recommentls that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 2=32516-4-4 (min. 0-1-8),5=325/6-0-4 (min. 0-1-8)
-
Max Horz2=36(LC 11)
Max Uplift2=-160(LC 12), 5=-160(LC 12)
FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 23=458/550, 3-0=-003/522, 4-5=-458/550
BOT CHORD 2-5=-417/403
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; EncL, GCpi=0.18; MWFRS (directional). and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) Gable requires continuous bottom chord beading.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=160,
5=160.
8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
0
N56
N55 ype
y
]3155]
Z8
Pggybadc
6 1
Job Reference o Gonal
Ame4ran guilders Supply, Sanford, FL
2x4 =
, nymmmnm,. ,.mw ryn
ID:0j2etG7COgnKhAZ5017Z03yzTXe-Ob3GzcMsmB474tpGEGdtOUMibbpA7Vu9H0_PSAyy qB
4x4 =
2x4 11 2x4 =
Scale=1:15.6
0-3-8
-
7-11-6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in
(too) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL) 0.00
5 n/r 120
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.10
Vert(TL) 0.01
5 n/r 120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.06
Horz(TL) 0.00
4 n/a n/a
BCDL 10.0
Code FSC2014/TPI2007
(Matdx)
-
Weight: 251b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required crass bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size) 2=188/64-4 (min. 0-1-8).4=188/6-4-4 (min. 0-1-8), 6=2731644 (min. 0-1-8)
Max Horz 2=-68(LC 10)
Max Uplift2=-131(LC 12), 4=-131(LC 12), 6=-58(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=20ft; B=45ft; L=2411; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 44-11 to 3-4-11, Interior(1) 3-4-11 to 4-1-7, Exterior(2) 4-1-7 to 7-3-9
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 6 except at --lb) 2=131,
4=131.
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
F"
c
L;��dT� to[al f:ab4onsnips.tia!m�.el0[>om[m.
3601-A Crossroads Pkwy
Ft. Pierce, FL 34945
Gale Insulation
INSULATION INSTALLATION CERTIFICATE
BUILDER: K Gordon Construction Inc SUBDIVISION T
JOB ADDRESS: 8012Links Way CITY:
Port St Lucie
PERMIT #: /S- OFo /S LOT/BLOCK: L13
The undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS walls has been insulated with refieceve foil to a thickness of .75 inches, which
according to Fi-Foil Company will yield an "W' value of 4.1
Exterior frame walls has been insulated with
which according to
to a thickness of inches,
will yield an "R" value of
2. Ceilings (flat) has been insulated -with fiberglass blow to a thickness of 11.75 inches, which
according to Certainteed will yield an "R" value of 30
Ceilings (vaulted) has been insulated with to a thickness of inches, which
according to will yield an "R" value of
Interior knee walls has been insulated with to a thickness of inches, which
according to will yield an "R" value of
Garage Partition walls adjaceatto conditioned living, space has been insulated with fiberglass ball to a
thickness of 3.6 inches, which according to Owens Corning will yield an " W' value of 11 .
Insulation Contractors Signature
License # CGC 1512119
Signature
THE AFFIANT,. Dave Fiene .. IS PERSONALLY KNOWN TO ME Sworn to and subscribed before me this day
of.Sy 044- Q
Notary Public, State of Florida
;;Q,•• ":4d.: JULIE P WARD
_ %q MY COMMISSION # FF794310
•:fe.� EXPIRES January 29. 2019
IG01)79&0i60 FWUNole Sarv:re.epr.
Planning & Development Services SEP 13 2016
I Building & Code Regulation Division PER.'WITTING
• 2300 Virginia Ave St. Lucie County, FL
• Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT#./5 J ADDRESS: &nI Z Lti11K-S way, �SL, 3111
BUILDER/CONTRACTOR: "is?- 0o&U--'
PEST CONTROL CONTRACTOR: EVICT -A -BUG TERMITE& PEST CONTROL INC.
PEST CONTROL LICENSE #: JB175775
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square feet if area treated: JQd L/F
Percentage of solution:.06%
Date of Treatment: 13 .6
Footing
Ist Treatment
Re -Treat
Driveway
1st Treatment
Re -Treat
Other
1st Treatment
Re -Treat
Chemicals used: BASELINE
Total gallons used:
Time of Treatment: !1 '
Slab
1st Treatment
Re -Treat
Pools
1st Treatment
Re -Treat
Perimeter for Final Inspection
PAUL LUGARA /o:amue.°°e.nanP aoaw m 8-11-2016
Signature of Exterminator Date
Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled Inspection will fail and a re -inspection
fee charged.
FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistantjobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copy for the person the pennit is issued to and another copy for the building permit files The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of
protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
Revised 7/24/2014
I
I
♦ CONCRETE DISPATCHERS:
MIAMI-DADE: (305) 264-7101 DEERFIELD: (954) REC3Ej l _ ;D
It
The On Time Concrete Company"®BLOCK PLANT (305) 805-3226
I' `uI,I'gpCENTRAL CONCRETE SUPERMIX, IN@, - `Af�tOt�
CUSTOMERNO:-. DELNERYTICKET OATS
MAIN OFFICE: 62-3 S.W- 74th AYe. •Miami, FL 33155 ���
PHONE: OFFICE:
4300 50 • FAX2(303) 267-0698 'KGORPRRq 14=1206235'^'103/09/Ifi'-
SERVING MIAMI-DADE, BROWARD AND PALM BEACH COUNTIES
DELIVERY.ADDRESS
k
-K GORDON-.CONST. INC,.DBR: PRRRDISEHOMES'
8012. LINKS WRY -PORT ST. LUCIE::.:
.F..5:_NW .t0ERCANT_=--PERDE•--' '—_ --
-VARI'OUS'JOBS.'
POWTL ST,.LUCIE ..-.} FL:: 349664-:_ _
PO'#1
,C.' 'N 1'6H ...-
PROJECT Or 1:4997 >...
MRPgGEe;l.'.,CRZ35 LOT/BLOCKS R8522ID22:<,
,4FEB�T+RUCTIONSe::'1)EBRICK .7,-72-631d0509 - .,.,..
'•AUANT:ITYa
RIPTION:: .. -.} --
PRICE- -
UNIT;
,...'.EXTENSION, ---
_. 10.00a.
3390:- ,:.. 3000. PERROCK,'PONPMj.X'-xjl_
I`
-_ ..
Cy
`FUEL'.SUR
,.
ENV -FEE....
IA,IN Sus'-e PEns.
EMMUNLOAOINO THE CHAPGE y
X$T.gD e
'6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE*
SLUMP
THIS DELIVERY TOTAL 10.00 CU.YDS.
AMOUNT
4+/-1 '
in
OF YOUR ORDER FOR .._ -20.'00r-'.CU. YDS.
TAX
CUSTOMER OR HISAGEMASSUMES FULL RESPONSIBILITY FOR STRENGTH ANWOR
1: •.
PcacnvNANCE OF ANY CONCRETE PLTCEO ABOVE DESIGN SLUMP OR WHEN
Yf -ADDED. WATERADDED D YES ❑ NO __GLS.
ARI'V/ED,;(ONJOB:.: :)STAflTEO UNLOADING-
-41NISHED UN.LOADING'--.
^LEAVING THIST.JOB. •.,
..:TOTAL3IMU
An r: JC�
�O,"C)
.O�a
SUBJECT TO THE TERMS, CONDITIONS AND "CAUTION" WARNING LISTED ON BOTH THE
FRONT AND BAC THIS TICKET.
'..:..TBUCKdrr
1DflIYER.,. ; :-_
acknowletlga Thal have to d accapled the materials listed on this it chat. I
understand and agree to ih t ms on th the front and back of this ticket.
RECEIVED BY: X
' 160a ':
OBSDN TDMMY
CONCRETE DISPATCHERS:
7;I1
MIAMI-DADS: (305) 264-7101
2016 DEERFIELD: (954) 480-9333
BLOCK PLANT: (305) 805-3226
"The On 77me Concrete Company'® ���f ����y{�yyq��(�g��N ��;�}�,�
CENTRAL CONCRETE SUPERMIX, INCT' '.f.'1'ENK��1111[lyllmllWN114" C .
MAIN OFFICE: 4300 S.W. 74th Ave. Miami FL 33155
PHONE: (305) 262-3250 • FAXi (305)'267=0698
SERVING MIAMI-BADE, BROWARD AND PALM BEACH COUNTIES
CUSTOI'dER ND: �-
DELIVERY TICKET.
DATE
'KGORRgE2q �.i4-1206271
_
03/09P16
... ::`sDLo To, ? :' :: •..'.'
:. r ,.: DELIVERY DDRESS},-
,K SORDONsGON6L.INr-,DBX PRRRD.ISE HOME6;��
8012. LINKS WAY�POR7 STLUCIE::
VAR_WUS .JOBS
PORT��ST:•LUCI E _ FL: 34986:_
:DRDERit. Uf8.... .. --� .
P.ROJECT.,$: .. -14997 .?; •..
MFlP.':.PRGEY.,: CRZ35'-LOT/BLOCK'LJT8522022',,...
�,,1NSTRl]L7ION5'T .:DERRICK. 7<72ob31=.0509 -,
UNITS...,:
,': WMENSION;:._.b.
:. 10-00:
33901'-.... 3000. PERROCKe PUMR..MIX„,N:.
Cy
FUEL SUR
..._
ENV FEE
MINNE9 PLLOwne,ETImE' PEn NINVIE
E%TnAUNLOnnINGTME CHAgGE
X$1.00 —
'6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE*
SLUMP
THIS DELIVERY TOTAL 20.00. CU. YDS.
AMOUNT
TAX
in
OF YOUR ORDER FOR-.20.c00... CU. YDS.
CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR
'''•
PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN
♦
GT'4A1:e I+ A
WATERISpDDED, WATERADDED O YES O NO GLS.
�J,N'S��
SUBJECT TO THE TERMS,
FRONT AND BACK OF
LISTED ON BOTH THE
DRIVER '
I acknowledge that I haver d accepted Ne materials Ilsted an this ticket, I
understand and agr on Bath the hoot and beck of this ticket.
RECEIVED BY: X
. -307
draand DUDPl
•%i �CONTRODs l:'. 10 LOADING POINTS AT 7 MIAMIAADE, BROWARD AND S. PALNBE H COUNTY PLANTS TO SERVE YOU
IELD///BETTER ,177:.CONT t L-?., 10 LOADING POINTS AT 7 MIAMI-DADE, BROWARD ANDS. PALM BEACH COUNTY PLANTS TO SERVE YOU//(BBJJE''77ER
a x4 PRODUCERS AND SUPPLIERS OF QUALITY READY CONCRETE AND OFNCRETE SLOCK _r s• a4 PRODUCERS AND MIAMI -AIRPORT-
PLIERS OF QUALITY READY MIXED CONCRETE ANDCONCRETEBLOCK'Rr
ERFIELD
4- 38067 1. 4- 38069
g,o' NRMCA IMVl NRMCA
OFFICE COPY ^� OFFICE COPY
v-}gam".-•t:"{a'��dT a` -
z13
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
Building and Code Regulations Division
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Paradise Homes Group will be using the following sub -contractors for the
(Company/Individual Name)
project located at 8012 Links Way PSL, FL 34986
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
Comfort Control
EC0002563
Plumbing
Jensen Beach Plumbing
RF11067372
HVAC/
Coastal A/C
CAC058137
Mechanical
Roofing
RHI Roofing
CCC1328984
Gas
Pa k,%f— co�-gnt'
`d.S6 o a.
Revised 07292014
PERMIT # ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if applicable): &_ Q9Q�5�67j
ComPe,&T C o-,I—xt e- zc-ftff 0 CfS have agreed to be the
(Company Name/Individual Name)
,zLt-e-TAf C*tL_ Sub -contractor for Paradise Homes Group
(Type of Trade) (Primary Contractor)
For the project located at 8012 Links Way PSL, FL 34986
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00)
BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License)
NOTARIZED SIGNATURES ARE REQUIRED
Business Name: tn=YMG:�'CT' CoNTX�oL
Address: /Sol S�Lj 31c:tMa22 !91
City/State/Zip: fd'GT Sr -Z�`f-o r-"- �' 'F&3
Phone: 77z %B-- 9d/6 • CCSPu CiM"C— Cdn^
C�� A&d&L� .L�l G 6,6 L43AT1 : flG07 Z�� / /,c>fi._ 0527 24,1(c
SIGNATUR PRINT NAME DATE
STATE OF FLORIDA, COUNTY OF
THE FOREGOING INSTRUMENT T WAS SIGNED BEFORE ME THIS DAY OF fl�✓�i 20 ILP
BY C�Y-'I''C. Oa `r � kI - WHO IS PERSONALLY KNOWN X OR HAS
PRODUCED
SIGNA-rugE OF NOTARY PUBLIC
SLCPDS: 08/06/2014
AS IDENTIFICATION.
