HomeMy WebLinkAboutREVISION - BUILDING PERMITI
10
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT# 1908-0124
C) RECEIPT#
PLANNING & DEVELOPMENT SERVICES
SCANNED
BUILDING & CODE REGULATION DIVISION
By
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
191 SE El Sito Court, Port Saint Lucie, FL 34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Energy Calculations per Frame All Inspection comments
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1509119
BUSINESSNAMF: Black Street Enterprises, LLC
QUALIFIERS NAME: Lionel j- Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: Port Saint Lucie STATE: Florida
PHONE (DAYTIME): (772) 344-8201
OWNER/BUILDER INFORMATION:
NAME: David Patterson
ST. LUCIE CO CERT. #: 26256
ZIP: 34986
FAX: (772)3"-8203-
ADDRESS: 191 SE El Sito court
CITY: Port Saint Lucie STATE: Florida ZIP: 34983
PHONE (DAYTIME: (859) 391-6358
FAX: ,
ARCHITECT/ENGINEER INFORMATION: FILE COPY
NAME: Robert F Sonberg
ADDRESS: 113 Bent Tree Drive
CITY: Palm Beach Gardens STATE: Florida ZIP: 33418
PHONE (DAYTIME): (561) 691-9277 FAX:
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: PATTERSON RESIDENCE
Builder Name:
Street: 191 BE EL SITO COURT
Permit Office: ST. LUCIE COUNTY
City, State, Zip: PORT ST.LUCIE, FL,
Permit Number.
Owner: DAVID PATTERSON
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2)
1. New construction or existing New (From Plans)
9. We[] Types (1072.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=13.0 1072-00 ft-
b. N/A
R= ft-
3. Number of units, if multiple family I
c. N/A
R= fil
4. Number of Bedrooms 2
d. NIA
R= ft2
10. Ceiling Types (1048.0 scift.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 1048.00 Itz
6. Conditioned floor area above grade (fiz) 1048
b. N/A
R= ft'
c, NIA
R= ft,
Conditioned floor area below grade (W) 0
11. Ducts
R ftz
7. Windows(57.0 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: AJC
6 125
a. U-Factor: Dbl, U=0.46 57.00 ft2
SHGC: SHGC=0.56
b. U-Factor. NIA ftz
12. Cooling systems
kBtuthr Efficiency
a. Central Unit
23.6 SEER:16.00
SHGC:
c. U-Factor. NIA ft-
SHGC:
13. Heating systems
kBtLdhr Efficiency
d. U-Factor NIA ftl
a. Electric Ship Heat
17.0 COP:1.00
SHGC,
Area Weighted Average Overhang Depth: 4.000 ft.
Area Weighted Average SHGC: 0.560
14. Hot water systems
a. Electric
Cap: 50 gallons
8. FloorTypes (1048.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1048.00 ft2
b. Conservation features
b. NIA R� ft.
None
c. NIA R= ft-
15. Credits
Pstat
0.064 Total Proposed Modified Loads: 31.50
PASS
Glass/Floor Area:
Total Baseline Loads: 37.89
1 hereby certify that the plans and specifications covered by
Review of the plans and
-tlili Sr4�-,
0,
this calculation are in compliance with the Florida Energy
specifications covered by this
IV
Code.
calculation indicates compliance
0',
with the Florida Energy Code.
PREPAJMD
Before construction is completed
DATE:
this building will be inspected for
compliance with Section 553.908
I hereby certifythatthis bul1cfg. a5idesigned, is in compliance
Florida Statutes.
with the Florida Energy Cc
0 WiE
OWNERIAGENT'
BUILDING OFFICIAL: -
DATE:
DATE:
- Compliance requires certification by the air handier unit manufacturer tha r anffe encC§w( lifies.as
certified factory -sealed in accordance with 1143.3.2.11.
nce i R4 d Phis ypoject requires
- compliance requires an Air Barrier and Insulation Inspection Chao i Ecc o 1; L
an enFZ EVIrWttkellooak reater than 5.00 ACH50 (R402.4.1.2).
14 REVIEWED FOR
tolic N CODE COMPLIANCE
ST. LUCIE CQ_UN
1111 2t2019 9:43 AM EnergyGauge4D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Com tb= �3-4 TIT119#11 1 Of 5
PnPKA PAnz;-qn17 IMPII IT.%[ IMMARY CHECKLIST REPORT
FLOORS
# Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood Carpet
8 Slab -On -Grade Edge Insulation KITCHEN 25 it
0
156 ft2
0
1
0
9SIab-On-Grade Edge Insulation UVING/DINING 37ft
0
344 ft2
---
0
ROOF
Roof
Gable
Roof
Red
Solar
SA Emitt
Ermtt Deck
Pitch
# Type Materials Area
Area
Color
Barr
Absor.
Tested
Tested Insul.
(deg)
I Hip Composition shingles 1135 IF
0 ft- Medium
N
0.6
No 0.9
No 0
22.6
ATTIC
V#
Type Ventilation
Vent Ratio (1 In)
Area
RES
IRCC
1 Full attic Vented
150
1048 ft-
N
N
CEILING
yIf
Calling Type Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1 Under AtUc (Vented) MASTERBEDRO
30
Blown
171 W
0.1
Wood
2 Under Attic (Vented) BATH
30
slow
40 ft-
0.1
Wood
3 Under Attic (Vented) AIC
SO
Blom
9W
0.1
Wood
4 Under Attic (Vented) BEDROOM 2
30
Blown
188 112
0.1
Wood
5 Under Attic (Vented) HALL
30
Blom
32 ft2
0.1
Wood
6 Under�Attic (Vented) M BATH
30
Blom
60 ft-
0.1
Wood
7 Under Alto (Vented) UTILITY
30
Blown
48 ft2
0.1
Wood
8 Under Attic (Vented) IQTCHEN
30
Blown
156 itz
0.1
Wood
9 Under Attic (Vented) LIVINGIDINING
30
Blown
344 ft2
0.1
Wood
WALLS
Adjacent
cavitv Width
Sheathing Framing Solar
Below
Space
--Ornt Tn 'Atnll-Type R-XJaI1
Pt
In
tHeight
Am�
P Fmr.
on--AbsoL-Grade0fi-
I
SE=>E Exterior Concrete Block - Ext InsUASTERBED
13 16
0 8
0
12&0 fI2
0
0
0.5
0
2
SW=�S Exterior Concrete Block - Ext InsMASTERSED
13 12
0 8
0
96.0 ft-
0
0
0.5
0
3
SE=>E Exterior Concrete Block - Ext Insul BATH
13 5
0 a
0
40.0 ft2
0
0
0.5
0
4
NE=>N Exterior Concrete Block - Ext InsiSEDROOM 2
13 14
0 8
0
112.0 1`12
0
0
0.5
0
5
SE=>E Exterior Concrete Block - Ext InstSEDROOM 2
13 15
0 8
0
120.0 ft'
0
0
0.5
0
6
NW=>W Exterior Concrete Block - Ext InstSEDROOM 2
13 4
0 8
0
32.0 It'
0
0
O.S
0
7
SW=>S Exterior Concrete Block - Ext Insul M BATH
13 6
0 8
0
48.0 11P
0
0
0.5
0
8
SW=>S Exterior Concrete Block - Ext Insul KITCHEN
13 13
0 8
0
104.0 ft2
0
0
0.5
0
9
NW=�W E)derior Concrete Block - Ext Insul KITCHEN
13 12
a a
0
96.0 ftz
0
0
0.5
0
10
NE=>N Exterior Concrete Block- Ext InsLiIVING/DININ
13 17
0 8
a
136.0 ft2
0
0
0.5
0
11
NW=,W Exterior Concrete Block - Ext InsWVINGdDININ
13 20
0 a
0
160.0 ft-
0
0
0.5
1111?120199:43AM EnergyGauqe(g) USA 6.0.02 (Rev. 1) - FlaRes2017 FSC 6th Edition (20117) Compliant Software Page 3 of G
=^ORA ng nn,17 INP11IT SUMMARY CHECKLIST REPORT
DOORS
# Ornt Door Type
Spam Storms U-Value Width
Ft in
Height
R In
Area
1 NW=>W Insulated
2 NE=>N Insulated
KJTCHEN None .39 3
LIVINGfDININ None .39 3
6 8
6 a
20 ft'
20 ft2
WINDOWS
Orientabon shown Is the entered orientation (=>) changed to As Built (rotated 315 degrees).
wall
V # Omt ID Frame Panes
Overhang
NFRC U-Factor SHGC Imp Area Depth Sepamflon
Int Shade
Screening
I SW=>S 2 Vinyl Low-E Double
2 NE=>N 4 Vinyl Low-E Double
3 SVV�S 8 Vinyl Low-E Double
4 NW=>W I I Vinyl Low-E Double
Yes 0.46 0.56 N 15.0 ft- 2 ft 0 in 1 ft41n
Yes 0.46 0.56 N 15.0 ftz 2 ft 0 In I ft4ln
Yes 0.46 0.56 N 9.0 fF 2 ft 0 In I ft4 In
Yes 0.46 0.56 N 18.0 ft' 2 ft 0 In I It4in
None
None
None
None
None
None
None
None
INFILTRATION
# Scope Method
SLA CFM 50 ELA rqLA ACH ACH50
I Wholehouse Proposed ACH(50)
.000254 698.7 38.36 72.13 .0681
5
HEATING SYSTEM
V # System Type
Subtype Efficiency Capacity
Block
Ducts
1 Electric Strip Heat/
None COPA 17 kBtuthr
1
sys#i
COOLING SYSTEM
V 9 System Type
Subtype Efficiency Capacity AIr Flaw
SHR Block
Ducts
I Central Unit/
Split SEER: 16 23.6 kBtuthr cfm
0.7 1
sys#1
HOT WATER SYSTEM
V# System Type SubType
Location EF Cap Use SetPnt
Conservation
1 Electric None
UTILITY 0.95 50 gal 60.9 gal 120 deg
None
SOLAR HOT WATER SYSTEM
V FSEC
Cart I Company Mama
Collector
System Model tt Collector Made] III Area
Storage
Volume
FEF
None None
ft-
DUCTS
supply
V # Location R-Value Area
Return Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLIF
HVAC #
Heat Cool
I Attic 6 125 ft-
Attic 45 ft- Default Leakage A/C (Default) c(Default) o
I I
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: PATTERSON RESIDENCE Builder Name.