(STAMP)
PRINT NAME NOTARY PUBLICCMOF NOTARY PUBLIC
,�V Trace PuMk soola Florida
r Tracey R Mascots
My eommieekn EE 193340
�„ EaPimsoan6l2ot6
PERMIT # 15 —OHO 2 1 5 ISSUE DATE
PLANNING & DEVELOPMENT SERVICES'
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number. 24654
State of Florida Certification Number (ifappiicable):
Jensen Beach PIUmbing
(Company NameAndividual Name)
FL#RF11067372.
have agreed to be the
Plumber Sub -contractor for Paradise Homes Group
(Type of Trade) (Primary Contractor)
For the project,locatedat 8012 Links Way PSL, FL 34986
(Project Street Address or Property
It is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice, (Form: SLCCDY (No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
NOTAR17.ED SIGNATURES ARE REQUIRED
Business Name:
Address: 1086 NE Industrial Blvd
City/State/zip: Jensen Beach, FL 34957
Phone: 772-225-6600 email: renee-bplumbing@bellsouth.net
Lonnie Culberston 01/27/2016
IGNATURE PRINT NAME DATE
STATE OF FLORIDA, COUNTY OF 17?a e,4 v�
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS a7 DAY OF JA r l 20 Ko
olk Q BY L_oYAbjj sc,/) WHO IS PERSONALLY KNOWN ✓ OR HAS
PRODUCED AS IDENTIFICATION.
F '° A � JA"y ILSON
0.0 r MY COMMISSION#FF159777
SI ATURE NOTARY PUBLIC PRINT 'NAME OF NOTARY PUBLIC ' .,,a % "PlneS Novo
Nar, �aa n�Fa tuber 8, 2018
SLCPDS:08/06/2014 --- FlcrineNolaryseMoe.
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
• , Building and Code Regulations Division
BUILDING PERMIT
CHANGE OF SUB -CONTRACTOR AGREEMENT
Paradise Homes Group am requesting a change of sub -contractor
Main Qualifier Name
From Comfort Control AC to the new contractor listed below.
Existing Sub -Contractor Name
New Sub Contractor Information:
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable):
Coastal A/C
(Company Name/Individual Name)
CAC058137
have agreed to be the
HVAC Sub -contractor for Paradise Homes Group
(Type of Trade) (Primary Contractor)
for the project located at 8012 Links Way
(Project Street Address or Property Tax ID #)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
Business Name:
Address:
City/State/Zip:
Phone:
Paradise Homes Group
575 NW Mercantile Place #109
Port St Lucie FL 34966
772-621-4663
email:
Karen Gordon
PRINT NAME
STATE OF FLORIDA, COUNTY OF St Lucie
1 /29/16
DATE
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 29 DAY OF January 2016
BY Karen Gordon
WHO IS PERSONALLY KNOWN X OR HAS PRODUCED
Valid I AS IDENTIFICATION.
.ups cxasev
y James Clasby M- NOT
oWORlw►
SIGIVATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBL . • Corraw FF09440E
Fxpirm yQM WIS
OFFICE USE ONLY:
PERMIT # ISSUE DATE
iLCPS: I1-27-2013
PERMIT# 15 - 0 8 0 215 ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BURDINGPERMIT
SUB -CONTRACTOR AGREEMENT
18534
St. .Lucie .County .Contractor Certification Number;
State of Florida Certification Number (ifappliwbte):
CAC058137
Coastal Heating &.Air
to be the
Sub -contractor for Paradise Homes Group
(Primary Contmetor)
For the project located at 8012 Links Way PSL, FL 34986
or Property Tax ID 1I)
It is understood that if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: sLCCDv (No. 004-00)
BUSINESS QUALIFIER (Name of dw Individual shown on ft Contractor's License)
NOTARIZED SIGNATURES ARE REQUIRED
Business Name: (
Address:
City/State/Zip: ` A ('A,L>1�
Phone: emm,il:
IA_ PRINTNAME t DATE
STATE OF FLORIDA, COUNTY OF
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OFy CiN� . 20�
BY RlkI" CQSI Ak o WHO IS PERSONALLY KNOWN ORHAS
PRODUCED AS IDENTIFICATION.
t(�Ile Staleot Florida
IMI � . INS u4R1� u i S21"ia
2 J My Commission w 84B648
SIGNA OF NOT Y? BLIC P NA OF NOTARY PUB— LIC T 9wnf E *puss It/t4f2ote
SLCPDS: 08/06/2014
PERMIT �! ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
.o
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certitication.Number (Irapplicable): _a"ZOO
7
e 9 D,
For the project located at
have agreed to be the
Name) '
Sub -contractor for Paradise Homes Group
(Primary Contractor)
8012 Links Way PSL, FL 34986
(Project Street Address or Property Tax ID q
It is understood that, if there is any change of status regarding our.participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by tiling a
Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00)
BUSINESS QUALIFIER (Name ofthc Individual shown on the Contractor's License)
NOTARIZED SIGNATURES AnRE yREQ(�UIIRED
Business Name: 1, 4-11 hl 0-AS-NCfi
Address: �1 OkA 1� �; -I �
City/Slate/Zip:
Phone:
email: TK1tY1_ISQ, Vah {�
l�'V2Vu/1 /tlef L&4
SI NATURE PRINT NAME
STATE OF FLORIDA, COUNTY OF ?AWD
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS aP DAY OF
BY
71�(
DATE
20A�p
OR HAS
PRO UCED AS IDENTIFICATION.
(STANIP)
S 'N, 'URF, OF NOTAR PUBLIC PRINTNAIVIE OF NNOTARV PUBLIC
SLCPDS; 08/06/2014
STEPHANIE NATALIE OCNILU
•'• N MY COMMISSION tt EE880981
EXPIRES Mamh 05. 2017
ta01009-0Da Rp i�
PERMIT # 15 - 0 8 0 215 ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 25602
State of Florida Certification Number (If applicable):
Paulie Pr
have agreed to be the
(Company Name/Individual Name)
GAS Sub -contractor for Paradise Homes Group
(Type of Trade) (Primary Contractor)
For the project located at 8012 Links Way PSL, FL 34986
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00)
BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License)
NOTARIZED SIGNATURES ARE REQUIRED
Business Name: PAULIE PROPANE AND NATURAL GAS SYSTEMS INC
Address: 4100 SE SALERNO RD
City/State/Zip:
Phone: /.
Stuart, FL 34997
i/ / L-bJ4-4i333 /email:
PRINT NAmV
7�—I
ATE
STATE OF FLORIDA COUNTY OF �/C—UC,1C_
THE F G ING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OFv2` 20
BY 6v�; Y�_ WHO IS PERSONALLY KNOWN OR HAS
PRODI All liV AS IDENTIFICATION.
r\ � 0_ _ � (STAMP)
SIG14ATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC
SLCPDS:08/06/2014 JAMES CLASBY
NOTARYPUBW
STATE OF FLORIDA
Cm" FFMW M
Expires Z20/2018
PERMIT # i I ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
WELDING PERM][T
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number- ^A0Q-47!t
State of Florida Certification Number (if vplimbler
(Type of Trade)
For the project located at 8012 Links
agreed to be the
Sub -contractor for Paradise Homes Group
(Primary• Contractor)
PSL, FL 34986
s or Property Tax ID 9)
It is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00)
QUALIFIER (Name of the Individual shown on the Contractor's License)
NOTARIZED SIGNATURES ARE REQUIRED
Business Name: e-
Address: '7)(7 A-w //, 29
City/Statelzip: np-c v >&/ ac� -6 ?i495�
Phone: 772-Z05- !EZ33 ennui: CdlieLlP�% @ remc�757� N��'
SIGNATURE PRINTNAME / DATE
STATE OF FLORIDA. COUNTY OF AL i f i n
THE FOREGOING L-4STRUMErvT WAS SIGNED BEFORE ME TMS 29 - DAY OF Gl h Lt CA I't�j20� �p
BY L Ct IG C a V O J ACi V) WHO I PERSONALLY KNOWN r // OR HAS
PRO _ _ CED AS IDENTIFICATION.
r �~ (STAMP)
.�t'Y' / G/GI'il'►'ltiy �' C1 Ci'f'I ��Z
SIGNATURE NOTARY PUBLIC PRINT NAME O NOTARY PUBLIC
LCPDS:08/0612014 ; y
TAMMY M SANCHEZ
iz �'t 'MY COMMISSION #FFIZIM55
"^� EXPIRES September 81, 201a
ap/l aea-0151 Florldallota Sar*.,e,oam
JOSEPH E. SMITH, CLEF:I, THE CIRCUIT COURT
AFrrR RECORDINO.REnJRN TO: SAINT LUCIE COUNTY
FILE a Doc TyPo: HC
OR BOOK PAGE -
RECORCING: -410.00
PERMITNUMBoaz
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapter 713,
Florida statutes.the followinginformation is provided in the Notice of commencement.
1. DESCRIPTION OF. PROPERTY (Legal description and streetaddress)TAX FOLIO NUMBER: 3327-707-0047-0004
SUBDIVISION —BLOCK —ma TRACTnfa LOT43 HLDGma- UNITNa
POD 26 AT THE RESERVE PHASE 1.CYPRESS POINT LOT 43
2. GENERAL DESCRIPTION OF IMPROVEMENT: NIP"J SFA h Peolli 1yA5 lints
3. OWNER INFORMATION: a. Name OwenFaughey
b. Address 4 Dartmouth St Forest Hills, NY 11375 Owner
a interest in propcnp
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Paradise Homes Group 575 N W Mercanale.Place 0109 PSL. FL 34e96
'.'SURETY'S NAMES ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: I)Ii}
7. Persons within the State of Florida designated by Owner upon whom noticesor other documents may be served as provided by
Section 713.13 (1)(a) 7 , Florida Smtutes;
.NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself. Owner designates the following to receive a copy of the Licnor's Notice as provided in Section
713.13.(1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expirationdate_ is I year from the date of recording unless a different date is
specified) _, 20_
Print Name and Provide Signatory's Tille/Offiice
Owner's Authorized
State of Florida
County.of S4- L W r
The foregoing instrument acknowledged before me this 'i z day of d titi- k _ 20 )1
By as— V,rt.... Ca,.c.o , as t w Y04
(Name of person) (Typeof authority... e.g. Owner, officer, trustee, attorney in fact)
For
(Name of party on behalf of whom instrument was executed) Personally Known ✓ or produced the following type of ID:
tin?h ,{ DAVID PAOLETTI ^
•: d} ComMsslonHFF153351 ( /l
Expires September2, 2018 f
,wrreou4rLnu
(Signu[ure of Notary Public) (Seal)
llJJnder penalties of perjury, I. declare that I have road the foregoing and that the facts in it are Rue to the best of my knowledge and
}lelief (section 92.525, Florida Statutes).
an. manowiRtt &go
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone:(772)462-1553 Fax:(772)462-1578
THIS IS NOT A RECEIPT
Permit Number: SLC- 1508-0215
Payment Slip
Online address: hUp://w .stiucieco.org/planning/permitUng.htm
Quick Links:
Permit Status Lookup
Online Building Inspection System
Daily Inspector Schedule
Permit Date: 01 October, 2015
BUILDING RESIDENTIAL
(SFR UP TO 2 FLOORS)
Contacts: Contractor Karen A Gordon / Paradise (772) 621 4663
Homes Group
Fax (772) 621-4664
Property Owner Catherine Condon (917) 7093132
Fax
Property Owner Owen Faughey (917) 7093132
Fax
Job Address:
8012 LINKS WAY
IMP0217-14
IMP0191-14
IMP0184-14
IMP0196-14
IMP0197-14
IMP0131-14
IMP0179-14
NPermi685
NBIMS651
NBPSur950
014-Impact Fee-Fire/EMS-SF
014-Impact Fee -Law Enfor-SF
014-Impact fee -Library -SF
014-Impact Fee-Parks-SFR
014-Impact Fee -Pub Bldg Corr -
SF
014-Impact Fee -Pub Bldg Other -
SF
014-Impact Fee-Road-SFR-
Mainland
014-Impact Fee-School-SFR
N-Permit Fee - Residential &
Commercial - New & Additions
N-BP BIMS
N-BP Surcharge - Permi685 -
Res & Comm - New & Additions
Amount Due:
$566.00
$209.00
$220.00
$1,558.00
$227.50
$113.50
$4, 804.00
$6,188.00
$2,810.39
$5.00
$42.16
NBPTru1009 N-BP Trust Surcharge -
Permi685 - Res & Comm - New $42.16
SK & Additions
' Y��+ Total Unpaid Fees: $16,785.71 r
1" 10/1/2015 10:28:48 AM
Jan 2816 09:17a Jensen Beach Plurni 772-225-6779 p.2
RECEIVED JAN 28 2016
PERMIT #
50A - to N5
• 1 ISSUE DATE
��.. PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
ath ?nZm W'uw"
NU ri
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 246554
State of Florida Certification Number (If applicable):
FL#RF11067372
Jensen Beach Plumbing have agreed to be the
(Company Name/Individual Name)
Plumber Sub -contractor for Paradise Homes Group
(Type of Trade) (Primary Contractor)
For the project located at 8012 Links Way PSL, FL 34986
(Project Street Address or Property Tax ID 4)
it is understood that, if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Deparhnent of St. Lucie County by filing a
Change of Sub -contractor notice. (Form: SLCCDY (No, 004.00)
BUSINESS QUALIFIER (I\tame of the Individual shown on the Contractor's License)
iti'OTAR,I.:rEDSRGNATURES ARE REQUIRED
Business Name:
Address: 1086 NE Industrial Blvd
City/State/Zip: Jensen Beach, FL 34957
Phone: , 772-225-6600
email: reneejbplumbing@bellsouth.net
Lonnie Culberston
FRINI- NAME
STATE OF FLORIDA, COUNTY OF-770.g,&,t
THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ai DAY OF
01 /27/2016
DATE
-.JG. n 20 /(v
BY-1C O(tL Q- �xrd`oK) WHO IS PERSONALLY KNOWN +�''� OR HAS
PRODUCED AS IDENTIFICATION.
77
A' I ' LI)LX-C? e."Y\_ J O-C (J Irl I /t,/ /i " :: a s:; dACLYIV F WILSOFd
PRINT NAME OF NOTARY PUBLIC ,� MY cCIMMIS81ory #FF15s»r
SIGNATURE' FNOTARY PUBLIC .�.e"' EXPIZ November 8, 2ot8
SLCPDS:08/06/2014(10:1 e'fW (p.i i
-�---... Flonrallomrvscnn,.,,_„_
�1
evelopment Services
,ode Regulation Division
A Virginia Avenue
ort Pierce, FL. 34982
,172)462-2172 Fax:(T72)462-6443
,?OPERTY INFORMATION
Address: 8012 Links Way
City / State / Zip: Port St Lucie, FI 34986
Parcel#: 3327-707-0047-00014
Zoning: PUD
REVIEW COMMENTS
RECEIVrD AUG 24 2015
1
Owner(s):
Catherine Condon / Owen Faughey
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 43 Block:
APPLICATION INFORMATION
Permit Number: 1508-0215 Stories:
Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS)
CONTRACTOR INFORMATION
Contractor Name: Karen A Gordon
Business Name: Paradise Homes Group
Business Addr: 575 Nw Mercantile Place # 109
City / State / Zip: Port St Lucie, FI 34986
REVIEWS AND COMMENTS
Review Type
Status
ADDRESSING ASSIGNMENT
COMPLETE
Comment:
DOCUMENTS MISSING
PENDING
8/13/2015 Comment:
ELECT AGREEMENT
8/13/2015 Comment:
PLUMBAGREEMENT
8/13/2015 Comment:
ROOF AGREEMENT
8/1312015 Comment:
HVAC AGREEMENT
8/13/2015 Comment:
GASAGREEMENT
ENVIRONMENTAL REVIEW
PENDING
Comment:
FRONT COUNTER REVIEW
COMPLETE
Comment:
PLANS EXAMINER REVIEW
PENDING
Comment:
ZONING REVIEW
PENDING
Comment:
8/14/2o15
Reviewed By
Lydia Galbraith
Dawn Milone
Dawn Milone
Lydia Galbraith
Date Started
8/14/2015
8/13/2015
8/1412015
Automatic Sprinkler System? No
Fax Number: 772-621-4664
Email: Karen@Paradisehomestl.0
om
Date Completed
8/19/2015
8/13/2015
Date Released
8/19/2015
8113/2015
OFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
1.
2.
LOCATION/SITE
ADDRESS:
PERMIT # 5�0 ' b z I
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
n
DETAILED DESCRIPTION OF PROJECT
REVISIONS: l �i10 n
RECEIV=D AUG 24.1015
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C� I I S I ST. LU
BUSINESS NAME: St
QUALIFIERS NAME: r
ADDRESS: Gf
CITY: STATE:
PHONE (DAYTIME): '7 i Z - 359 FAX:
4.
OWNERIBUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINE R INF/ORMATION:
NAME: Oh.EI'1 e
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
COUNTY CERT. #:
ZIP:
ZIP:
ZIP:
FAX:
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
Building and Code Regulations Division
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
Paradise Homes Group will be using the following sub -contractors for the
(Company/Individual Name)
Project located at 8012 Links Way PSL, FL 34986
(Street addressor Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately. advise the Building and Zoning Department of St Lucie County. _
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
nn /1
l 111v��I �Z(2J
�O(YJZ5�O3
Plumbing
_ �CiA� ! �Il bl (l�
:7LC,5Q4(05
HVAC/
L0MF-00C ,ro 1
GAGc�ZH3��
Mechanical
Roofing
Gas
"f�41
OFFIr�pCE USE `ONLY
PERMIT J _��� ISSUE DATE:
NUMBER: I
"M
Revised 07/292014
PERMIT MINI RER,
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida sialmes the fallowing information is provided in the Notice of commencement.
I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3327-707-0047-OD0 4
SUBDIVISION BLOCK"/a TRACT"/a I.OT43 BLDO"ia UNIT Na
POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 43
2. GENERAL DESCRIPTION OF IMPROVEMENT: Nar.J 5SER , r)oola e0yA- I nGs
3. OWNER INFORMATION: a Name Owen Foughey
b. Address 4 Dartmouth St Forest Hills, NV 11375 c. interest in property Owner
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME ADDRESS AND PHONE NUMBER: Paradise Homes Gmap 575 NW MsnaaAe Piece 0109 PSL. FL 3ee85
5.SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: a!A'
6.LENDER'S NAME. ADDRESS AND PHONE NUMBER: A,A
7. Persons within the State of Florida designated by Owner upon whom entices or other documents may be served as provided by
Section 713.13 (1)(a) 7.. Florida Statutes:
NAME, ADDRESS AND PHONE. NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) 20�
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized ODicer/Direct r/PartnedManoger
State of Florida 1
Cauntyof � LAMP p
The foregoing instmmdni s ackmailedged before me this I2 duynf H1tiC 4.S'i- ,201�
Rv h,,a, C'OLx-t .as OltY1¢t-
(Nameofperson) I (Typeofauthority... e.g.Owner, officer. trustee, auommy in tact)
For
(Name of pant on behalf of whom innmmem wm' executed) Personally Known_ or produced the following type of ID:
DAVID PAOLETTI
} Canmiselon 6 FF 153351
i jf7 Exptee September 2, 2018
a.w,x.rrra.u.msunu
(Signature o(Notary Public)
Under penalties of perjury. I declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and
belief (section 92.525. Florida Statutes).
$a aysmmhRemraen STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OFACOPY. � n
ME
E. SMITH, CLERY,
�• ciBc
g%tTE: 1 c� I
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LAND AFFIDAVIT
I, the undersigned, am the owner of the following described property,
Parcel ID: 3327-707-0047-000-4 (8012 Links Way, PSL, FL 34986)
(Parcel Id#/Legal descripfion/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
Owen Faughey
Prop Owner Name Please Pr'�t)
rr ert ,,VMi tal A Date
STATE OF FLORIDA, COUNTY OF ST 1 d r. 7D
ACKNOWLEDGED BEFORE ME TIES_ DAY OF 20' S
BY wM'�' f—C(XC( WHO IS PERSOSiALLy KNO]y�lTO ME C--) OR WHO HAS
PRODUCED
UG X4NOT Y PUBLIC
COMMISSION NUMBER
SLCPDSD Revised 04/112011
AS IDENTIFICATION.
,.tis7.'eSy;: DAVIDPAOLEF I153351
TYPE R•P P ms September
l k4,„ :� gyiEMlNUTml Finlnfsaru "1018
(SEAL)
JOS?PH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4068826 OR BOOK 374!, ','?AGE 681, Recorded 05/13/2015, 09:33 AM
Doc Tax: $630.00
Prepared by and Return to Diane Palm,
an employee of First Intemational'ritle, Inc.
is
to Owen Faughey and Catherine Condon, Husband and Wife whose address is: 4 Dartmouth St.,
Forest Hills, NY 11375 hereinafter called the "grantee":
(Which terms "Grantor" and "Grantee shall Include singular or plural, corporation or individual, and either sex, and shall include
heirs, legal representatives, successors and assigns of the same)
Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other
valuable c se . convey a fpt wh
6nfirmf unto t&!, ackno�dgedrbert rants Saate in S1sells
alien
remi releases, cgnvev and nfirms unto th grente ,ail that certain la si uate in S . Lu 'e
to
)rdod in Platt Book 6, Palte(sp 1,1A o 1C ofI he PublicCY�f to ordlN s o�rdi cie County,
Parcel
Parcel
The land is not the homestead of the Grantor under the laws and Constitution of the State of Florida
and neither the Grantor nor any person(s) for whose support the Grantor is responsible reside on or
adjacent to the land.
Subject to all reservations, covenants, conditions, restrictions and easements of record and to all
applicable zoning ordinances and/or restrictions imposed by governmental authorities, if any.
and to Hold, the dame\ln fee simple
And t rantor hereb ovenan with said g tee tha the grantor is lawfully seiz4 of said land
fee simple; a grantor has good n and lawful authority to sell and convey said land; that the
grantor hereby fully warrants the title to said land and will defend the same against the lawful claims
of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing
subsequent to December 31st of 2014.
r ORpOOK 3745 PAGE 682
In Witness Whereof, the grantor has hereunto set their hand(s) and seal(s) the day and year
first above written.
Dinnennan
sealed and_deHi(�redYn our
Witness Signa /
Print Name: 1W lY 0.
State of FLORIDA
Countyof Si. WCIE
my wmmission expires:
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2165 Fax 772-462-6443
Request for 30-Day Temporary Power Release
Date: Permit Number&7116-_Og
Project Address: 8012 Links Way
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED
PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS
AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose only, and there will be no
occupancy of any type, other than that permitted by construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement,
including Building Division Policy, which is incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day
Power for Testing" have been fulfilled and the premise is ready for compliance inspection.
4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating
the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if
the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift
the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM
ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT
OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE
DISCONNECTION OF EL�RICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT.
RECEIVED Jlll, 07 MI6
ti ►. ,
`The On Time Concrete Company" ° ,
�r CENTRAL CONCRETE SUPERMIX, INC. -.
CONCRETE DISPATCHERS:
South Dispatch: (305) 264-710-( ` North Dispatch: (561) 826-936,A,
Block Dispatch: (305) 805-3226 '
W W W.SUPERMIX.COM
MAIN OFFICE: 4300 S.W. 74th Ave. • Miami, FL 33155"'
PHONE: (305) 262-3250 - FAX: (305) 267-0698
_'-oal"zs�
IlQ�IQ! iiQIQ BQII QQlQ!lIQQI IIQI! �QIQi iQll IDQI
CUSTOMERNO.
DELIVERY TICKET
DATE
�•,,Wi1-'OHIA
1 -1 1 1r'o11O)A
4r.'•r1-, li,
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
SOLD TO DELIVERY ADDRESS
}.• L;!!1,'IrUt! ! f H I=. i t [ �C' 1)i;t"1 I-' APIit)'I �,I- Wi iV !'(I{:-t S I i. 1 H_ 1 F-
!y IV'•I 61LRC tl'J1 LL F't 1-2(E JF1W1UtI 11I}S,
i'tifll ,i 1'Ut� ,F1 ='1'I {i PE, 1:;: ..
f.t./s7�k{, r': F'NlLJF1' 1 ... ) y•ay,,
Ir111-' L� J(;Ln ( :% ♦! I >1 ti 4`. mt�� •:+(.0_
]I1�IIr'!(_ITL1ltis DEHRII;k
QUANTITY
ITEM
DESCRIPTION
UNIT'
PRIDE
EXTENSION
1 0. L9r"
C='-,LT0 h`FGI h k-IR N I :' '1 [6i
r ..
IU, 100
1- 1
1- 1 NF.i'f-IH LH i -''I Lt' 1:'1
D
i-i �F1 `,I lhr
t It t FrLg°
Ie98339iyk-
MINUrES ALLOWABLETIME' PER MINUTE
EXTRA UNLOADING TIME CHARGE _ X $1.00 _
_
'
`6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE y
SLUMP
THIS DELIVERY TOTAL .I,I rnrn CU. YDS.
AMOUNT
;t• 1
TAX
n
OF YOUR ORDER FOR n .Idr CU. YDS.
CUSTOMER OR HIS AGENT ASSUMES`FULL RESPONSIBILITY FOR STRENGTH AND/OR
PERFORMANCE OF ANY CONCRETE PLACED ABOVFyDESIGN SLUMP OR WHEN
• +
WATER IS ADDED. WATER ADDED ❑YES ❑ O GLS.
TIME ARRIVED ON JOB
STARTED UNLOADING
FINISHED UNLOADING
LEAVING THIS JOB
TOTALTIME
SUBJECT TO THE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
TRUCK DRIVER' I acknowledge that I have received and accepted the materials listed on this ticket. I
understand and agree to the terms on both -the front and back of this ticket.
`mat•}.,^•�.,, (4q.al1 l'at /rlt llurj RECEIVED BY: X
CONTROL
...