Street: 191 SEEL SITO COURT PermitOffice: ST.LUCIECOUNTY
City, State, Zip: PORT ST.LUCIE, FL, Permit Number:
Owner. DAVID PATTERSON Jurisdiction:
Design Location: FL, Fort Pierce
0
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable Insulation shall
The exterfor thermal envelope contains a continuous air barrier.
not be used as a sealing material -
requirements
Breaks or joints in the air barrier shall be sealed.
Celllngl
The air barrier In any dropped catiling/soffit shall be aligned with the
The Insulation In any dropped ceiling/soffit
insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be sealed.
shall be insulated by completely filling the cavity with a
Knee walls shall be sealed.
material having a thermal resistance of R-3 per inch
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and continuous
alignment with the air barrier.
Windows, skylights
The space between window/door lambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall Include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of insulation.
Floor framing cavity insulation shall be installed to
(including
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation shall
and cantilevered floors)
be permitted to be in contact with the top side of
sheathing, or continuous insulation installed on the
underside of floor framing and extends from the boftorr
to the top of all perimeter floor framing members.
Crawl space walls
Exposed earth in unvented crawf spaces shall be covered with a
Where provided instead of floor insulation, insulation
Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to exterior
or unconditioned space shall be sealed.
Batts In narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures Installed in the building thermal envelope shall
Recessed light fixtures installed in the building
be sealed to the drywall.
thermal envelope shall be airtight and IC rated.
Plumbing and Wring
Batt insulation shall be cut neatly to fit around Wring ar
plumbing In exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind Piping and wirina.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall be
on exterior wall
tubs shall separate them from the showers and tubs.
insulated.
Electrical/phone box on
The air barrier shall be Installed behind electrical or communication
exterior walls
boxes or ah-sealed boxes shall be installed.
HVAC register boots
HVAG register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Concealed
When required to be sealed. concealed fire sprinklers shall only be sealed
sprinklers
in a manner that is recommended by the manufacturer. Caulking or other
adhesive sealants shall not be used to fill voids between fire sprinkler
cover plates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
1111212019 9.43 AM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (20M Compliant Software Page 1 of I
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 83
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1. New (From Plans)
12. Ducts, location & insulation level
a) Supply ducts -R--
-6.0
2. Single-family or multiple -family
2. Single-family
b) Return ducts R
6.0
c) AHU location
AtC
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
2
13. Cooling system: Capacity___L3.6
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5.
No
b) Single package SEER
c) GroundAivater source SEER/COP
6. Conditioned floor area (sq. ft.)
6.
1048
d) Room unit(PTAC EER
a) Other
7. Windows, type and area
a) U-factor:(weighted average)
7a.
0.460
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.560
14. Heating system: Capacity__L7.0
c) Area
7c.-
57.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
B. Skylights
c) Electric resistance COP
1.0
a) U-factor.(weighted average)
8a.
NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
a) Gas furnace, LPG AFUE
f) Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
ga.
0.0
b) Wood, raised (R-value)
9b.
15. Water heating system
c) Concrete, raised (R-value)
go.
a) Electric resistance EF
0.95
b) Gas fired, natural gas EF
10. Wall type and insulation:
c) Gas fired, LPG EF
A- Exterior'.
d) Solar system with tank EF
1. Wood frame (insulation R-value)
1 OA1.
e) Dedicated heat pump with tank EF
2. Masonry (insulation R-value)
1 OA2.
13.0
0 Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value)
10131.
2. Masonry (Insulation R-value)
10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level
a) Ceiling fans
a) Under attic Ila. 30.0
b) Cross ventilation No
b) Single assembly 111b.
c) Whole house fan No
c) Knee walls/skylight walls llc.-
d) Multizone cooling credit
d) Radiant barrier installed Ild.- No
a) Multizone heating credit
f) Programmable thermostat Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder
Address of New Home: 191 SE ELSITO COURT _ City/FLZIp: PORTST.LUCIE.FL
11/1212019 9:43:21 AM EnergyGauge@ USA 6.0.03 (Rev. 1) - F1aRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
OFFICE USE ONLY:
��-Pr' k9
DATE FILED: CPEAA1I"# 1908-0124 1
REVISIONFEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 RECEIVE-6
(712) 462-1553 DEC 0 2 2019
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION �T. Lucie County, Permitting
LOCATION/SITE
ADDRESS:
191 SE El Site Court, Port Saint Lucie, FL34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Energy Calculations and letter from architect regarding exterior wall rating per inspection comments
I
STATE of FL REG./CERT. #: CGC1509119
ST. LUCIE CO CERT. #: 26256
BUSINESSNAME: Black Street Enterprises, LLC
QUALIFIERS NAME: Lionel J. Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: PortSaintLucie STATE: Florida
ZIP: 34986
PHONE (DAYTIME): (772) 344-8201
FAX: (772) 344-8203
OWNER/BUILDER INFORMATION:
NAME: David Patterson
ADDRESS: 191 BE El Site Court
CITY: Port Saint Lucie STATE:
Florida ZIP: 34983
PHONE (DAYTIME: (859) 391-6358
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Robert F Sonberg
ADDRESS: 113 Bent Tree Drive
CITY: Palm Beach Gardens STATE:
Florida ZIP: 33418
PHONE (DAYTIME): (561) 691-9277 FMT- za�q— n%/
I I 'Ill %�j F I
SLCCC.- 9123109
Revised 06130117
REVIS10""Ki
ROBERT F. SONBERG
Architect and Planner
Cell: (561)460-5635 Email: rfsonberg@gmail.com E Off: (561)691-9277
RECEIVED
November 26th 2019 DEC 0 2 2019
sT. Lucie County, Permitting
St. Lucie County — Building Department
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Re: Patter -son Residence
191 S.E. El Sito Court
Port St. Lucie, Florida 34983
Permit #:1908-0124
Dear Sir/Madam:
The above referenced project had the CMU walls foam filled, as attested to me
by the General Contractor of Record. The interior block walls were also furnished with
Ti-foil' insulation between furring strips together with the filled cells achieving required
R-9 insulation rating.
If you have any questions or comments, please do not hesitate to call or email.
Sincerely,
Robert F. Sonberg, Ar hitect
AR0006280
I I
FILE C013'V
� 91 A0EE "DF1 0 �
CODE COMPLIANCE
ST. LUCIE COMNI
I
BOCC - 1�11(1
113 Bent Tree Drive Palm Beach Gardens, Florida 33418
RECEIVED
DEC 0 9 1019
FORM R405-2017 permitting Department
FLORIDA ENERGY EFFICIENCY CODE FOR 13UILDI1I4G"CbNSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: PATTERSON RESIDENCE
Builder Name:
Street: 191 SE EL SITO COURT
PermitOffice: ST.LUCIECOUNTY
City, State, Zip: PORT ST.LUCIE, FL,
Permit Number.
Owner. DAVID PATTERSON
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2
1. New construction or eAsting New (From Plans)
9. Wall Types (1018.7 scift.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Polystyrene Bead
AgF=4.1 1018.70 ft2
b. N/A
R= fl:2
3. Number of units, if multiple family 1
c. N/A
R= ftz
4. Number of Bedrooms 2
d. N/A
R= ft2
6. Is this a worst case? No
10. Ceiling Types (1048.0 scift.)
Insulation Area
a. Under Attic (Vented)
R=30.0 1048.00 ft2
6. Conditioned floor area above grade (W) 1048
b. NIA
R= ft,
Conditioned floor area below grade (W) 0
c. N/A
R= ft2
11. Ducts
R fl:2
7. VVindows(57.0 sqfL) Description Area
a. Sup: Attic, Ret: Attic, AH: A/C
6 125
a. U-Factor. Dbl, U=0.46 57.00 ft'
SHGC: SHGC=0.56
b. U-Factor. NIA ft2
12. Cooling systems
kBtulhr Efficiency
SHGC:
a. Central Unit
23.6 SEER:16.00
c. U-Factor N/A ft2
SHGC:
13. Heating systems
kBtulhr Efficiency
d. U-Factor: N/A 112
a. Electric Strip Heat
17.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 4.006 ft.
Area Weighted Average SHGC: 0.560
14. Hot water systems
a. Electric
Cap: 50 gallons
8. FloorTypes (1048.0 scift.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1048.00 ft2
b. Conservation features
b. NIA R= ft2
None
c. N/A R= 11:2
15. Credits
Pstat
Glass/Floor Area: 0.054 Total Proposed Modified Loads: 32.89
PASS
Total Baseline Loads: 37.41
1 hereby certify that the plans and specifications covered by
Review of the plans and
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
with the Florida Energy Code.