0 W Ioa��
�`
MIAMI • DOWNTOWN MIAMI- WEST MIAMI • AIRPORT • OPA-LOCKA • MEDLEY • PERRINE • PEMBROKE PINES
DEERFIELD • BOCA RATON •.RIVIERA BEACH • STUART • W. BROWARD • FT. PIERCE• E. BROWARD. DELRAY
/%%'�
Irl(
') 4
PRODUCERS AND SUPPLIERS OF QUALITY LADY MIXED CONCRETE AND CONCRETE BLOCK
DELIVERY COPY
NRMCA
��
CAUTI M FRESHLY ' iIXE EMENT, MORTAR, CONCRETE OR
GROUT MAY CAUSE SKIN INJUR . AVOID CONTACT WITH EYES WHERE
POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY WITH WATER.
IF ANY CEMENT MIXTURES GET' -INTO EYES, RINSE IMMEDIATELY AND
REPEATEDLY WITH WATER AND GET PROMPT MEDICAL TREATMENT
SAWING, OR GRINDING OF CONCRETE, MASONRY UNITS MAY RESULT
IN THE RELEASE OF DUST PARTICLES WHICH, WITHOUT THE USE OF
PROPER EYE OR RESPIRATORY PROTECTION, COULD 'CAUSE EYE OR
NOSE IRRITATION. THE MATERIAL SAFETY DATA SHEETS FOR THE
PRODUCTS SOLD BY CENTRAL CONCRETE SUPERMIX, INC. ARE
AVAILABLE UPON REQUEST.
CONCRETE EXCEPT UNDER THE TRUCK'S OWN POWER, AND WHERE
SITE CONDITIONS PERMITTHE SAFE AND PROPER OPERATION OF HIS
EQUIPMENT. DRIVERS ARE NOT PERMITTED TO ADD WATER TO THE
MIX NOR TO GO BEYOND THE CURB LINE, EXCEPT UPON THE
AUTHORIZATION OF THE PURCHASER/PURCHASER'SAGENTAND HIS
ACCEPTANCE OF RISK FOR ANY LOSS OR DAMAGE.
BUYER, OR HIS AGENT, AGREES TO ASSUME RESPONSIBILITY FOR
CONCRETE, AND ANY PROPERTY DAMAGE RESULTING FROM TRUCK
MAKING DELIVERY BEYOND CURB LINE. ALL CLAIMS MIDST BE MADE
AT TIME OF DELIVERY.
IF IT BECOMES NECESSARY TO BRING ANY ACTION TO COLLECT
AMOUNTS DUE ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE
FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED
BY VENDOR IN SECURING COLLECTIONS. INTEREST SHALL ACCRUE
AT 1 1/2% PER MONTH ON OUTSTANDING BALANCES.
ja15
4 `The On Time Concrete Company"
CENTRAL CONCRETE SUPERMIX, INC
CONCRpET E DISPATCHERS:
ZCCHEo S:
South
— l i��ldi 1i�l� lull BCl�111�9111�8� IIl�I �l111�91
North Dispatch: (561) 826-9364 -(CUgOMERNO.1
- Block Dispatch: (305) 805-3226
WWW.SUPERMIX.COM
DELIVERY TICKET .
DATE
i. rl ,;,
!
-
MAIN OFFICE: 4300 S.W. 74th Ave. • Miami, FL 33155
('�
1
a,
_ *;r4--',14H
+ , to ,
PHONE: (305) 262-3250 FAX: (305) 267-0696
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST LUCIE COUNTIES
SOLD TO DELIVERY ADDRESS
I' Oft{"d IJ>11
hitnl I-iFf{L'f-iiJ 7"(1 L- P1 IIt1- "fik}(111 !', r11tl�;
lit• it- q1-1-,'+_+,4L. Pi "Ic
i10A W, ih wl4iI 11 1 I
llJ;: ii'S J,- ! L1 IIw7, It{ I'RII I. !Ji= I- it
QUANTITY
ITEM
DESCRIPTION
UNIT
PRICE
EXTENSION
t ¢t„ 01 1
';-> ,'tit
'`'00 ' r-Oil o-+F' 1.4 1$ IJFi
r
F LL+t: kbl
F t Hl •-F•rlr.:�l i 1.'a i_, L'•; I_ ;'
e1)
gc:I;
I.V gc,8��9�4�tZ
- MINUTES ALLOWABLE ME' - PER MINUTE
' TI
_
EXTRA UNLOADING CHARGE X $1.00 =
*6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE*
SLUMP
THIS DELIVERY TOTAL �,rl. nvc CU. YDS.
AMOUNT
i
OF YOUR ORDER FOR in+A CU. YDS.
TAX
CUSTOMER OR HIS AGENT ASSUMES FULL. RESPONSIBILITY FOR STRENGTH AND/OR
PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN
®
WATER IS ADDED. WATER ADDED ❑ YES ❑ NO GLS.
-
TIME ARRIVED ON JOB
STARTED UNLOADING
FINISHED UNLOADING
LEAVING THIS JOB
TOTAL'TWM
SUBJECT TO THE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
1 acknowledge that I'have received and accepted the materials listed on this ticket. I
understand and agree to the terms on both the front and back of this ticket.
1 +1, r II.4'i' i.t-IIf•ib I RECEIVED.BY: X
CONTROL 21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
pIN(01" MIAMI • DOWNTOWN MIAMI • WEST MIAMI • AIRPORT- OPA-LOCKA •.MEDLEY • PERRINE •PEMBROKE PINES
14 - , > '�. DEERFIELD - BOCA RATON • RIVIERA BEACH • STUART • W. BROWARD - Fr. PIERCE • E. BROWARD • DELRAY
IMF PRODUCERS AND SUPPLIERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK NRMCA
DELIVERY COPY
CAUTIONH FRESHLY MIXED CEMENT, MORTAR, CONCRETE OR
GROUT MAY CAUSE SKIN IN Y-"AVOID CONTACT WITH EYES WHERE
POSSIBLE AND WASH EXPO rb SKIN AREAS PROMPTLY WITH WATER.
IF ANY CEMENT MIXTURES GET INTO EYES, RINSE IMMEDIATELY AND
REPEATEDLY WITH WATER AND GET PROMPT MEDICAL TREATMENT.
SAWING, OR GRINDING OF CONCRETE MASONRY UNITS MAY RESULT
IN THE RELEASE OF DUST PARTICLES WHICH, WITHOUT THE USE OF
PROPER EYE OR RESPIRATORY PROTECTION, COULD CAUSE EYE OR
NOSE IRRITATION. THE MATERIAL SAFETY DATA SHEETS FOR THE
PRODUCTS SOLD BY CENTRAL CONCRETE SUPERMIX, INC. ARE
AVAILABLE UPON REQUEST.
SUPERIORX
`The On Time Concrete Company"®
CENTRACO NCR TEOSPAT�CHE SX,MIINC. IIQQIQI�iB!9i!Q11QQ1Q11lQQI!IQQ1f0!8QQ1fiQQ1
South Dispatch: (305) 264-7101
North Dispatch: (561) 826-9364
Block Dispatch: (305) 805-3226
(CUSTOMERNO.1
DELIVERY TICKET
DATE
WWW.SUPERMIX.COM
r
MAIN OFFICE: 4300 S.W. 74th Ave. - Miami, FL 33155
rl,
nuK C. /OnQ\ nnn OnGl1 _ CA V. /OAG\ now Henn
I I IVIVL. `JVJr GVG'JGJV - I ^. tJVJ/ GV/-VV.70 -
SERVING MIAMI—DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
SOLD TO DELIVERY ADDRESS
II;I Lfill I Ilit II ?I!' I'F'I� 1'e�lt�lul•,� INILIFI-i 001c 1 lllf'S ll(I fIt'NI L Ili II
I'll {•ih rl'riIJ 1 it I_ PI I -I-
it I ,,; 011WII I2,1 0`1e1'1
QUANTITY ITEM DESCRIPTION UNIT PRICE EXTENSION
.. _ t', ,-'%tt 1 '•{ t�l li i-:{{ hl l IL I I
LCf,:'C I Il:hit"I 1 r�l+li'IiI:•II L,:] IIl,I,I h)
I III' Fc,F
MINUTES ALLOWABLE TIME' PER MINUTE
EXTRA UNLOADING TIME CHARGE y _ = X $1.00
`6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE*
SLUMP AMOUNT
THIS DELIVERY TOTAL A , CU. YDS.
T ;
I �= OF YOUR ORDER FOR CU. YDS. TAX
CUSTOMER OR HIS AGENTASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR '
PERFORMANCE OF ANY CONCRETE PLACED ABOVE DESIGN SLUMP OR WHEN •
WATER IS ADDED. WATER ADDED ❑ YES ❑ NO GLS.
TIME ARRIVED ON
STARTED UNLOADING
FINISHED UNLOADING
LEAVINGTHIS JOB Y
TOTAL TIME
/JOB
SUB,IECTTOTHE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
DRIVER I acknowledge that I have received and accepted the materials listed on this ticket. I
.understand and agree to the terms on both the front and back of this ticket.
r.'''r:; ilr illU Sul i,(I tlrrl l RECEIVEDBY: X
CONTROL
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
e��e� ropF^
Vmo,PRODUCERS
MIAMI r DOWNTOWN MIAMI • WEST MIAMI • AIRPORT • OPA-LOCKA • MEDLEY • PERRINE • PEMBROKE PINES
DEERFIELD • BOCA RATON • RIVIERA BEACH • STUART • W. BROWARD - FT PIERCE • E. BROWARD • DELRAY
AND SUPPLIERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK
DELIVERY COPY
�,.�-y�
'Il1
'`l l
NRMCA
a.
CAUTION!! FRESHLY MIXED CEMENT, MORTAR, CONCRETE OR
GROUT MAY CAUSE SKIN III JURY. AVOID CONTACT WITH EYES WHERE
POSSIBLE AND WASH EXP€D SKIN AREAS PROMPTLY WITH WATER.
IF ANY CEMENT MIXTURES GET INTO EYES, RINSE IMMEDIATELY AND
REPEATEDLY WITH WATER AND GET PROMPT MEDICAL TREATMENT.
SAWING, OR GRINDING OF CONCRETE, MASONRY UNITS MAY RESULT
IN THE RELEASE OF DUST PARTICLES WHICH, WITHOUT THE USE OF
PROPER EYE OR RESPIRATORY PROTECTION, COULD CAUSE EYE OR
NOSE IRRITATION. THE MATERIAL SAFETY DATA SHEETS FOR THE
PRODUCTS SOLD BY CENTRAL CONCRETE SUPERMIX, INC. ARE
AVAILABLE UPON REQUEST
UNLOADING DRIVERS ARE PROHIBITED FROM DELIVERING
CONCRETE EXCEPT UNDER THE TRUCK'S OWN POWER, AND WHERE
SITE CONDITIONS PERMIT THE SAFE AND PROPER OPERATION OF HIS
EQUIPMENT. DRIVERS ARE NOT PERMITTED TO ADD WATER TO THE
MIX NOR TO GO BEYOND THE CURB LINE, EXCEPT UPON THE
AUTHORIZATION OF THE PURCHASER/PURCHASER'SAGENTAND HIS
ACCEPTANCE OF RISK FOR ANY LOSS OR DAMAGE.
BUYER, OR HIS AGENT, AGREES TO ASSUME RESPONSIBILITY FOR
CONCRETE, AND ANY PROPERTY DAMAGE RESULTING FROM TRUCK
MAKING DELIVERY BEYOND CURB LINE. ALL CLAIMS MUST BE MADE
AT.TIME OF DELIVERY.
IFjT BECOMES NECESSARY TO BRING ANY ACTION TO COLLECT
AMOUNTS DUE ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE
FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED
BY VENDOR IN SECURING COLLECTIONS. INTEREST SHAL-L.ACCRUE
AT 1 -1/2% PER MONTH ON OUTSTANDING BALANCES.'
wit
CI I'I I ►.�
00
p 'The On Time Concrete Company"
CENTRAL CONCRETE SUPERMIX, INC.
CONCRETE DISPATCHERS:
South Dispatch: (305) 264-7101
North Dispatch: (561) 826,9364
Block Dispatch: (305) 805-S226
WWW.SUPERMIX.COM `
MAIN OFFICE: 4300 S.W. 74th Ave. rMiami, FL 33155
H NE
.10
��'a9i�lIl�i�110l1B�1�111�ib��L�. ���19II1��1
CUSTOMER NO.
DELIVERY TICKET
DATE
r- O - (�05) 262-3250 • FAX: (305) 267-0698 .
SERVING MIAMI-DADE, BROWARD, PA,, BEACH, MARTIN & ST. LUCIE COUNTIES
SOLD TO 'y, DELIVERY ADDRESS
1. LdJ"l:li:: ii;%`-ij •I�.il_ ,� ,t , '•r.i �}iril' h111191-I, :�!411,'' I.ttd.`+i IIf31 rlllll� i i' .. t
, • ; + � !�I I ,•'l l ).1 i I V ; `-. I It 1){ 1 111 lti jl tl1}ti '
QUANTITY ITEM DESCRIPTION UNIT PRICE EXTENSION
if
v +
I
9 nei,? 99P18
MINUTES ALLOWABLE TIME' PER MINUTE.
EXTRA UNLOADING TIME CHARGE y _ = X $1.00 =
*6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE y
SLUMP AMOUNT
THIS DELIVERY TOTAL .. I, Irr7 CU. YDS. ,
OF YOUR ORDER FOR CU. YDS. TAX
CUSTOMER OR HIS AGENT ASSUMES FULL RESPONSIBILITY FOR STRENGTH AND/OR
PERFORMANCE OF ANY CONCRETE PLACED ,ABOVE DESIGN SLUMP OR WHEN •
WATER IS ADDED. WATER ADDED ❑YES ❑ NO GLS_.
TIME ARRIVED ON JOB
T STARTED UNLOADINGFINISHED UNLOADING LEAVING THIS JOB
Y TOTALTIME
W
:t
{ r
,rfi., t7;t
SUBJECTTO THE TERMS,. CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
TRUCK DRIVER I acknowledge that I have received and accepted the materials listed on this ticket. I
understand and agree'to the terms on both the front and back of this ticket.
RECEIVED BY: X
CONTROL,
Yi
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
MIAMI •DOWNTOWN MIAMI-WEST MIAMI • AIRPORT • OPA-LOCKA • MEDLEY • PERRINE - PEMBROKE PINES I/r/ j
DEERFIELD • BOCA RATON • RIVIERA BEACH • STUART • W. BROWARD • Fr. PIERCE -'E. BROWARD - DELRAY �l(
PRODUCERS AND SUPPLIERS OF QUALITY READY MIXED CONCRETE AND CONCRETE BLOCK NRMCA
DELIVERY COPY
CAUTIOM FRESHLY MIXED CEMENT, MORTAR, CONCRETE OR
GROUT MAY CAUSE SKIN INJURY. AVOID CONTACT WITH EYES WHERE
POSSIBLE AND WASH EXPOSED SKIN AREAS PROMPTLY WITH WATER.
IF ANY CEMENT MIXTURES GET INTP EYES, RINSE IMMEDIATELY AND
REPEATEDLY WITH WATER AND G4T PROMPT MEDICAL TREATMENT.
SAWING, OR GRINDING OF CONCRETE MASONRY UNITS MAY RESULT
IN THE RELEASE OF DUST PARTICLES WHICH, WITHOUT THE USE OF
PROPER EYE OR RESPIRATORY PROTECTION, COULD CAUSE EYE OR
NOSE IRRITATION. THE MATERIAL SAFETY DATA SHEETS FOR THE
PRODUCTS SOLD BY CENTRAL CONCRETE SUPERMIX, INC. ARE
AVAILABLE UPON REQUEST.
UNLOADING DRIVERS ARE PROHIBITED FROM DELIVERING
CONCRETE EXCEPT UNDER THE TRUCK'S OWN POWER, AND WHERE
SITE CONDITIONS PERMIT THE SAFE AND PROPER OPERATION OF HIS
EQUIPMENT. DRIVERS ARE NOT PERMITTED TO ADD WATER TO THE
MIX NOR TO GO BEYOND THE CURB LINE, EXCEPT UPON THE
AUTHORIZATION OF THE PURCHASER/PURCHASER'SAGENTAND HIS
ACCEPTANCE OF RISK FOR ANY LOSS OR DAMAGE.
BUYER, OR HIS AGENT, AGREES TO ASSUME RESPONSIBILITY FOR
CONCRETE, AND ANY PROPERTY DAMAGE RESULTING FROM TRUCK
MAKING DELIVERY BEYOND CURB LINE. ALL CLAIMS MUST BE MADE
AT TIME OF DELIVERY.
IF IT BECOMES.NECESSARYTO BRING ANY ACTION TO COLLECT
AMOUNTS DUE ON THIS INVOICE, PURCHASER SHALL BE RESPONSIBLE
)FOR REASONABLE ATTORNEYS FEES AND COURT COSTS INCURRED
BY VENDOR IN SECURING COLLECTIONS. INTEREST SHALL ACCRUE
AT 1 1/2% PER MONTH ON OUTSTANDING BALANCES.
The On Time
CENTitAC N'CRETE P TCHERS""' INC.IIIIIIIIIIIIIIIIIIIIIIIIIII1111111011
Bauth Dispatch: (305)26LYI01
North Oispakh: (5e116Pb-S366 •CUSTOMS �'FIO?.-'+OELIVPHT"C'7 GKETa "--+,.WA•6 ��. i'R:
Bock Obpalrh: (SG5)B0E322S
V Xuffr RMIXCOM
MAIN OFFICE: 4300 S.W. 74th Ave. • Miarni, FL 33155 KGORPARA 41-12m1042 02/26/ 16
PHONE: (305) 262-3250 • FAX: (305) 267-0698
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST LUCIE COUNTIES
K GORDON CONST INC DBR PARADISE HOMES 8012 LINKS WAY PORT ST LUCIE
575 NW MERCANTILE PLACE VARIOUS .
'PORT ST LUCIE ,FL 349BG PC #:
ORDER# 74 - PROJECT #:. 14997
\ITRUCTIONS: DERRICK 772-631-0509
10. 00 2590 2500 REGULAR MIX NA.
10. 00 FIBERM FIBERMESH 1.5 LB/CY
FUEL SUR f IBER' M
ENV FEE . j7 `L IcJ`
MAIN
INC. IIIIIIIIIiII IIIII IIIII IIII11111111111111IIIN
_10USTOME a10 [ EGI..ERYsTiCKE
4300 S.W. FAX: Ave. -Miami,
305) FL 33155 KGORPARA 41-1201050 02/26/16
98
annl-nADF. BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
K GORDON CONST INC DBA PARADISE HOMES
575-.1,I14 MERCANTILE PLACE
PORT ST LUCIE ,FL 34986
ORDER# 74
INSTRUCTIONS: DERRICK 772-631-050S
S012 LINKS WRY PORT ST LUCIE
VARIOUS JOBS
PO #e
PROJECT #s 14997
Cy
ea
10. 00
10.00
2590
FIBERM
P500 ,REGULAR MIX NA
FIBE4MESH 1.5 LB/CY
CY
ea
FUEL GUR
r
H
ENV FEE
i F'IBER ME
F
EMRAUNLOADINGt MECHARGE» -•" —
_ X61.00 v
SHORT LOAD CHARGE»
_ '6 MINUTES PER CU. YD. ALLOWED:......
P
THIS DELIVERY TOTAL 1m ma
CU, YDS.
AMOUNT
74+/-1
OF YOUR ORDER IFS0. 00
_CU. YDS.
TAX
CVSIOMFA OR NIS ApENIASSUME9 FUI1flESPONBIBIVTY R6TBENG ANDIOR
M :GN 61. R R.
PERFORMANCE.OF ANY CONCRETE PLACED
.
WATER ISADDED. IYATERADDED O YES NO
SUBJECT TO THE TERMS, CONDITIONS AND 'CAUTION"WANING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
:;;TRUCK 11 III I_IT"C I aeknowled6e that I have received and accepted the materiels listed on this ticket. I
understand and aeree to the terms oa both the front and hack DI this tieke
4477 ant E,nest RECEIVED BY: %
EXTflAUNLOPDND nMECHARDE * I""-� — c XS1.00 = I
-6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE* —
SLUMP
4+/-1
in
THIS DELIVERY TOTAL P0. m0 CU. YDS.
OF YOUR ORDER FOR — CU. YDS.
AMOUNT
TAX
CUSTOMER CH HISAGENTA66UMES FULL RE6PONSIBI IXi 6lRENGTHAND'EN
PaaORMAVLE OF ANY CONCRETE PULED AD DESIGN SLJ.IOIFj OR W.
WATERISADDED. WATERADDR) O YES NO ��
SUBJECT TO THE TERMS, CONDITIONS AND 'CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OFTHIS TICKET.
.., TdvQIG. pj- i „,.DRI9E=1undewand
I have receiYetl and accepMR:ted the materiels Ilsletl on this ticket. I
ree tDthe terms an both [he front antl backofthis ticket.
1608 OBSON TO
CONT OL ?'r:S
d •r•ry
"'�®®
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU SETTER
MPMI. DOWNMYM MWA•WOTMIMII•AIRPORT.•OPMIDCM' MEDLEY• PERRNE-PEMBROKE PINES
DEEP IE O•BOCARPNN•W EMBEACH•SNMT.W.BROWMD•RPIEPCE•EB90 UR0•DAL AY
PITH % AND SIIPPIITi60FOUALDYREADYMIXEDCONCRETEANDCONCf1ElE BLOCK
OFFICE COPY
////((//''
"l1C
•'-,;rAa CO ROL^',`•".i-
14- 21311
;
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
MIAMI. boY IGWN MIAMI•WESTMNMI•AIRPOflT-GPA.LOCKA-MEOIEY•PERBINE•PEMBBOKEPINE9'
DEERREID•BOCA RADON•BNIERABEACH,SNAR •W. BROWARO•FL PIFALE•EB OW AD.D AAY
PRODUCERS AND SUPRIFRSOF 9VAUlY READY M1'�DCONCRETEANDCONCREMBLOCK'
OFFICE COPY
'1NLpll�
qC
94 21310
w®
Me On Time
ete
Itc
ENTRAL CONCRrETE SUPETUX, INC.
CONCRETE DISPATCHERS: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIII
sow,Dlo,oah: (305)28F7101
NDMDispatch: (581)s2&D3d4 iCUSTOh1ERN0}%iDELIYEBX=0;2/26/16
RIAM 06G226WWW.SUPERMIXCOM
PMAIN HONE3ICE:05) 300 S.W.
• FAh Ave. - 267-0698 FL 23155, KGORPARA 41-1201
'ERVING MIAMI-DADE, BROWARO, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
K GORDON CONST INC IDEA PARADISE HOMER 11,012 LINKS WAY PORT ST LUCIE
575 NW MERCANTILE PLACE VARIOUS JOBS
PORT ST LUCIE ,FL 24986 PO #t.
ORDER# 74 PROJECT #: 14997.
TRUCTIONS: DERRICK. 772-631-0509
10. 00 2590 2500 REGLLAR MIX NA Ov
10.00 FIBERM FIBERMESH 1.5 LB/CY ea
FUEL 5UR' i FIBER*
ENV FEE
1
ve ci7
EXTMUMOADING mNEDHAPGE W X$1.DO
-6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE»
SLUMP AMOUNT
[THISELIVERY TOTAL Z0 00 CU. YDS4+/-1 •AX
inUR ORDER FOR 1G�� CU. YDS.
CUSTOMER OR HISAGENTASSUMES FULL RESPONSIBILRY MR STRENGTHANDGIR
PERFORMANCE OF ANY CONCRETE PLACED ABOVE OESIGN�yM�� OR WHEN
WATFALRAFFFR_ WATERADDED "ES O NO-(_[_L�GL3.
Y3e� I ,�L/p 1 1 201 I
SUBJECT TO THE TERMS, CONDITIONS AND'CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
+ '' jgl7GjtJ1^;' y �j %�.=: DHIVER,Eeti I ecknowledpe that I havej�.gqceived and accepted the materials listed on this ticket. I
ondersland end ag,e'.OAb4 terms the Irani and back of this ticket.
550$ aiardi MaSSiR RECEIVED BY: X YY
Itc'The On Time Concrete Compz ENTRALONCCRECEDEISPATCHEERRS "X•'"`''illill111111111�111111111111111111111111111f
South Dispatch: (005)2647101
Nonh VI.Patdhu (5M)MG-93",)„`USTOMERNO-,^.DECIVERi1TTCKEIS
Elod,Deotc: (305)8053226 -
NI,VWSUPERMULCOM
MAIN OFFICE: 4300 S.W. 741h Ave. • Miami, FL 33155 K,GORPARA 41-1201108 02/26/ 16
PHONE: (305) 262-3250 - FAX: (S05) 267-0698
Q=11IM11"_ Rnlanm_nAnF RRCIWAMn. PALM REACH. MARTIN & ST. LUCIE COUNTIES
r
n5 .s
K GORDON CONST INC DBR PARADISE HOMES
8012 LINKS WRY PORT ST LUCIE
575 NW MERCANTILE PLACE
VARIOUS SOBS
PORT ST LUCIE ,FL 34986
PO #:
ORDER# 74
PROTECT #: 14997
F,
INSTRUCTIONS: DERRICK 772-631-0509
=:OUANTITI� �:7TEf_.1-_ "o•- r.... DESCHIF'.1(61Li,.,....i;tr, �,lYNITr 3`A GE 9=EI,(TENSIUNS"
10.00.:. 2590 2500 REGULAR -MIX NA Cy
10.00 FIBERM FIBERMESH 1.5 LB/CY ea
FUET
ENV LFEER ! FIBER M.E . H i D'1fi "137,__;:.;
I
A111Wf6 AllfflnOEM'£ PFANPNIE
IXI6AlINLDAGINOTWEQl4RGE y _ XS1•G0 v
-6 MINUTES PER CU. YD. ALLOWED- ' " SHORT LOAD CHARGE»
SLUMP AMOUNT
THIS DELIVERVTOTAL 4E1_Am CU. YDS.