PREPARED BY:
Before construction is completed
DATE:
this building will be inspected for
compliance with Section 553.908
a
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Cc
0 WE
OVVNER/AGENT-
BUILDING OFFICIAL:
DATE: t I
DATE:
- -
- Compliance requires certification by the air handier unit manufacturer that the a aj�LeEure I()
certified factory -sealed in accordance with R403.3.2.1. rf
nc t C illeocYtquires an
a
d E
- Compliance requires an Air Barrier and Insulation Inspection Checklist in acco nc i p
envelope leakage test report with envelope leakage no greater than 6.00 ACH60 (R402.4. UVIE'ViAid
CODE COMPLIANCE
P� CIE CO IITY
ey121412019 3:36 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (201U& oftv�kre a 4
BOC41 qlpof
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: PATTERSON RESIDENCE
Bedrooms: 2
Address Type:
Street Address
Building Type: User
Conditioned Area: I D48
Lot #
Owner Name: DAVID PATTERSON
Total Stories: 1
Block/Subdivision:
# of Units: I
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 315
Street:
191 SE EL SITO COUR
Permit Office: ST. LUCIE COUNTY
Cross Ventilation: No
County:
St. Lucie
Jurisdiction,
Whole House Fan: No
City, State, Zip:
PORT ST.LUCIE,
Family Type: Single-family
FL,
New/E)dsting: New (From Plans)
Comment:
CLIMATE
V
Design Temp
Int Design Temp Heating
Design DailyTemp
Design Location TMY Site
97.5% 2.5%
Winter
Summer Degree Days Moisture Range
FL, Fort Pierce FL—VERO—BEACH—MUNI 39 90
70
75 299
62 Low
BLOCKS
Number Name Area
Volume
1 Entire House 1048
8384
SPACES
Number Name Area Volume Ktchen Occupants
Bedrooms Infil ID Finished Cooled Heated
1 Main 1048 8384 Yes 0
2
1 Yes
Yes Yes
FLOORS
Floor Type Spam
Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood Carpet
I Slab -On -Grade Edge Insulatio Main
28 ft 0
171 W
0 1 0
2 Slab -On -Grade Edge Insulatio Main
5 ft 0
40 W
0 1 0
3 Slab -On -Grade Edge Insulatio Main
1 ft 0
9 ft2
0 1 0
4 Slab -On -Grade Edge Insulatio Main
33 ft 0
188 fv
0 1 0
5 Slab -On -Grade Edge Insulatio Main
1 ft 0
32 ft2
0 1 0
6 Slab -On -Grade Edge Insulatio Main
6 ft 0
60 W
0 1 0
7 Slab -On -Grade Edge Insulatio Main
I ft 0
48 ft2
0 1 0
8 Slab -On -Grade Edge Insulatio Main
25 ft 0
156 W
0 1 0
9 Slab -On -Grade Edge Insulatio Main
37 ft 0
344 fI2
0 1 0
ROOF
V
Roof Gable Roof
Red
Solar SA Emift Emitt Deck Pitch
# Type Materials
Area Area Color
Barr
Absor. Tested
Tested Insul. (deg)
I Hip Composition shingles
1135 ft2 0 112 Medium
N
0.6 No 0.9 No 0 22.6
ATTIC
V
# Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
I Full attic Vented
150 1048 ft-
N N
��jzw;w w- , ... -- - 1, -'- --- -- - , - . . , - I . I I . -- .1. . . '� I, 1.. 1 R
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1 Under Attic (Vented)
Main
30
Blom
171 ft2
0.1
Wood
2 Under Attic (Vented)
Main
30
Blown
40 ft2
0.1
Wood
3 Under Attic (Vented)
Main
30
Blown
9 fI2
0.1
Wood
4 Under Attic (Vented)
Main
30
Blom
188 112
0.1
Wood
5 Under Attic (Vented)
Main
30
Blom
32 f12
0.1
Wood
6 Under Attic (Vented)
Main
30
Blom
60 f12
0.1
Wood
7 UnderAtfic (Vented)
-Main
30 -
-Blown --
48 ft2-
-0.1
Wood
8 Under Attic (Vented)
Main
30
Blom
156 f12
0.1
Wood
9 Under Attic (Vented)
Main
30
Blom
344 ft2
0.1
Wood
WALLS
Adjacent
Ca*y, Width Height
Sheathing Framing Solar
Below
y g
n�t Tn IALgil lype
Space
R_VAI,,P Ft
In Ft In
Arpa
R_Vnhip
FmMion Ah%nr
rrgfJP0/,
- 1
N=>NW Exterior Concrete Block - PolystyrenMain
4.1 30
8 8 0
245.3 ft'
0
0 0.5
0
-2
E=>NE Exterior Concrete Block - PolystyrenMain
4.1 33
0 8 0
264.0 ft2
0
a 0.5
0
-3
S=>SE Exterior Concrete Block - PolystyrenMain
4.1 30
8 8 0
245.3 f12
0
0 0.5
0
-4
W=>SW Exterior Concrete Block - PolystyrenMain
4.1 33
0 8 0
264.0 f12
0
0 0.5
0
DOORS
V
# Omt Door Type
Space
Storms U-Value
Width
Height
Area
Ft
In
Ft In
I W=>SW Insulated
Main
None .39
3
6 a
20 it'
2 S=>SE Insulated
Main
None .39
3
6 8
20 ft2
WINDOWS
Orientation shown is the entered orientation (=>) changed to As Built (rotated 315 degrees).
V
Wall
Overhang
# Omt ID Frame Panes
NFRC
U-Factor SHGC
Imp Area
Depth
Separation
Int Shade
Screening
1 N=>NW 1 Vinyl Low�E Double
Yes
0.46 0.66
N 16.0 ft2
4 it 0 in
1 ft 4 in
None
None
2 E=>NE 2 Vinyl Low-E Double
Yes
0.46 0.56
N 15.0 ft-
4 It 0 in
I ft4 in
None
None
3 N=>NW I Vinyl LowE Double
Yes
0.46 0.56
N 9.0 ft2
4 ft 0 in
1 ft 4 in
None
None
4 W=>SW 4 Vinyl Low�E Double
Yes
0.46 0.66
N 18.0 ft-
4 ft 0 in
I ft 4 in
None
None
INFILTRATION
Scope Method
SLA CFM 50 ELA
EqLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000254
698.7 38.36
72.13
.0881
5
121412019 3:36 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HEATING SYSTEM
v System Type
Subtype
Speed Efficiency Capacity
Block
Ducts
I Electric Strip Heat/
None
COPA 17 kBtuthr
1
sys#1
COOLING SYSTEM
V 9 System Type
Subtype
Subtype Efficiency Capacity
Air Flow
SHR
Block
Ducts
1 Central Unit/
Split
Sing[ SEER: 16 23.6 kBtu/hr cfm
0.7
1
sys#1
HOT WATER SYSTEM -
V # System Type SubType
Location
EF Cap Use
SetPnt
Conservation
1 Electric None
Main
0.95 50 gal 60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
VFSEC
Cert # Company Name
Collector
System Model Collector Model # Area
Storage
Volume
FEF
None None
ft2
DUCTS
-- Supply
v # Location R-Value Area
Return Air
Location Area Leakage Type Handier
CFM 25
TOT
CFM25
OUT
ON
RLF
HVAC #
Heat Cool
1 Attic 6 125 W
Attic
45 ft2 Default Leakage A/C
(Default) (Default)
1 1
TEMPERATURES
Prograrnable Thermostat: Y
Cool!ng Jan Feb Mar
Heat Feb M
Vent Feb Mar
Ceiling Fans:
� A M a Jun Jul ri Aug
Aprr Mayy rl Jun Jul Aug
Apr May Jun Jul Aug
S p
ri S:p
Sep
Oct
Oct
Oct
Nov
Nov
Nov
Dec
Dec
Dec
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1
2 3
Hours
4 5 6 7
8
9
10
11
12
Cooling (WD) AM 78
PM 80
Cooling (WEH) AM 78
PM 78
Heating (WD) AM 66
PM 68
Heating (WEH) AM 66
PM 68
78 78
80 78
78 78
78 78
66 66
68 68
66 66
68 68
78 78 78 78
78 78 78 78
78 78 78 78
78 78 78 78
66 66 68 68
68 68 68 68
66 66 68 68
68 68 68 68
78
78
78
78
68
68
68
68
80
78
78
78
68
68
68
68
80
78
78
78
68
68
68
68
80
78
78
78
68
66
68
66
80
78
78
78
68
66
68
66
MASS
Mass Type
Area
Thickness Furniture Fraction
Space
Default(8 [bs/sq.ft.
0 ft'
Oft 0.3
Main
12/412019 3:36 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 88
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1 . New (From Plans)
12. Ducts, location & insulation level
a) Supply ducts -R
6.0
2. Single-family or multiple -family
2. Single-fami y
b) Return ducts R
6.0
c) AHU location
A/C
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
2
13. Cooling system: Capacity___L3.6
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5.
No
b) Single package SEER
c) Ground/water source SEERICOP
6. Conditioned floor area (sq. ft.)
6.
1048
d) Room unit/PTAC EER
a) Other
7. Windows, type and area
a) U-factor:(weighteq average)
7a.
0.460
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.560
14. Heating system: Capacity---17.0
c) Area
7c.-
57.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
8. Skylights
c) Electric resistance COP
1.0
a) U-factor.(weighted average)
8a.
NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
a) Gas furnace, LPG AFUE
0 Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
9a.
0.0
b) Wood, raised (R-value)
9b.
15. Water heating system
c) Concrete, raised (R-value)
9c.-
a) Electric resistance EF
0.95
b) Gas fired, natural gas EF
10. Wall type and insulation:
c) Gas fired, LPG EF
A. Exterior:
d) Solar system with tank EF
1. Wood frame (insulation R-value)
10AI._
a) Dedicated heat pump with tank EF
2. Masonry (insulation R-value)
1 OA2.
4.1
0 Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value)
10131.