4+/-1 TAX
in OF YOUR ORDER FOR 50- Sim CU. YDS. �4
CUSTOMER HIS AGSM ONCRESEPLACESPONOV RSTRENGTH NOM
WHEN'K)5, 1X
PERFORMANCE R IS ANY ASSUMES PLACED ABOVE DTE6ICGN 6LUMP DR WHEN _MU:
WATER I6 ADDED. WATERADDED DYES 0'NOy,L, '4
353
3 LISTED ON BOTH THE
FRONT AND BACK OFTHISTICKET.
I acknMedoe that I have received and accepted the fs-Fisted on this Ucket. 1
understand and agree to the terms an b0 root and back of this ticket.
RECEIVED BY: X
90 .y
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
MIAMI•DOWMOWN MM.MI•WEBT MIPMI•AIRPORT•OPFLOCIW• MEDLEY FERRINE-PEMBROKE PINES
DE0.SELD•BOCARATON•RIVIEABEACH•STUART•W.BROWARD• FT.. PIERCE- EBIPJWARU• DELRAY
PROWCETd AND SUPPIIEI60F HIIAUIY READY MIXED CONCRETE AND CONCRETE BLOCK
OFFICE COPY
//77'/'
'1Il
NRMCI(
--
N'«nCDNFROLj;,—..'-;•
14. 21313
'�.,,�
11 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
MIAMI•DOWMOWNMIAMI•WESTMIAMI•AIRP T•OPA-=M'MEDLEY•PMRNE� PEMSRCKEPINES
DEEHFIUCERSAND SUPP ERSO GUALI6 UART•W.MEDC NC PIERCE• CONCRETE UCKCK
RiODUCERSAN05UPPDER50F flUAUN I>E4DYM0(ED CONCRETE AND CONCRETE fiIOCK
OFFICE COPY
(/jJ'
"`l
fTC
NAMG(
14- 21312
'-•
AQ The On rime Concrete Company'®
CENTRAL CONCRETE SUPERMIX, INC.
CONCRETE DISPATCHERS:
SvAn Dlepatch: (305)26d-Tot
NoshDIspaVk: (561)B2B938A
Block O'spa<ch (305)8053226'
VAYW.SUPFAMIXCCM
MAIN OFFICE: 4300 S.W. 74th Ave. • Miami, F1 33155
PHONE: (305) 262-3250 • FAX: (305) 267-0698
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST.. LUCIE COUNTIES
'CLIS'TOMEq�NCL
3?DELLVE�TIY SIC�KETs'3
_:9:"bATE",.=-'%
Y.GORPRRR
`41-1201135 �02/26/l6y
�` y✓Ai=:- - _v:„<_ 7 SOLE tO' .. ..
_.`p.•+. -.. :� .. ([jEL1,V21�YiA SiPEss.. t .;:.{"':.:'� k
K GORDON CONST INC DBA PARADISE HOMES
S012 LINKS WAY PORT ST LUCIE
575 NW MERCANTILE PLACE
VARIOUS JOBS
PORT ST LUCIE ,FL 34986
PO #t .
ORDER# 74 -
PROJECT #: 14997
rRUCTIONS: DERRICK 772-631-0509
=1 N'TITN._
. - ylIEM1
•;'OPSDgIPJlO .L.`�,_ �
, , I{NI
;a RICE;;
,Lt. E ON`..:
10.00
2590
2500 REIULRR MIX MR
Cy
10.00
FIBERM
FIBERME H
1.5 LS/CY
FUEL SUR
/e,
FIBER M
E
/`eea
S
ENV FEE
Y
�.O
miner
EMRAUXWAOING TIME CHARGE y
AILDWABLETMV
_ _
PFAMNUIE
X$1,00 v
-
-6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE»
SLUMP
THIS DEUVERYTOTAL sm_ mm CU. YDS.
AMOUNT
TAX
4+/-1
in OF YOUR ORDER FOR
90_ mm CU. YDS.
CUSTOMER OR HISAGENTASSUMES R ON5131 FOR STRE THANOI➢F
PERPoRMANCE OF ANY CONCRETE P ABCjL�1Di�E"ON S P Cfl WHEN
e
' `gin: t
WATERISPDDEO. WATEAACOED f'J"no
O.S.
SU UECTTOTHETERMS, CONDITIONS AND'CAUTION"WARNING LISTED ON BOTHTHE
FRONT AND BACK OFTHISTICKET.
.:°?: ::iTRQCIC[t: i%. _,'.'S�k•- OpNER,t:::r ;"_ I acknowledge that I have received and accepted the materials listed on this ticket. 1
understand and agree to the for son both Ne Iron( end back of Ihls ticke�
4477 t EFne9F. RECEIVED BY: X
®
'The On rime Concrete Company°e
'
CEM�CONCCRETEDSPAT`CHERSMIX,INC.
-A-r
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII• .
SoALDlspalch: (WC)28471U1
NDMDiepskIn (Mn)826938A
-CDS'f(IMER: b.
�;DECiVERY=��A
EIuk Diancel (335)8053226
MAIN OFFICE: 4300 S.W. 74th Ave.• Miami, FL 33155
IIGORPARR
41-1201
PHONE: (305) 262-3250 • FAX: (305) 267-0698
& ST LUCIE COUNTIES
SERVING MIAMI-DADE, BROWARD, PALM BEACH,
MARTIN
—_ -'wa:z v-, BD1D:'f11 ..t >, u.,,,. ,:..
v/ •• -. •.:t.��-.PELIVE 41?A6?S-..,n.: a=z'�taNf": -.
K GORDON CONST INC DDA PARADISE HOMES
8012 LINKS WAY PORT ST LUCIE
575 NW MERCANTILE PLACE
VARIOUS
PORT ST LUCIE ,FL 34986
PO #:
OR➢ER# 74
PROJECT #: 14997
INSTRUCTIONS: DERRICK-772-631-0509
1000 I2550
10:00 FIBERM
FUEL SUR
ENV FEE
EXUAUNLOADINGTIMEGINNOE y -I
MIX MR I Cy
5 LB/CY ea
FIBER M
X $1.0 e
I -0 MINUTES PER CU. YD. ALLOWED SHORT LOAD C14ARGEW
THIS DELIVERY TOTAL Am_ mm CU. YDS. IAMOUNT
4+/-1 I TAX
in OF YOUR ORDER FOR Am_ mm CU. YDS.
CUSTOMERORMSAGF ASSUMEBFULLRESPONSBIWYFORSTRENGMAND/OB
ANCE PERFORMOF ANY CONCRETE PULED ABOVE DESIGN SLUMP OR Yi En
WATER Is ADDED, WATERAODED D YES O NO am
S BhCT TO THE TERMS, CONDITIONS AND'CAU ION"WARNING LISTED ON BOTH THE
FRONT AND BACK OFTHIS TICKET.
I acknowledge that I have received and accepted the materials listed on this ticket. I
Understand and agree to the tarns On both the front and back dl this ticket.
DUnel I RECEIVED BY: X
ONTgQU..
14-21314`
M1 �V,
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER -
MFMI•DOWNTOWN MIAMI•WE9TMWdl•NRPOPT•OPbLOCNA•MFDIE/-PEPRWE•PFMBgONEAWES
DEEM AAV
P EYJCEMAND5I/Pgl OFHUAUTYREADYMU NCIEIEANDCCNCrh DOCK
OFFICE COPY
////////''
'Ht�
�
—
P'}.`1.RQ-{'
14-21315
rvL
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
NMI•COWNR)WN MIAMI•WEST MIAMI•AmPoRT•OPALO-- MEDLEY- PERRINE• PEMBRMM PINES
OEPAFIUCErSNPATON-ERSOBFACH-ypgVyNICUWCONCEMANDOONCREITBL BLRAYOCK
RADUCEISAND SUPNEPSOFHUAUNiE4DY MD�DCONCf1ETE AND CONCTEIE BLOCK
OFFICE COPY
(//j•/•
NPMCfi
�®
tcs
'7he On TurnsTurnsConcrete Company®NTRAL CONCRETE SX, INC.CONCRETE DISPATCHERS:CHERS:SouthunimlefE
(305J 26�-]tof ••
NOM DispatryE ISfif1828936aGSIGTOTAER"NO _FSLhLT(ERY(TJCKf.T.
Sbck D,spaltll: (305)8053226
Mvm.SUPEPMIX.COM
MAIN OFFICE: 4300 S.W. 74th Ave. - Miami, FL 33155 KGORPRRR I41-1201239 02/26/16
PHONE: (305) 262-3250 • FAX: (305) 267-0698
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
K GORDON CONST INC DBR PARADISE HOMES
8012 LINKS WAY PORT 5T LUCIE
575 NW MERCANTILE PLACE
VARIOUS JOBS
PORT ST LUCIE ,FL 34986
PO #.
ORDER# 74
PROJECT #:
map EArrL__CazaSj
14997
nT Aol nrN, naca�
`-'qTRUCTIONS. DERRICK 772-631-0509
Ii1NTiR'fts�
'MTEI� hi2,,.,
., r+1.. , ,r[PSCj(I�'(IOJ�`?}^,.!1" ,.4.�•u R ?^i
s.UFIX
B:VGA
tE 1Ftk'.
10.00
10.00
2590
FIBERM
2500 RE41AR MIX NA
FIBERMESH11.5 LB/CY
! FIBERM
.ay
ea
ENV FEEL
.
i
mrvun9 ."Ma- I'MaNNE
EX:RAVNLOADMOTMEOHARGE , X$1.00 v
'6 MINUTES PER CU. YD. ALLOWED SHORT LOAD CHARGE
SLUMP
THIS DELIVERY TOTAL 70_ as CU. YDS.
AMOUNTIT'•'""•
4+/-i
in
OF YOUR ORDER FOR 70_ on CU. YDS.
TAX
PERFORMANCE HOFANY ASSUMEBFUIIRESPONSIEDE FOR STRENGTHANOW
PERFORMANCE OF ANY CONCBED 0 YES. ABOVE DESIGN SWMP OR WHEN
WATER IS AODE2 WAiEXADOEO OVES, ONO GLS.
a
®.
•y'},.-µ k. rb
^3a�, vy d
^G M.tea'
R
SUBJECTTO THE TERMS, CONDITIONS AND `CAUTION"WARNING LISTED ON BOTH THE
FRONT AND BACK OF THIS TICKET.
I acknowledge that I have received and accepted me materials fisted on this ticket. I
understand and agree to the terms on both the front and back of Ihls ticket.
160E IDDBSON TOMMY I RECEIVED BY: X
The On Time Concrete Company'°-
CENTRACONCRETE L CONCRETE 9CHERS: ,INC.
�.Y LCONCRETE SU
DISPATCHERS:
IIIIIIIIIIIIIIIIIIII�IIIIIIIIII'iI�IiIII�II
'
South D' 2 7101
. (
No1M1 DLspatM: (561)828-93Ti0
Black OS3228
WW.Sh• UIX
INVNJ.SUPERMIXCOM
MAIN OFFICE: 4300 S.W. 74th Ave. • Miami, FL 33155
PHONE: (305) 2623250 - FAX: (305) 267-0698
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
.CUSTOMERl10
Elil?ifR1ECKEY'-.�„^._.fU';�:.,.-1^c01268
r
02l26/i6
't .•.. yl•.MIw+N`h�.'.:"_ ......1450�470 1:.. 1 ^1. a.'��irl:...TAx
:r '+i(P�• ..
K GORDON CONST INC DBA PARADISE HOMES
8012 LINKS WRY PORT ST LUCIE
573 NW MERCANTILE PLACE
VARIOUS JOBS
PORT ST LUCIE ,FL 34986
PO #:
ORDER# 74
PROJECT #: 14997
INSTRUCTIONS: DERRICK 772-631-0509
10.00
e590
2500 REGULAR MIX MR
my
10.00
FIBERM
FIBEFMESH 1.5 LS/CY.
ea'
FUEL SUR
ENV FEE
FIBER ME �
H
NLdV.WILTMF pEn.E
EXINAUMDPDWOTMECHAFGE » _ X31.00 e
'6 MINUTES PER CU. YD. ALLOWED-' SHORT LOAD.CHARGE*
SLUMP-
THIS DELIVERYTOTAL an - am CU. VDS.
AMOUNT
4+/-1
in
OF YOUR ORDER FOR oa_ as CU. YDS.
,I,
GU9TOMEfl Ofl M1a AGEMASSUMEe URE aIIg.-r- LPTH M111
PERFORMANCE OF MY CONCRETE P ABOYE OEGIGN S OR MEN
WATE:MADOED. WATERADOED
FRONT
AND BACK OF THIS TICKET.
„r.;._. .. ....
I acknowledge that I have received and accepted [M1e materials listed on this Ticket.I
understand and agree to the terms on boo the front and back of this IIIL
RECEIVED BY: %
4477
ant Enne at
I
.'-_` j[O.NL1iDD:'w,•.