2. Masonry (insulation R-value)
10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level
a) Ceiling fans
a) Under attic
11a.-
30.0
b) Cross ventilation
No
b) Single assembly
11b.
c) Whole house fan
No
c) Knee wallstskylight walls
11C.-
d) Multizone cooling credit
d) Radiant barrier installed
1 Id.
No
a) Multizone heating credit
0 Programmable thermostat
Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: ::T Date:
17 �"t2
Address of New Home: 191 BE EL SITO COURT _ City/FL Zip: PORT ST.LUCIE, F
121412019 3:37:01 PM EnergyGauge@ USA 6.0.04 (Rev. 1) - RaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of I
2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: PATTERSON RESIDENCE Builder Name:
Street: 191 SEEL SITO COURT PemnitOffice: ST.LUCIECOUNTY
City, State, Zip: PORT ST.LUCIE, FL, Permit Number.
Omer: DAVID PATTERSON Jurisdiction,
Lu
Design Location: FL, Fort Pierce
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Xr-permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceilinglattic
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceifing/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned Wth the air barrier.
Access openings, drop down stairs or knee wall doom to
unconditioned attic spaces shall be sealed.
Walls
Thejuncfion of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity
sealed.
with a material having a thermal resistance of R-3
Knee walls shall be sealed.
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment Wth the air barrier.
Windom, skylights
The space between Wndow/door iambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact wth the underside of
above -garage
subiloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder Wth overlapping joints taped.
shall be permanently attached to the crawlspace
Shafts, penetrations
Duct shaft, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available ca�ity
spaces.
Garage separation
Air sealing shall be prmided between the garage and conditioned spac
�s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be airtight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing In exterior walls, or insulation that on
installation readily conforms to available space shall
extend beh nd pirino a d Wrina
Showerltub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exteriorwalls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
I
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fil voids
between fireqnrink1pr cover nlates and walls or ce linas
a. In addition, inspection of log walls shall be in accordance with the promsions of ICC400. _�age 1 of 1
1214/2019 3:37 PM EnergyGauge(D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software
I
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
E,
LOCATION/SITE
ADDRESS:
191 SE El Sito Court, Port Saint
PERMIT
RECEIPT #
PLANNING& DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE FL 34982-5652r---
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
FL 34983
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
New Truss Layout and Engineering due to change of manufacturer
CONTRACTOR INFORMATION:
Lk. �;) ' --- - 1, �;"
f , "-.
n A!
OCT 2 2019
Permitting Department
St. Lucie -County, FL
E COW
WE' A. '-� 2,
L L
STATE of FL REG./CERT. #: CGC1509119 ST. LUCIE CO CERT. #: 26256
BUSINESSNAME: Black Street Enterprises, LLC
QUALIFIERS NAME: Lionel J. Dunbar
ADDRESS: 535 NW Mercantile Place, Unit 107
CITY: Port Saint Lucie STATE: Florida ZIP: 34986
PHONE (DAYTIME): (772) 344-8201 FAX: (772) 344-8203
OWNER/BUILDER INFORMATION:
NAME: David Patterson
FILE
Copy
ADDRESS: 191 SE El Sito Court
CITY: Port Saint Lucie
STATE: Florida ZIP: 34983
PHONE (DAYTIME: (859) 391-6358
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Robert F Sonberg
ADDRESS: 113BentTreeDdve
CITY: Palm Beach Gardens STATE: Florida ZIP:- 33418
P O�4E E . L561)691-9277 FAX:
_�M ___ PAYTIK_11__
SLCCC.-9123109
Revised 06130117
Prnin�flnfnrmnfinn-
SOUTHERN
TRUSS
COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 * Fax: (772) 318-0015
Job Number.
.7914
Customer.
BSE CONSTRUCTION GROUP
Name:
PATTERSON
Address:
191 SE ELSITO CT
City, ST ZIP.
PORT ST LUCIE,FLORIDA,34983
G6'heral truss Engineering Criteria & Design Loads
Building Code and Chapter.
Computer Program Used.
.IFBC2017/TP12014,
MiTek Version: 8.31 Aug 1
Gravity.
Gravity.
37.0 psf ROOF TOTAL LOAD
N/A
Wind
Building Authority.
160 mph-frorn MWFRS(Envelope) ASCE 7-10 (Low Rise)
Unassigned
No.
Date
Twss ]D#-
1
09/25119-
-1-111-
2
09/25119-
H2-�--
3
09/25119
H3
4
09/25/19
H4
5
09/25119
H5
6
b9/25119
H6
7
09/25/19
H7
8
09125119
H7A:
9
69/25119
H7B
10
09/25119-
--H7C-
11
09/Ml-9
1-17D
12
09126119
13
09/25119-
HJI---
14,
09125/19
HJIA
15
09126119
il
16
09/25/19
J3
It
09/25119
-J3A--
18
09/25/19i,-
—Tl----
19
09125119
T2
20
09125119
T3
21
09125119
T3 A--
22
OX251-M
VII
23
V2-
24
1 06-125f19---j
-�-V3
26
1 09125119
1 V4
This cover sheet is provided as per Florida Statute 6IG15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
Digitally signed by BRIAN A
BRIAN BLEAKLY
a-
Engineer of Truss Design Packag
DN: c�-US, st--Florida, I=For
Brian M. Bleakly
ierce, o-Southern Truss
I11111
FL Reg. Eng. No. 76051
M
o.,cn- ANM.BLEAKLY
41 email -Rand @SoutherntrL .
2590 N. Kings Highway
I R
Fort Pierce, FIL 34951 -
BLEARILY
ate, 2019692SI4.'46:20
�O4�0'0'
f
No.
Date
Truss 109
26
09/25/19
V5
27
09/25/19
V6
O�T 2 2019
ng Department
Je County, FL
0 PY
F
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COU�TY 3
B 0 C C,� i z fo��- -
Page 1 of 1
Job
PATTERSON
Truss
H2
Truss Type
I Hip
QfTz- -1
Ply�
Reference (optional)
F_
7-1,10th
Southern Truss. Ft. Pience. FL.. U951
sc.T. - 1:56.3
Run: 8.31 S Avg 13 2019 PrInc 8.310 S Aug 13 2019 MiTak IrdUSUIC5, Inc. Tue Sep 17 07:53'" Page: I
JD;cIfiQJh5ABQaj90Q�"m Vd�H�4JFeUTneOWnke? v dsYv t
_�M LwHTXQSNKHromr
134.11 17� 23�= 30-6.0 324a
3.5r4c 1.4. 3.. 3x� 1.4. 3.6..
6914
t�1-12
Loading
(Psi)
Spacing
2-0.0
CSI
TOLL (roof)
20.0
Plate Grip DOL
1.15
TC
TCDL
7.0
Lumber DOL
1.15
3C
BCLL
0.0
Rep Stress Incr
YES
In
SCOL
10.0
Code
FBC2017rrP[2014
U
LUMBER
TOP CHORD 2.x4 SP No.2
BOT CHORD Zx4 SP No.2
WEBS 2.4 SP No.3
BRACING
TOP CHORD Structural mod sheathing directly applied or
3-3-1 oc pudins. except
2-0-0 oc, purfins (4-6-10 max): �5.
BOT CHORD Rigid calling directly applied or 7-3-3 oc
bracing.
REACTIONS (lb/sixe) 2=120010-8-0, (min. 0-1-8),
7=1200/0-8-0. (min. 0-1-8)
Max Hertz 2=109 (LC 10)
Max Uplift 2--387 (LC 8). 7=387 (LC 9)
FORCES (1) - Max. CompJMax. Ten. -All forces 250
(Ith) or less except when shown.
TOP CHORD 2-3=-2285/654, 3-4=-1 6861489,
4-5=-1499/485,5-6=-16861489,
6-7=-22851654
BOT CHORD 2-12=.610/2031. 11-12=-610/2031,
10-11=-27611499. 9-10=-502/2031,
7.9=-50212031
WEBS 3.12=Or284, 3-11=-6781369, 4-11=-42/387.
5-10=.421387, 6-10=-6781369, 6-9=0/284
NOTES
1) Unbalanced mof It" loads he" been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vascl=124nnph; TCDLcl.2psf, BCDL6.0psf. h=15ft; Cat.
11; Exp C;"End.. GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed : end verfical left and
right exposed; Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This buss has been designed for a 10.0 PSI bottom
chord live load noncancumInt with any other live loads.
5) Provide mechanical connection (by others) of truss to
hearing plate capable of withstanding 387 Ith uplift at joint
2 and 387 16-upliffat joint 7.
6)-�mphi�i-puOia4epresenwHonAoes not-clepict-the-size
�_qr me�odentatkn,W the-pudin along the -top and/or- - -
�'� �-- -bottoff� chor:17= --- - --- ��' - : -
LOAD CASE(S) Standard
17� �104!
3�
DEFIL
in
(toe)
I/dall
Ud
PLATES
GRIP
0.50
art
V hLL)
-0.33
11-12
�999
240
MT20
244/190
0.86
Vert(CT)
-0.45
11-12
792
180
Horz(CT)
0.10
7
me
n/a
Weight 142 lb
FT = 20%
o0111
NZN N I,' CEr
P 7E
_12
00
Job
Twss
Truss Type
Qty
Ply
PATTERSON
H4
Hip
2
Job Reference (optional)
Southern TFUSS, Vt. Ferc% FL.. Must
-1�0
GHH)
3� 32�
94M)
Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MITek Industries, Inc. Tue-Se"T07:53:44 P.,.: I
ID:4�7df,jx%�_.CIOD_hKMtjydOHJ�9JE."F�.QU.fo2�Wd�YIBM4�TXQBNKHy���,
1�
21-1H)
'7. 3.8� 4.7
U4�
3.�
3�O 3x" U4�
1�4.
9-1-12
1�
21� 3�
9�1-12
6-24
6-24 9-1-12
scale - 1-56.3
Plate Offsets (X, Y): (2:0-3-0.0-1-81. [6:0-3-0.0-1-81
Loading (psf)
Spacing
2-0-0
CSI
DEFL In (loc) Idell Lid
PLATES GRIP
TCLL (rooft 20.0
Plate Grip DOL
1.15
TC
0.71
VertiLL) -0.19 6-8 �999 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.15
Be
0.91
Vert(CT) -0.43 6-8 844 180
BCLL 0.0
Rep Stress Incr
YES
INS
0.53
Hoa(CT) 0.10 6 me me
BCDL 10.0
Code FBC2017[TP]2014
Mahix-S
Weight: 134 lb FT 20%
LUMBER
TOP CHORD 2X4 SP M 31 *Exwpt* T2:2x4 SP No.2
BOT CHORD 2A SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD S"chural wood sheathing directly applied or
2-2-0 oc purfins. except
2.0.0 oc purlins (3-10-8 max.): 3.5.
BOT CHORD Rigid calling directly applied at 7-2-6 oc
bracing.
REACTIONS (lb/size) 2m1200/0-&D, (min. 0-1-8),
6=1200/0-8.0, (min. 0.1-8)
Max Horiz 2�78 ft-C 11)
Max Uplift 2-t07 (LC 4), 6=-407 (I-C 5)
FORCES III) - Max� Comp.fMax. Ten. -All forces 250
r1a) or less except when shown.
TOP CHORD 2-3=-21311653, 3.4=-18841654,
4-5=-1884/654. 5.6=-21311653
BOT CHORD 2-11=-48811868. 10-11=-662/2218.
9-10=-662/2218. 8-9=-662/2218,
6-8=-500/1868
WEBS 3-11=-151484, 4-11=-530/203. 4-8=-5301203,
5-8z-151484
NOTES
1) Unbalanced mof live loads have been considered for this
design.
2) Wind: ASCE 7-10: Vui"60mph (3-second gust)
Vasd=124mph; TCDL=4.2pst. BCDL=6.Opsf: h=15ft; Cat.
11: Ep C; Encl.. GCpi=0.18; MWFRS (envelope):
cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate gnp DOL=1.60
N /r
3) Provide adequate drainage to prevent water ponding.
N 'GENS
-4). This huss has been designed for a 10.0 psf bottom
N NN
chord fiw load nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truiss to
P 7605
hearing plate capable of withstanding 407 Ito uplift at joint
2 and 407 Ith uplift at joint 6.
S) Grophical-pudin representation does not depict the size
dr the orentafflon of the purlin along the top andfor
STATE OF
bottom chord,
C> k 0'?-
LOAD CASES) Standard
N
N
'3/OFJAX-
Job
Truss
Truss Type
Ply
PATTERSON
I HS
I Hip
I
I
Job Reference (optional)
rv�.. 11,
4
4
Run: 8.31 S Avg 13 2019 Print: 8.310 S Aug 13 2019 Mflmk Induitd... Inc. Tu. Sep 17 07:53:au, Page: 1
ID:U4vFFgkbEOMT3M7nfpu3wMydDHG-9JEe�naOUnflyQ27wWdsytHfSB�bTXQ8NKHycomr
4.7- 4.7-
3 4 �
U4- 10. 5xs, 3.4-
8-7-12
10-14 .
ll� 18-9.0
�810 = 1:44.6
1-5.8
Plate Offsets (X, Y); 13:0�1-0.0-241, [4:D-4:0,0-2-4j.-[7:0-2-8.0-3-01
Loading (pst)
Spacing
2-0.0
CSI
DEFIL
in
(too)
Well
Ud
PLATES GRIP
TCLL (roofi 20.0
Plate Gina IDOL
1.15
TC
0. 58
Vert(ILL)
-0.15
2-8
�777
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.15
BC
0.71
Ven(CT)
-0.36
2-8
�355
180
BCLL 0.0
Rep Stress Ina
YES
WB
0.09
Horz(CT)
0.02
5
n/a
We
BCDL 10.0
Code FBC2017JTPI2014
MatrI,S
Weight, 70 b FT = 20%
LUMBER
7) 'NAILED" indicates 3.10d (0.14Wx3') or 3-12d
TOP CHORD
2x4 SP M 31 'Except' T2:2.x4 SP No.2
(0.148"x3.25") toe -nails per NDS guidlines.
BOT CHORD
2x4 SP No.2
8) In the LOAD CASE(S) section, loads applied to Me face
WEBS
2x4 SP No.3
of the truss am noted as front (F) or back (B).
BRACING
LOAD CASE(S) Standard
TOP CHORD
Structural wood sheathing directly applied or
1) Dead + Roof Live (balanced): Lumber lncrease=1.15,
6-D-0 oc purtins. except
Plate IncrI
2-0-0 oc, purims, (5-3-15 max.): 3-4.
Uniform Loads (lb/ft)
BOT CHORD
Rigid calling directly applied or 10-0�0 oc
Van: 11-3�54. 3-0�54, 4-5m-54, 2-5=-20
bracing.
Concentrated Loads (Ilb)
REACTIONS
(lb/size) 2=72310-8-0, (min. 0.1-8),
Vent: 9=-1� (F)
5=599/0-8-0, (min. 0.1-8),
6=25010-8-0, (min. 0.1-8)
Max Horliz 2=85 (LC 10)
Max Uplift 2�312 (ILC 8). 5=-204 (LC 8).
6�122 (LC 9)
Max Grav 2=723 (LC 1), 5=599 (LC 1). 6=348
(LC 18)
FORCES f1b) - Max. Comp./Max. Ten. -All forces 250
Ila) or less except when shown.
TOP CHORD 2-3=-9501386. 3-4=-7951426, 4.9=7571376.
5-9=-9621420
BOT CHORD 2-8=-3161790, 7-8=-314f795, 6-7=�31171804,
5-6=-317/804
WEBS 4-7=-3101264
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=15ft; Cat.
ll� Exp C; End, GCpi=0.18: MWFRS (envelope);
cantilever left and night exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3� Provide adequate drainage to prevent water punching.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
5) Provide mechanical connection (by others) of Inss to
bearing plate capable of vithstanding-204 lb uplift at joint
9, M It, uplift at joint 2 and 122 Ib uplift at joint 6.
6) Graphical pudin representation does not depict Me size
or the orientation of Me purlin along the top and/or
bottom chord.
V.
Job
Truss
Truss Type
Qty
Ply
-1
PATTERSON
HE
I Hip Girder
1 1
1 1
1 Job Reference (optional)
Southern Truss. � Puree. FL., U951
Run: 8,31 S Aug 13 019 Print 8.310 S Aug 13 2019 Mick Industries, Inc. Tue Sep 17 07:53.45 Page: I
ID nQqvj4�ooFUO�BanWjlqydGHS.dVOOYtOPL]ceKWCrRM5-82054JIIWU..J,..,
_1� 7� 12-74 13�12 2"A 3� 32�
7� 5_74 5�74 7�
3.5.5-
5.9. 1.4. Use 1.7-
3.5vS. U4. 5X9, Ix4. 4.. 3.5.8.
IM20HS502�
7-1-12 18�12 2� 30�0
7-1-12 i i 7-1-12
Scale , 1:56.3
Plate Offsets (X, Yi: [3:0-6�4.0-2-41
Loading (Pat)
Spacing
2-0-0
CSI
DEFL
in
(loc)
Idef!
Udl
GRI'7
TCLL (met) 20.0
Plate Grip DOL
1.15
TG
0.89
Vem(LL)
0.50
11-13
-717
240
PLATES
T20
2441 90
TCDL 7.0
Lumber DOL
1.15
BC
1
0.79
VerhCT)
.0.70
11-13
�5141
181
MT2011S
1811143
SCLL 0.0
Rep Stress Ina
NO
WB
0.85
Horz(CT)
0.18
8
n/a
M
1
BCDL 10.0
Code
FBC2017rrP]2014
Matrix-S
Weight 141 11,
FT = 20%
LUMBER
TOP CHORD ZX4 SP M 31
BOT CHORD 2X4 SP M 31
WEBS
2x4 SP No.3
OTHERS
2A SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
1-7-8 So purlins. except
2-0.0 so purlins (2-5-15 max�): 3-7.
BOT CHORD
Rigid wiling directly applied or 4-74 so
bracing.
WEBS
1 Raw at midpt 6-10
REACTIONS (lb/size) 2=229010-8-0, (min. 0-1-14),
8=229010-8-0, (min. 0-1-14)
Man, Hertz 2=.63 (LC 9)
Manx Uplift 2=-1049 (LC 4), 8�1049 (LC 5)
FORCES
(11b) - Manc. Comp./Max. Ten. -All forces 250
(1b) or less except when shown.
TOP CHORD
2-3=-493412258, 3-15=-6208/2987
15-16=.620812987, 4-16=-6208129k
4-17=-6208/2987, 5-17=-6208129B7.
5-18--620812987, 18-19=-6208129EI7
19-20=-6208/2987. 6-20=-6208129EI7.
6-21-.4505/2122. 21-22=-450612122,
7-22=-450612122, 74=4934/2256
BOT CHORD
2-14=-197114445, 14-23=-19621446. 1.