%1
21 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
MIAMI DOWNTOWN MIAMI•AEU MIAMI•AIRPORT'•OPAA.00KA•MMLEY•FEARING-PEMDROKE PINES ///J'
OEEPFIELD•BOCARATON- RIVIERABEACH• STUART-W. BROWARD FT PIERCE- E. BROWARD• DEIAAY "\L�
PRODUCERS AND SUPPOSE OF AUAIRYREADYMDOODD OONCREIEAND CONCRETE BLOCK NRNCd
OFFICE COPY
.L.: vv:00NTBOL+%- = •
,I ,1 r] �] 'J '.�e�f°�
t [1J1/ -yry
�{{ll�i
211 DAMNS POINTS OCATIONS TO SERVE YOU BETTER
MAMI•DOWNTOWN MIAMI• WEST MIAN- 940bAr-OPAi M- MEDLEY• PERRINE• PEIBROKE PINES
DEERRED- BOCAMMON• RIVIERABEACHVSTUART- .BROWARD •FT. PIERCE• E BROWARD• DEIRAY '4(�
PRODUCERSANDSUPPUm60F OUAN•_(READY MIXED CONCIEiEANDCONCRElEB1ACK NRM(d'
OFFICE COPY
14 21316
Planning & Development Services
Building & Code Regulation Division
=0 Virginla Ave
Fort Pierce, FL 34982
772,462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: O - ]OB ADDRESS: gal 2 L. n ks Waal . 5 L , N 4 o96
BUILDER/CONTRACTOR: I NPMTee r
PEST CONTROL CONTRACTOR: -�-G''
PEST CONTROL LICENSE #:
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
J�F
Square feet if area treated: 3 61
Percentage of solution:
Date of Treatment: Z Z Z A
,Footing
_1" Treatment
_Re Treat
_Driveway
,1" Treatment
Re -Treat
_Other
_,____1x Treatment
_Re -Treat
Chemicalsused: ��✓le�
Total gallons used:
Time of Treatment:
36o
Slab
V Treatment
_Re Treat
Pools
_im Treatment
_Re -Treat
`perimeter for Final
Inspection
Signature of ExtenTffator
Note. There must be a completed form foreach required treatment orre-treatmentaod this form mustbe on the job
s/te to be picked up by the Inspector at dme ofead� Aspectlon or the scheduled Insp cbon wiN laJl and a•re Inspectlon
fee charged
FBC104.2.6 CertiAmte ofprotecffve Treatmentforpraventan oftelm A weatherreslstantjobs'le posting board
shall be pmv/ded to rsceive dupJlmte Treannent Catllcates as ead� ne7u/red protective bwbnentis completed,
prMAng a copy for the person the per&j is issued to and another copy ror the bu!ldlrrg pemtlt #es. The Treatment
cerocateshall provide the product used,-Jdentltyofthe appllmtor, time and date of the treatment; site location, area
treated, dremical used, penxnt conewbatfon and number ofgallons used to establish a verifiable record Of
protective treatment. Ifthe soil chemical bamermethod for termite prawnb'on is used, firm/ 01Wfor treatment shall
be completedprior.to final building apyxoval.
St Lucie County requires for the final inspection for CO, a Permanent sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
ederal
8 TESTING INC.
250 SW 13th Ave Pompano Beach, FL 33069
RECEIVED FEB 0 8 2016
Phone 954-784-2941
800.848-1919
Fax 954-784-7875
www.fed-eng.com
Field Density Tests of Compacted Soils Method D-6938
Client: Paradise Homes Group Date: January 28, 2016
Address: 575 NW Mercantile Place Suite 109, Port St. Lucie, FL 34986 Order #: 16-394
Project: Proposed Single Family Home Permit #: Cf^WWS
Address: 8012 Links Way, Port St. Lucie, FL 34986 Tech: TS
Area Tested: Building Pad Compaction Req.: 95%
Material Type: Light Brown Sand Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NE Comer of Pad
12"
FL
9.8
97.3
102.1
13.0
95.3%
Yes
2
Center of Pad
12"
FL
11.4
98.6
102.1
13.0
96.6%
Yes
3
SW Comer of Pad
12"
FL
10.2
99.5
102.1
13.0
97.5%
Yes
4
SE Comer of Pad
12"
FL
7.8
97.1
102.1
13.0
95.1 %
Yes
5
6
7
8
FEB
0 9 2016
r
s
10
r
11
12
rr'll�
2 f
n
p
13
�
'J<J8
�
14
Remarks:
This is a Compaction Test only on the top 12" of the Pad and is not a veritteatiob of Snit BeWfda%U&@1J@v. _.
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift
SL = Springline FL = Final Lift
SG = Subgrade BG = Below Grade
BC = Basecourse BOF = Bottom of Footing
TOP = Top of Pipe FG = Finished Grade
Submitted by.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property or clients, and aaihaHallon for publication of statements.
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree or compaction of the tested layerof malerial
only. A density does not replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy randstorns, retesting must be performed on
this work.
PAGE 1 of 2
RECU'7D FE3 0 8 2010:4 —,y
SCANNED PROPOSED LIVING AREA 2,2575QUAREFEET PROP05EDGRO55FLOOR AREA
BY 2,9175QUARE FEET. PROPOSED FLOOR/LOT AREA RATIO 1:4.3.
St. Lucie County PLATTED LOT CONTAINS 12,6365QUAREFEET. DRIVEAND WALKINLOTBOS
SQUARE FEET. PROPOSED LANAI554 SQUARE FEET. PROPOSED ENTRY 84
SQUARE FEET SQUARE FEET. PROPOSED OPEN SPACE 8,276 SQUARE FEET.
) �\
�P BUJ PI v/c
vh� FND PCP *3864 'Air D
cF,vrFR�NF TRACT R
S 75°14 pp„ LT
f jN0.0s �AY RP
Qq p' Aim) ND PCP#3864
Za� O SMHBMOEL.
'q 5 op6 (p) so �� p a
ABBREVIATIONS LEGEND
A
LENGTHOFARC
BM
BENCHMARK
85T
BELLSOU774TFLEPHONERISER
CTV
CABLE TELEVISION RISER
EL.
ELEVATION
ENT
ENTRY
F.F.E
FINISH FLOOR ELEVATION
FND
FOUND
LB
LICENSE BUSINESS
(M)
MEASURED
(P)
PLAT
PCP
PERMANENT CONTROL POINT
PI
POINTOFINTERSEC710N
PROP
PROPOSED
RP
RADIUS POINT
R
RADIUS
RP
RADIUS POINT
SMH
5ANITARYMANHOLE
RP
RADIUS POINT
R/W
RIGHTOF WAY
TOB
TOP OF BANK
TOE
TOE OF BANK
WM
WATER METER
U.E.
U77LITYEASEMENT
V/C
VALLEYCURB
4
DELTA ANGLE
FOUND IRON ROD d CAP LB 4942
LZGHTPOLE
�Qay
EXIS7INGSPOTELEVATION
(— DRAINAGEFLOW
4= 48°25'33P(p)
\�/C �ID .
LOT 42
OCCUPIED F.F.E. 30.51
0. �Z9 3
N
00
w �I
w .l 61',
o m Zg1
0 ?0
o 2490
LEGAL DESCRIPTION: LOT43, POD "26';
AT THERESERVE-PHASEI CYPRE55 POINT,
ACCORDING TO THE PLA T THEREOF,
I RECORDED IN PLAT BOOK 86, PAGE IOF THE
"1 PUBLIC RECORDS OF SAZNTLUCIECOUNTY,
G�PC FLORIDA.
1 ` / ADDRESS: 8012LINKsWAY
LOT 44
OCCUPIED FEE. 29.91
/ S
2
4(
0
v
PORTSAINTLUCIf, FL 34986
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHT5-OF- WAY, OR 0774ER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HA NOT
BEEN MADE BY 774I5 OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO
ANAS-BUILTSURVEYPERFORM ED 8YLAWSON,
NOBLEd ASSOCIATES, INC., DATED 5-28-97,
JOB REFERENCE NO. 95-108. A5-BUILT
INFORMATION WA SHOWN FOR SITE
BENCHMARK DATUM IS NA710NAL GEODETIC
VER71CAL DATUM OF1929. (NGVD '29).
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF LINKS, HAVIN6 AN
PLATTED BEARING OF 575014'00" E. ALL
0774ER BEARINGS ARERELA7IVE THERETO.
PROPERTYLIES IN F.I.R.M. ZONE'X°, AS
SHOWN ON MAP NUMBER 12111COZ60J, DATED
2116112. FLOOD ZONES AREAPPROXIMA TE AS
SCALED FROM FLOOD INSURANCE RATEMAPS
ADDITIONS OR DELETIONS TO SURVEY MAPS
OR REPORTS BY OTHER THAN THESIGNING
PARTY, 15 PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THEREMAYBEADDITSONAL RESTRZC]SONS
THAT ARENOT SHOWN ON THIS SURVEY,
THA TMAYBEFOUND IN THEPUBLIC RECORDS
OFST. LUCIECOUNTY, FLORZDA.
NOT VALID WITHOUT THE SIGNATUREAND
THEORZGINAL RAISED SEAL OFA FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORDS BOOK 1876,
P46E2662, PUBLIC RECORDS OF SAINTLUCIE
COUNTY, FLORIDA.
ALL CALLS AREPER PLAT AND FIELD MEASURE
UNLESS 0THERWISENOTED.
BOUNDARY SURVEY FIELD DATEJUNE06, 2015.
FORMBOARD SURVEYFIELD DATE: FEBRUARY
05, 2016.
PUBLIC,WAIEaANix,sE RAYdlLixaLE
PROFE55IOWL 9UPVEYOR"AND•MAWER`" 'T
-no_. ,-sauce....--a,w-.._
STATEOPFLORIDA(i-TA 285'
a F
q
V b U
� b U
��dmMm o
4j2�¢h01
�,eJo�D
Q^lioti `b
��Qy�n3
m;
W '^a30'NN
2W�
d
a3
DRAWN BY:
T. C.M ULLIN
APPROVED 9T:
R. KEMERSON
SCALE:
1" = 30'
DATE:
OS 09 /.15
PIEL➢ BOOK/PAGES
15-02/22
JOB NUMBER:
15-053
SHEET:
� of y
sat:�tmmuewvmewa
o m wY®a �. ra: om. w+.w.. mn.
mmmrwma.eremommx un
etlm✓ww4.•wnmwmma e4 0�
Y�)rmm�oempm�orm�n
'k7me�Pww '+�tt
s: io�v undo
�uyMnrc�.�m. a°W`,aw°�;
umm�
p.l m
)vP m)mmuu
n(u ml-
ar �xPm
fPamlo<�
�rOvm)"
m ium
vUam)mma
sPPA)m)-
a'U.xmlac rm.
8P Nam
PROPOSED LIVING AREA 2,257 SQUARE FEET. PROP05ED 6RO55 FLOOR AREA
2,917 SQUARE FEET. PROPOSED FLOOR/LOT AREA RATIO 1:4.3.
PLATTED LOT CONTAINS 12,636 SQUARE FEET. DRIVE AND WALK IN LOT 805
SQUARE FEET. PROPOSED LANAI 554 SQUARE FEET. PROPOSED ENTRY 84
SQUARE FEET SQUARE FEET. PROPOSED OPEN SPACE 8,276 SQUARE FEET.
��Q BUJ Pr VIC
V� FNDP 413864 \04p ANO R/
�S'rfRLINE LrTRgCTR
5 14'Op,, E— wq v RP
Rq pr30 DO' (p4M ND PCP #3864
�8s� Q SMHBMEt. O
R,5p n6'(P) So �mDF
ABBREVIATIONS LEGEND
A
LENGTH OF ARC
BM
BENCHMARK
BST
BELLSOUTHTELEPHONERISER
CTV
CABLE TELEVISION RISER
EL.
ELEVATION
ENT
ENTRY
F.FE.
FINISH FLOOR ELEVATION
FND
FOUND
LB
LICENSE BUSINESS
(M)
MEASURED
(P)
PLAT
PCP
PERMANENT CONTROL POINT
PI
POINT OFINTERSECTION
PROP
PROPOSED
RP
RADIUSPOINT
R
RADIUS
RP
RADIUS POINT
SMH
SANITARYMANHOLE
RP
RADIUS POINT
R/W
RIGHT OF WAY
TOB
TOP OF BANK
TOE
TOE OF BANK
WM
WATER METER
U.E.
UTILITYEASEMENT
V/C
VALLEY CURB
d
DELTA ANGLE
FOUND IRON ROD & CAP LB 4942
LIGHTPOLE
�.L$5
EXISTING SPOTELEVA TION
4, 4go�5,33p(P)
LOT 42
OCCUPIED F.FE 30.51
NilN. SK-1 Gr'.Ln P;EG,
c:^:OSvi%QT_
GOES—
�'�
1
RIEAR C%f
vp� wrn 0ED LOT 44
2a 2 OCCUPIED FF.E. 29.91
I- 16 SWALE Ss�ii
2zb18, �ISF lye
6 9 3 .. ro/B Za�Zg` Z� k� 0
OaLn S o 0
�. 26 k
%D e P E
go.s9 eaG�E ogd LOT 43
w 1 :45 /�y9 yt�Eys�' 33 VACANT
C7 28� 2q b
o Z9 3 � 9331 a �•,
kn
m �
\ s9.7
�P
16h Zq N
Zah 2g1 � SDE •s J�Q�,P
V
v
RECEIVED AUG 44'20�
LEGAL DESCRIPTION: LOT43, POD "26"
AT THE RESERVE -PHASE 1 CYPRESS POINT,
ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 36, PAGE 1. OF THE
PUBLIC RECORDS OF SAINT LUCIE COUNTY,
FLORIDA.