23-24=.196214461, 13-241�1962/4461.
13-25--286716209, 12-25=-286716209,
12-26=.288716209, 26-27�286716209.
27-28�286716209. 11-28=.2867t6209,
11-29--286716209. 29.30=-286716209,
10-30=-286716209, 8-10�1985/4445
WEBS
3-14=0/593, 3-13=-1017/2047.
4-13=4871628, 6-11=0/507.
6-10=-2007/1002, 7-10�30411270
NOTES
1) Unbalanced mof live loads haw been considered for this
design.
2) CVInd: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf.' BCDL=6.Opsf-. h=15ft; Cal.
11; Exp C; End., GCpi=0.18: MWFRS (envelope);
cantilewr left and right exposed ; end vertical left and
light exposed: Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) A] plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 put bottom
chord five load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1049 It, uplift at
joint 2 and 1049 In uplift at joint 8.
7) Graphical purlin representation does not depict the size
or the orientation of the purtin along the top and/or
bottom chord '
6) Hanger(s) or other connection deuice(s) shall be
provided sufficient to support concentrated loggia) 370 Ib
down and 416 It, up at 74).0. 113 It, down and 163 111 up
at 9.0-12. 113 It, down and 163 In up at 11-G-12, 113 lb
down and 163 lb up at 13-0-12, 113 lb down and 163 Ib
up at 15-0-12, 113 lb down and 163 Ilb up at 15.7-4, 113
III down and 163 111 up at 17-74, 113 lb down and 163 111
up at 19-7-4. and 113 IS down and 163 It, up at 21-74,
and 370 111 down and 416 11b up at 23-8.0 on top chord,
and 248 It, down at 7-0.0, 92 111 down at 9-0-12, 92 11,
clawn at 1141-12, 92 to down at 13-0-12, 92 lb down at
154t-12. 92 In down at 15-74. 92 lb down at 17-7-4, 92
It, down at 19-74, and 92 1b down at 21-74, and 248 111
down at 23-74 on bottom chord. The designtselection
of such connection device(s) is the responsibility of
others.
9) In the LOAD CASE(S) section, loads applied to the few
of the Inuss am noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead . Roof Live (balanced)- Lumber Increase=115,
Plate Increase=1.15
Uniform Loads (Ibtft)
Van: 1-3�54, 3-7�54. 7-9�54. 2-8=-20
Concentrated Loads (lb)
Van: 3=-323 (B), 7�323 (B). 14�130 (8). 10=-130
(B), 16�113 (B), 16�113 (B), 17=-113 (B). 18=A13
(B), 19=113 (B). 20�113 (B), 21=-113 (8). 22-113
(B). 23-46 (B), 24=46 (B). 25=�16 (8). 26=A6 (B),
27�46 (B), 28=46 (B), 29=46 (B). 30=46 (B)
EN4--
S$
STATE OF
01
t C)RI
Job
Truss
Truss Type
Oty
Ply
PATTERSON
1 11713
1 Jack -Open
1 1
1 1
1 Job Reference (optional)
Southern Truss, Ft. Pierce, rL.. �951
scale , 1:36.2
Run: 8.31 S Aug 13 2019 Print 8.310 S Ang 13 2019 MMoX Industries. Inc. Tue asp 17 07:53.46 Page: 1
ID 4VD7dfijx%�-uCIOD-hKMIlYdOHJ.dVoOYtGPLJmK�derRf�5?02U"WGe4uwsjycomq
74-0
74-0
12
2
Loading
(Psft
Spacing
2-0-0
CSI
I DEFIL
in
(toe)
Union
Ud
PLATES GRIP
TCLL (met)
20.0
Plate Grip DOL
1.15
TC
0.81
Vartill-L)
-0.11
1-3
�695
240
MT20 244/190
TCDL
7.0
Lumber DOL
1.15
BC
0.57
Vert(CT)
-0.23
1-3
�347
180
BCLL
0.0
Rep Stress Inu
YES
WE
Hoa(CT)
1
0.00
2
n/a
n/a
BCDL
10.0
Code
FBC2017rTP12014
Mal
Weight: 22 In FT = 20%
LUMBER
TOP CHORD 2A SIP No.2
BOT CHORD 2x4l SP No.2
BRACING
TOP CHORD Stnuctural mod sheathing directly applied or
7-0.0 oc pudins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc,
bracing.
REACTIONS (lb/size) 1=244113.8-0. (min. 0-1-8), 2=1781
Mechanical. (min. 0-1-8), 3=661
Mechanical. (min. 0-1-8)
Max Harz 1=144 (LC 8)
Max Uplift 1�64 (LC 8). 2c-167 (LC 8)
Max Grav 1=244 (LC 1). 2=178 (LC 1), 3=132
(LC 3)
FORCES (11b) - Max. Comp./Max. Ten. - All forces 250
(11b) or less exmpt when sham.
NOTES
1) Wind: ASCE 7-10: Vult-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf: h=15ft: Cat.
11; Exp C; Encl., GCpIz0.18; MWFRS (envelope):
cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 Pat bottom
chard live load nonconwmenl with any other live loads.
3) Refer to girder(s) for buss to truss connections.
4) Provide mechanical connection (by others) of buss to
bearing plate capable of withstanding 64 lb uplift at joint
I and 167 Its uplift at joint 2.
LOAD CASE(S) Standard
4;
STATE C
k
t0R%�
Iliz MONAL
111filim,
Job
Truss
Truss Type
Qty
Ply
PATTERSON
I H7G
I Jack -Open
9
1 1
1 Job Reference (opbonaft
Southern Trust. Ft. Marco. FI_, U951
Scale - 1735.4
Run: 8.31 S Aug 13 2019 Pdrt 8.310 S Aug 13 2019 Wes Industnes, Inc. Tug Sep 17 07:53:45 Page: I
10:4VD7dfijx%�_uCIOD—hKM[IydOM�ShMOMOH161"16pAYY_lHd)PSUgPZW�kdUPgycomp
b4.
".0
12
3
Loading
(Pat)
Spacing
2-0�0
CSI
DEFL
in
(too)
Ilden
Ud
PLATES
GRIP
TCLL (roof)
20.0
Plate Gnp DOL
1.1 5
TC
0.28
Veng-L)
-0.03
2-4
�999
240
MT20
2441190
TCDL
7.0
Lumber DOL
1.1
Vert(CT)
-0�05
2.4
�999
180
BCLL
0.0
Rep Stress Inu
YE
Horz(GT)
0.00
3
We
n/a
BCDL
10.0
Code
FBC2017/TPI201
Weight 18 Ito
FT = 20%
LUMBER
TOP CHORD 2A SP No.2
BOT CHORD 2A SP No.2
13RACING
TOP CHORD Structural mod sheathing directly applied or
5-0-0 oc purling.
BOT CHORD Rigid calling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=27710�8-0. (min. 0-1-8), 3=1081
Mechanical. (min. 0-1 -8). 4=461
Mechanical, (min. 0-1-8)
Max Horiz 2=124 U-C 8)
Max Uplift 2�121 (LC 4). 3�107 (LC 8)
Max Grain, 2=277 (LC 1), 3=108 (LC 1), 4=92
(LC 3)
FORCES Qb) - Max. Comp./MaxI. Ten. -All forces 250
(Itfi or less except when sham.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph: TCDL=4.2psf; BCDL=6.Opsf. h=15ft; Cat.
11; ExP C: End., GCpi=0.18; MWFRS (envelops);
cantilever left and right exposed ; end vertical left and
fight exposed: Lumber DOL=1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonouncument with any other live loads.
3) Refer to gadefis) for truss to truno; connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 107 Ib uplift at joint
3 and 121 lb uplift at joint 2.
LQAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
PATTERSON
I H8
I Hip Girder
I I
I I
I Job Reference (optional)
Southapa TrucS. Ft. P19MG. FL., U951
Run: 8.31 S Aug 13 2019 Pnnt: 8 310 S Aug 13 2019 Mprok nductnes. Inc. Tue Sop 17 07:53:" 1 I
10:FCOH�qdLtNLO?kK7VlyF2ydOH�ShMOmDH16lkVyl6pAYY_iHdISSt?py0m kdLP9yC0MP
.140 11� 12�
12 4.4- 4.4-
5 r- 3 4
3x4- U4. U4-
U4.
6
5-1-12
624
il�
�142
S�ale - 1 37
Loading
(Par)
Spacing
2.0.0
CS1
DEFL
in (loc)
Well
Ud
PLATES GRIP
TCLL (rool)
20.0
Plate Grip DOL
1.15
TC
0.32
Vert(LL)
0.03 2-8
�999
240
MT20 244/190
TCDL
7.0
Lumber DOL
1.15
BIG
0.37
Ven(CT)
-0.05 2.8
999
180
BCLI_
0.0
Rep Stress Ina
NO
WB
0.10
HorzCT)
0.02 6
n1a
We
BCDL
10.0
Code
FBC20171TPI2014
Matrix-S
Weight: 45 Its FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP Na.3
BRACING
TOP CHORD Structure[ Mod sheathing directly applied or
5-44 as puruns, except
2-0-0 oc puffins (&G-O max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0�O oc
bracing.
REACTIONS (lb/size) 2=67210-8-0, (min. 0-1-8),
5=67210-8-0, (min. 0-1-8)
Max Horiz 2=48 (LC 10)
Max UpId 2=-294 (LC 8), 5�294 (LG 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-10371430, 3.4=-902/412, 4-5�10371430
BOT CHORD 2.8=.341/893. 7�8=-3351902, 5-7=-338/893
WEBS 3.8=0/253, 4-7=01253
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.Gpsf; h=15ft; Cat.
11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end veftical left and
right exposed; Lumber DOL=1.60 plate grip DOLol.60
3) Provide adequate drainage to prevent star parsing,
4) This truss has been designed for a 10.0 psf bottom
Word live load nonmricurrent with any other live loads.
5) Provide mechanical cannecton (by others) of truss to
beanng plate capable of withstanding 294 Is uplift at joint
2 and 294 Is uplift at joint 5.
6) Graphical puffin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 171 Its
down and 230 It, up at 5-U, and 171 lb down and 230
18 up at 6-�O on top chord, and 127 lb dam at 5.0-0,
and 127 lb down at 6.34 on bottom chord. The design/
selecdon of such connection device(s) is the
responsibility of others.
8) IV the LOAD CASE(S) Section, loads applied to the face
of the truss are noted as front IF) or back (8).
LOAD CASE(S) Standard
I I Dead � Roof Live (balanced): Lumber Increase=1.15,
Plate Increase=1.16
Uniform Loads (Ibtft)
Van: 1-3�54. 3.4=-54. 4.6=.54. 2-5�20
Concentrated Loads (lb)
Vert: 3=-124 (F), 4-124 (F). 8=-03 F), 7=-63 (F)
llyv',
B k's,
/r
IjA:76051
Z P
STATE OF ZZ
;:�O' ID N-
M
-------- I , N
Z . .
Y/il, �9/10NAL
Job
Truss
Truss Type
Qty
Ply
PArrERSON .
I HJJ
I Diagonal Hip Girder
4
1 1
1 Job Reference (optional)
4
6
�un: u., � Aug ii �ui� �m: *,v � �g i a zuiv wiex InGUM03, InC. Tud Sep IT 07:53-46 P.,
ID:U4vFFgWEQMT3m7nfpu3wMydCHG.ShMOmDHIBIkVyl6pAYy_iHdD7SMPZWM kdUP9ycomp
fUULED
NUJUED fWUID
WULED 30.
12 3.4. 3
4.6.
IWI.ED
W�
NNUM
ScaTe - 1:382
Plate Offsets (X, Y): [2:0-0-4,0-2-01. [2:Edge,0-1-121. [3:0.1-9,0-1-81
Loading
(pst)
Spacing
2-0-0
Cal
DEFL
in (loc)
"deft
Ud
PL TIES
G
TCLL (roof)
20.0
Plate Grip DOL
1.15
TC
2
Vert(LL)
-0.30 2-4
�377
240
MTA20
24R4'JP1 90
TCDL
7.0
Lumber DOL
1.15
Sc
0.:I
VerhCT)
-0.61 2-4
>185
0
BCLL
0.0
Rep Stags Incr
NO
WE
0.0 0
Horit(CT)
0
0. 0 3
rVa
n/a
BCDL
10.0
Code FBC2017rrP]2014
MatrmS
Weight: 47 111
FT = 20%
LUMBER
TOP CHORD 20 SP M 31
SOT CHORD 2X4 SP M 31
SLIDER Left 2x4 SP No.2 — 9.3-5
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=46010-10-15, (min. 0-1-8),
3=2871 Mechanical. (min. 0-1-8),
4=1121 Mechanical, (min. 0.1-8)
Max Honz 2=174 (LC 4)
Max Uplift 2�185 (LC 4), 3�248 (LC 8)
Max Grav 2=460 (LC 1). 3=287 (LC 1). 4=213
(LC 3)
FORCES Qb) - Max. ComfolMax. Ten. - A[ forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10: VUIt=1 60mph (3-second gust)
Vasd=124mph; TCDL=4.2p$f; BCDL=6.Opsf; h-15ft; Cat.
It: Exit C: Encl.. GCpi=0.18; MWFRS (emvelope);
cantilever left and right exposed ; end �erticil left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed far a 10.0 Pat bottom
chord We load nonconcument with any other live loads.
3) Refer to girder(s) for miss to truss connections.
4) Provide mechanical connection (by others) of miss 0
bearing plate capable of withstanding 248 Ib Uplift at joint
3 and 185 Ito uplift at joint 2.
5) "NAILED" indicates 3-10d (0.148"x3') or 2-12d
(0.148"4.25") toe -nails per NOS guidlines.
6). In the LOAD CASE(S) section, loads applied to the few
of the truss are noted a. front (F) or back (B).
LOAD CASE(S) Standard
I I Dead . Roof Li,re (balanced): Lumber Increase=1.15.
Plate Increase=1.15
J_kraform Loads (Ib/ft)
Vert: 1-3=-54. 241�20
Concentrated Loads (to)
Veit 5=56 (F=28, B=28), 7=-63 (F=-32, 13�32).
10=.36 (F=-18. B=-18)
I,
001111
§\ M B
N 4 GEN-
AS,xv\
P 76(
STATE
0
/Z -----
10 X
Job
Truss
Truss ype
City
Ply
PATTERSON
I HJIA
I Diagonal Hip Girder
2
1 1
1 Job Reference (optional)
Southern TWSS. Ft. PlOnce, FL. 34951
Scal. = 1 352
Run: 8.31 S Me 13 2019 Pent 8,310 S Aug 13 2019 MTek Industries. Inc. Tue Sep 17 07:5s46 P.,.. I
10:U4vFFgWEQW3m7nfpu3wMydDHG.5bMOmDH16lkVylOpAYy_jHdD2Sp8pxWm-kduPg�omp
-1-10-10 6_11�
NALED
IUMLED
NALED
NXLEO
12
35355 r 3
NO
NMLED NUMLED
NALED �1" RAILED
Loading
(psf)
Spacing
2-0 '
Cal
DEF
in
(loc)
11cleft
Lld
PLATES
GRIP
TCLL (war)
20.0
Plate Grip DOL
J.; 5
TC
0.:2
V.R(LLL)
_0.11
2_4
�712
240
MT20
2441190
TOOL
7.0
Lumber DOL
0.01
VerfCT)
-0.22
2.4
�356
180
BOLL
0.0
Rep Stress Ina
NO
INS
0. 0
Hom(CT)
0.00
3
n/a
nfa
BCDL
10.0
Code
FBC2017frPI2014
Mat rIxP
Weight: 24 lb
FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2A SP No.2
BRACING
TOP CHORD Str.teltmal wood sheathing directly applied or
6.0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 1G-M oc
bracing.
REACTIONS (lb/size) 2m33610-10-15, (min. 0-1-8).
3-146/ Mechanical, (min. 0-1-8).
4=661 Mechanical, (min. 0-1-8)
Max Harz 2=140 [LC 4)
Max Uplift 2=-139 (LC 4). 3=-118 (LC 8)
Max Grav 2=336 LC 1). 3=146 (LC 1). 4=131
(LC 3)
FORCES (lb) - Max. Comp.tMax. Ten. - At forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10: Vult=160MPh (3-secad gust)
Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi-0.16; MWFRS (envelope);
cantilever left and tight exposed ; end vertical left and
debt exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This muss, has been designed for a 10.0 psf bottom
chord live load nouncturcument with any other live loads.
3) Refer to girders) for truts to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 118 lb uplift at joint
3 and 139 lb uplift at joint 2.
5� "NAILED' inclicates 3-10d (0.148"XT) or 2-12d
(0.148'x3.25") toe -nails per NOS guidlines.
6) In the LOAD CASE(S) section, loads applied to the few
of the bruss am noted as front (F) or back (B).
LOAD CASE(S) Standard
1� Dead , Roof Live (balanced): Lumber lncrease=1.15.
Plate Increase=11.15
Uniform Leads (Ibtft)
Van: 1-3=.54. 24-20
Concentrated Loads (to)
Von: 5=56 (F=28, 13=28)
Job
Truss
Truss Type
Qty
Ply
PATTERSON
J3
I Jack -Open
1 11
1 1
1 Job Reference (optional)
5=110M Truss, Ff. Pieree, FL, U951 Run: 8.31 S Aug 13 2019 print 8.310 S Aug 13 2019 Mffek Industries, Inc. Tue Sep 17 07:53:46
ID;4VD7dfijxVu0I00 hKM[jydOHJ-5hMOmDHIGIkVyi6p�Y,_IHdKSSCp�W�kdUPgycomp
12
F__
3
Scale 1 1:32.4
Loading
(Psf)
Spacing
2-0-0
CSI
I DEFL
in
(too)
Well
L/d
PLATES GRIP
TCLL (roofl
20.0
Plate GHp DOL
1.15
TO
0.17
Ven(LL)
0. 00
2.4
�999
240
MT20 244f190
TCDL
7.0
Lumber DOL
1.15
BC
0.08
Vert(CT)
-0.01
2.4
�999
180
BCLL
0.0
Rep Stress Ina
YES
WB
0
Hcri:(CT)
I
0.00
3
n1a
n1a
BCDL
10.0
Code
FBC2017frPI2014
Matrix-P
Weighl, 12 to FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2A SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-0 oc pudins.
SOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/sime) 2=21510-8-0. (min. 0-1-8). 3=421
Mechanical, (min. 0-1-8), 4=26/
Mechanical, (min. 0-1,8)
Max Hertz 2=83 (LC 8)
Max Uplift 2=.125 (LC 4). 3=40 (LC 8)
Max Gra� 2=215 (LC 1), 3=42 (LC 1), 4=52
(LC 3)
FORCES (Ilb) - Max. Camp./Max. Ten. - AJI forms 250
(11g) or less except when shown.
NOTES
1) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph: TCDL=4.2psf; BCDL-6.Opsf; h=15ft: Cat.