ADDRESS• 8012LINKS WAY
PORTSAINTLUCIE, FL 34986
NOTES:
SUBJECT TO ANYAPPLICABLE EASEMENTS,
RIGHTS -OF --WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT
BEEN MADE BY THIS OFFICE.
ELEVATION5 AREIN FEET AND RELATED TO
AN A5-BUILT5URVEY PERFORMED BY LAWSON,
NOBLE 6 ASSOCIATF5, INC., DATED 5-28-97,
JOB REFERENCENO. 95-108. AS -BUILT
INFORMATION WAS SHOWN FOR SITE
BENCHMARK DATUM IS NATIONAL GEODETIC
VERTICAL DATUM OF1929. (NGVD '29).
BEARINGS SHOWN HEREON ARE BASED UPON
THE CEN TERLINE OF LINKS, HAVING AN
PLATTED BEARING OF 5 75014'00" E ALL
OTHER BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE'X'AS
SHOWN ON MAP NUMBER 12111CO260J, DATED
2116112. FLOOD ZONES ARE APPROXIMATE AS
SCALED FROM FLOOD INSURANCE RATE MAPS
ADDITIONS OR DELETIONS TO SURVEYMAPS
OR REPORTSBY OTHER THAN THE SIGNING
PARTY, IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THEREMAYBEADDI7TONAL RESTRICTIONS
THAT ARENOT SHOWN ON THI5 SURVEY,
THATMAY BEFOUND IN THE PUBLIC RECORDS
OFST. LUCIECOUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORDS BOOK 1876,
PAGE 2662, PUBLIC RECORDS OF SAINT LUCIE
COUNTY, FLORIDA.
ALL CALLS AREPER PLAT AND FIELD MEASURE
UNLESS OTHERWISE NOTED.
BOUNDARY SURVEY FIELD DATE JUNE 06, 2015.
PUBLIC WATER AND SEWER AVAILABLE
CERTIFIED TO: OWEN AND KAT14ERINE
FAUGHEY
/Z& oo s'
'T
' Q�
4 K.
..
r-e• r-r r-r
,r
r
-
_ ___ _
nitldu
I !
I wGa EOW
� i}
V/S1EF BECiMM �'
-�
YJ�
@�• +I
� e
1 1
, 1
'
j
Y� •ie
_ ,
1
i
, I_____________r_J
�
Al
wn n
•'
L
% _
t ;er
a
i
e
�
-
uc e•
�
mrm
de•
p
�
.-
I
I
-°"d"
•
EFaIIs.V
1
• r-,:
b:
Wit. m Ui,
I
�
_'�
•
A
♦
• �
�
•
„ aENiNY
1
1=
Vl Y 1
t
n°„°.°F."es
•
in i
c>,¢
i O
r_____.�
vl va r-r �Ir'
B
}I
•`
4vILE
I
I
f
0
II CONFORMS TO:
t� FBCR ?�1�
160 M.P.H. C EXPOSURE
RISK .CATEGORY II
I -E' WJ Wl'L
"AIN Ei 11%s MLL
ClILJYG IIEIGtR I:OTE:
9� P, RCW >Nv
If
F
iY. I
t
LEGAL DESCRIPTION: LOT43• POD 26t
AT THE RESERVE -PHASE I CYPRESS POINT,'
PROPOSED LIVINGARPA.2,2575QVAREfEET, PROPOSED 6R055FL.0 AREA ACCORDING TO THEPCAT THEREOF,
2,917SQUAREfEET PROPOSED FLOORYLOTAREA RATT 1:4.3. RECORDED INPLATBOOK36; PA6EkOF THE
- PUBLSC RfCOR D5 OF 5AINT L UQE CO LINTY,
HATTED LOT CONTAINS 12,636 5QVAREFEET. ORIVEAND.WALK .TNLOTBoy FLORIDA.
SQUAREFEEr PROPOSEDLANA75545QUAREFEET PROPOSED ENTRY84
SQUAREFEET'SQUAREFEETPROPOSEDOPEN5PACEB,276SQUAREFEET.ADDRESS: W12 LINKS WAY
AQ- P PORT 5AZNTLUQE, FL 349B6.
CI - - NOTES:
px
SUBJECT TOANYAPPLICABLEEASEMENTS,".
FA'OPOo RIGHTS-0FWAY, OR OTHERRESTRICT7ONSOF
vly Ai'3B6q RECORD.
4 SEARCH OF THEPUBGICRECORDS HASNOT
BEEN AMDE BY THIS OFFICE.
00 6 13 WAY RP ELEVATIONSAREINFEETANDRfL4TED TO
DIq�OD (P � OPOD 7f3B64 NOBLEdrA550CIA�PEPFODAET'E8YIAW OM,
2a1 $O SMH 8M EL, 28.74 JOB REFERENCENO. 95408. AS -BUILT
A,42 XNFORMATIONWAS5HOWNFORSITE
26' S N (, BENCHMARK DA TUM IS NA TIONAL SEODETIC
/ dR_5p• �Pi_ ��.VERTICAL DATUM OF1929."V0 '291 -
00
A S B. R E V I A T I O N S LEGEND New \4N 0yti 9EARIN6S SHOWNHfREONARf BASED UPON
THECENTERLMEOfLINKS HAVIAVAN
PLATTED BEARINGOFS75%4'0O' E. ALL
ABM LETWTHOfARC �. d'� LOT 44 OTHER BEARINGSARERELATIVE THERETO,
ARK
BST BELL50AUTH TELEPHONE RISER V/ 8- S OMIPIED FF.E. 29.91 PROPERTYLIESIN F.I.PA ZONEW, AS
LN CABLE T73EVISIONRISER 5HOWNONATAPNUMBER12I17gT26'017, DATED
2176112. FLOOD ZONESAREAPPROXJMA TEAS
ENT �y ON --2�1 2BS�}S*5, SCALED FROM FLOOD INSURANCERA TFMAP5,
F.F.E. F1N7514FLOOR ELEVA LION B 2B Z9- per. F J'9C '� ADDITION5 OR DaETZONS TO SURVEYMAPS
FND FOUND- 3 TO S,b• `�O V ORREPORTS BY07HER THAN THESI6NIN6
LB LMENSEBUSME55 66 Z9 ! qq .ram` �•( ((� CONSfNTOOHIR 6NIN6PoTyWRI� (M) MEASURED Q '�'_. y� Q
PPEAT ' 10 THERE MAYBEADDITIONAL RESiRZCTIONS
PO a PERAIANENT[ONTROL POINT N �!�'� ��' TNATARENOTSHOWNONTHISSLTRVEY
PI POMTOFINTERSECTION 3 - THATMAYBEFOUNDIN THEPUSLI[RECORDS
PROP PROPOSED ` ' _c( s aDpDSEPNjO� Zg. \ ha' OFST. LUCIECOUNTY, FLORIDA.
RP RADZUSPOINT w E�' V
R R.1DIU5 "• '+ 9� 9 e, �� 4 OT 43 2B NOT VALID V✓PHOUT"TNESIGNATUREAND
RP RADIU5POINT W 1 ,_ �. 5�gS3 NT.y THEORI6INALRAISED SEAL OFAfLORIDA-
LICENSED SURVEYORAND MAPPER
SAW SANZI`ARYMANHO LOT 42 F _- - O � w.+ - 2 -
RP RADIU5POINT - FF 3D51—p. $' T9. vi j t� - LE6AL OESOUPTIONFROAt WARRANTYDEED
TOR TOPOFBANK y W 3 66 S RECORDED M OFFICIAL RECORDS BOOK1876,
TOE TOEOFBANK K. r' o 29'- �, ,�+'1 J 6 "'• PAGE2662 PU&ZCRECORD5CFSAINTLUCIE
WM WATERMETER p "' �a S w /.9' 2> NTY. FLORIDA.
UE. UT7LITYEA5EMENT g �. 07' P q9 V� N,A./ p, B x. LL.CALLS 14REPER PLA TAND FIELD MEASURE
V/C VALLEYCURB
d DELTAANGLE 'D-`f' r ll v SSOTHERWISENOTFD.
FOUND-IRONR604 CAPLB 4942 a I 1Tj2O ll� {N 8CVAIDARY5URVEYFIELDDATEJUNE06,2O15.
a �p ,•L4J�.,;aL'WATER .AND SEWER AVAILABLE.
3.r1. U6HTPOGE -
TIFIED TO: OWENAND KATHERINE
dZBy EXISTIN95POTELEVA TION 9.7 P� !• FA _HEY
6� 29 lot
ROBERTF.
PROFESSIONAL SU
l
'l
L
P �� Pr
vh� / AN P6p 3864 \
ABBREVIATIONS LEGEND
BM
BST
CTV
EL.
ENT
F.F.E.
FND
LB
(M)
(P)
PCP
PI
PROP
RP
R
RP
SMH
RP
TOR
TOE
WM
U.E.
V/C
d
LENGTHOFARC
BENCHMARK
BELLSOUTH TELEPHONE RISER
CABLE TELEVISION RISER
ELEVATION
ENTRY
FINISH FLOOR ELEVATION
FOUND
LICENSEBU51NE55
MEASURED
PLAT
PERMANENT CONTROL POINT
POINT OF INTERSECTION
PROPOSED
RADIUS POINT
RADIUS
RADIUS POINT
SANITARYMANHOLE
RADIUS POINT
TOP OF BANK
TOE OF BANK
WATER METER
UTILITY EASEMENT
VALLEYCURB
DELTA ANGLE
FOUND IRON ROD d CAP LB 4942
LIGHTPOLE
EXISTING SPOTELEVATION
PROPOSED LIVING AREA 2,2575QUARE FEET. PROPOSED GROSS FLOOR AREA
2,917 SQUARE FEET. PROPOSED FLOOR/LOT AREA RATIO 1:4.3.
PLATTED LOT CONTAINS 12,636 SQUARE FEET. DRIVE AND WALK IN LOT 805
SQUAREFEET. PROPOSED LANAI 9545QUARE FEET. PROPOSED ENTRY 84
SQUARE FEET SQUARE FEET. PROPOSED OPEN SPACE 8,276 SQUARE FEET.
0 q\q� 0 S � 41 �0
A; q2 26
4Rg8o 0 33(�P)
AUG 13 2015
PERMOTTING
St. Lucie C6unty, FL
O SMH BM EL. 28.
LEGAL DESCRIPTION:`_ i 43, POD ,26
AT THE RESERVE -PHASE I CYPRESS POINT,
ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 36, PAGE 1. OF THE
PUBLIC RECORDS OF SAINT L UCIE COUNTY,
FLORIDA.
ADDRESS: 8012 LINKS WAY
PORT54INTLUCIE, FL 34986
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT
BEEN MADE BY THIS OFFICE.
ELEVATIONS AREIN FEET AND RELATED TO
AN AS -BUILT 5URVEYPERFORMED BY LAWSON,
NOBLEd ASSOCIATES, INC., DATED 5-28-97,
JOB REFERENCENO. 95-108. AS -BUILT
INFORMATION WAS SHOWN FOR SITE
BENCHMARK DATUM IS NATIONAL GEODETIC
VERTICAL DATUM OF1929. (NGVD '29).
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF LINKS, HAVINGAN
PLATTED BEARING OF 5 75014'00" E. ALL
OTHER BEARINGS ARE RELATIVE THERETO.
PROPER TYLIES INFIRM. ZONE X';AS
SHOWN ON MAP NUMBER 12111CO260J, DATED
2116112. FLOOD ZONES ARE APPROXIMATE AS
SCALED FROM FLOOD INSURANCE RA TEMAPS
ADDITIONS OR DELTT ION5 TO SURVEY MAPS
OR REPORTS BY OTHER THAN THE SIGNING
PARTY, IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THERE MAYBE ADDITIONAL RESTRICTIONS
THAT ARE NOT SHOWN ON THIS SURVEY,
TNATMAYBEFOUND IN THEPUBLICRECORD5
OFST. LUCIECOUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORDS BOOK 1876,
PAGE 2662, PUBLIC RECORDS OF SAINTLUCIE
COUNTY, FLORIDA.
ALL CALLS ARE PER PLAT AND FIELD MEASURE
UNLESS OTHERWISENOTED.
BOUNDARY SURVEY FIELD DATE JUNE 06, 2015
PUBLIC WATER AND SEWER AVAILABLE.
CERTIFIED TO: OWEN AND KATHERINE
FAUGHEY
ROBERTF. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
U it
gaILLy
LL W
0 W 7
cdaa
Q>F
Z
DMWN BY:
T.C.MULLIN
APPR
OVED BY:
R. KEMERSON
SCALE:
" = 30'
DATE:
OS 09/15
FIELD BOOK/PAGES
15-02/22
JOB NUMBER:
15-052
SHEET:
1 0F 1
r
t
s~