It: Exis C; Encl.. GCpi=0.18; MWFRS (envelope);
cantlever left and right exposed ; end vertical left and
night exposed: Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
3) Refer to girdeqs) for truss to truss connections.
4) provide mechanics[ connection (by others) of truss to
bearing plate capable of withstanding 50 Its uplift at joint
3 and 125 Is uplift at joint 2.
LOAD CASE(S) Standard
rF-Na
%
P�76051
;Q-Tr'.TE OF
ZOR%
vliz &/ONA&%\-
/81111110
Job
Truss
Truss Type
CRY
Ply
PATTERSON
I
J3A
Jack -Open
::1
T�- It I.- P1
IS�51
Job Reference (optional)
i A, 3 20 3 P ... L G.310 & �w 15 20ii WiTuk nuua�as, re, IUO ESP 17 07:53:46 Page; 1
ID;OILUKIzT6EcRc"06NqO8YdOHH-5hMOmDH16lkVyl6pAYy_iHdLSS�pzW�kdUP9�omp
12
5
6
ESSIG 1 30.2
Loading (psf) Spacing 2-0-0 Cal DEFL in (toe) Idell i PLATES GRIP
TCLL (nooft 20.0 Plate GOP DOL 1.15 TC 0. 11 Veftft-L) 0.00 1-3 999 2,10 MT20 244/190
TCDL 7.0 Lumber DOL 1.15 BC 0. 08 Vert(CT) -0.01 1-3 �99 . 9 180 Weight; 9 lb FT = 20%
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n1a n/a
BCDL 10.0 Code FBC2017frP]2014 Matrix-P
LUMBER
TOP CHORD 2.x4 SP No.2
BOT CHORD 2A SP No.2
BRACING
TOP CHORD Structural mod sheathing directly applied or
3-0-0 oc, pumns.
BOT CHORD Rigid aging directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=9610-8-0, (min. 0-1-8), 2m70/
Mechanical, (min. 0-1-8), 3=26/
Mechanical, (min. 0-1-8)
Max Hartz 1=62 ft-C 8)
Max Uplift 1�23 (LC 8). 2=-68 ft-C 8)
Max Gra� 1=96 (LC 1), 2=70 (LC 1). 3=52
ft-C 3)
FORCES (11b) - Max. CompdMax. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7A 0: Vult=160mph (3-secand gust)
Vasd=124mph; TCDL=4.2psf: BCDL=6.Opsf: h=15ft; Cat.
It: E.P C; Encl., GCpi=0.18; MWFRS (envelope):
canfilever left and tight exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 Pat bottom
chord live toad manconcument with any other live loads.
3) Refer to gincer(s) for muse to trus,s connections.
4) Provide mechanical connection (by others) of muss to
bearing plate capable of withstanding 23 lb uplift at joint
I and 68 lb uplift at joint 2.
LQAD CASE(S) Standard
Sr
Job
Truss
Truss Type
Q "Y
Fly
PATTERSON
T1
Common
3
Job Reference (optional)
SoUthem Truse, Ft, PAMG. FL., M951 Run: 8,31 5 Aug 13 2019 PrIft U.310 S Aug 13 2019 Mffek Indushes, Inc. TUG Sep 17 07:53:47 Page: 1
ID-4VD7dfijx%�_uCIOD-hKMIjYdOHJ-Zuvm�IRLSMaBg?jGTDFUAL7�6YMcvDONlx�amo
7-11-14 1� =�2 3� 32�
7-11-14 74-2 7�2 7-11-14 �4-0
4.5�
4
3.5.4- W. 3.5x4- W, 3.ft4-
12�
Sce I. = 1 56.3
Plate Offsets (X, Y): [10A-10,Edge], [3:0-3-8,0-3-4], [5:0-3-8.0-3-4], [6;0-1-10,Edge]
1&7-13
30�0
Loading
(Psf)
Spacing
2-0-0
CS1
GFFL
in
"02
'Idefi
Ud
PLATES GRIP
TCLL (rool)
20.0
Plate GOP DOL
1.15
TC
0.79
Vat�!-L)
-0.44
2-10
�817
240
MT20 2441190
TCDL
70
Lumber DOL
1.15
BC
0.57
Vert(CT)
-0.92
2-10
�391
180
BOLL
0.0
Rep Stress Ina
YES
WB
0 .27
Horz(CT)
0.06
6
rue,
n/a
BCDL
10.0
Code
FBC20171TPI2014
Mat _S
Weight: 136 lb FT = 20%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2A SP M 31
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural Mod sheathing directly applied or
2.2-0 oc purlins.
SOT CHORD Rigid cefling directly applied or 9-2-7 oc
bracing.
REACTIONS (lb/size) 2=120010-8-0, (min. 0-1-8),
6=120010-8-0, (min. 0-1-8)
Max Horiz 2-126 (LC 10)
Max Uplift 2,106 (LC 8). 6=406 (LC 9)
FORCES (lb) - Max. CompJM=. Ten. -All forces 250
(11b) or less except when shown.
TOP CHORD 2-3=-2142/721. 3-4=-17811545,
4-5=-1781/545. 5-6=-2142,722
BOT CHORD 2-10=-67911915, 9-10=.27011317,
B-9=-27011317, 6-8=-55311915
WEBS 4-10=-172/550. 3-10=-4691421.
4-8=-172/550. 5-8=4691421
NOTES
1) Unbalanced roof live loads haw been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph: TCDL=4.2psf: BCDL=6.Opsf; h=15ft; Cat
11; Exp C: Encl.. GCPI=0.18; MWFRS (envelope);
cantilever left and night exposed ; end venical left and
right exposed; Lumber DOL=1.60 plate gnp DOLaI.60
3) This Iruss has been designed for a 10.0 psf boftom
chong live load nonconcument with any other live loads.
4) Provide mechanical connection (by ottwirs) of truss to
bearing plate capable of wilbstainding 406 lb Uplift at joint
2 and 406 Ilb uplift at joint 6.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
PATTERSON
I T2
I Roof Special Girder
I I
1 1
1 Job Reference (optional)
southern T... Ft. PI.... FL.. M951
-I�
6
4
;T
Scale 1:56.4
Run: 8,31 S Aug 13 2019 Pnot 8.310 SAug 13 2019 Mfiek IntitundeS. Inc. Tue 5,tp 1707:53,17 Falls: I
to koMlrFGBVBeBJWhCYBnFydOH7-ZUVMZZlftLsMaBg?jGTDFU"ZS7NGSvDONlxc�oMo
2�
4.4-
3� 32�
3.4. 2.5A. 3X41 3'&�
Plate Ofil [X. Y): 12:0-3-8,0-1-81, 15:0-2-0,Edgel, [9:0-3.8,0.0-7], 111.0-2-0,Edgel
3�
Loading
(Pat)
Spacing
2-0-0
C
OFF
Udell
L/d
PLATES GRI
TCLL (roof)
20.0
Plate Gnp DOL
1.15
T C,
0.93
Ven(LLL)
0.4'1
13-01C4
-380
24 a
MT20 2441r
190
TCDL
7.0
Lumber DOL
1.15
BC
0.71
Vert(CT)
-0.57
13-14
-271
. 180
BCLL
0.0
Rep Stress Incr
NO
WB
Horz(CT)
0.09
11
We
n/a
BCDL
10.0
Code
FBC2017rrPI2014
Mat
Weight: 126 111 FT = 20%
LUMBER
TOP CHORD
2A SP No.2 *Exwpt* T3:2x4 SP M 31
BOT CHORD
2A SP No.2 *Except' B2:2x4 SP M 31
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural mad sheathing directly applied or
2-0-7 oc purfins, except
2-0-0 oc purlins (4-7-1 maor): 5-9.
BOT CHORD
Rigid wiling directly applied or 6.1-15 oc
bracing.
REACTIONS All bearings 18-9-0. except
Qb) - Max Horlz 2=81 (LC 8)
Max Uplift All uplift 100 (lb) or.less at joint(s)
except 2=490 (LC 4). ll=-600 (LC
9). 15=425 (LC 9), 17�263 (LC
17). 18=568 (LC 9). 19=1551 LC
18). 20=-218 (LC 25)
Max Grav All reactions 250 (111) or less at joint
(s) IT except 2=1110 (LC 1),
11m1276 (LC 1). 15=959 (LC 18),
18=1113 (LC 18). 19=857 (LC 9).
20=401 (LC 17)
FORCES
(11b) - Max% CompJMax. Ten. -All forces 250
(Ilt) or less exwpt when shown.
TOP CHORD
9.10=-215511136, 10-11=.232711086,
5.6=.204611067, 6-7=-2046/1067.
7-21=-204611067, 8-21�2041611067.
8-9=-204611067, 4-5=.222911181.
2-3=-227311123, 3-4�226611190
BOT CHORD
2-20=-90012046, 19-20=-90012046.
18.19=-90012046, 17-18=-90012046
16-17=-90012046, 15-16=-90012046
15-22=-90012046, 141-22�9001204:.
14-23=-900/2046, 13-23-900/204
11-13=-90012046
WEBS
4-19=-812/1596, 3-20=-2791271.
7-15=.620/370. 8�14=01325. 10-13=0/325,
5-18=-9971543
NOTES
1) Unbalanced roof live loads haw been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph: TCDL4.2psf. BCDL=6.Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left and
right exposed: 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 few).
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSIrrPI 1.
4) Proune adequate drainage to prevent water ponding.
5) Ali plates are Ix4 MT20 unless otherwise indicated.
6) Gable studs spaced at 4-0-0 cc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of uttss to
bearing plate capable of withstanding 490 lb uplift at joint
2.6DO lb uplift at joint 11, 1550 111 uplift at joint 19. 217 Us
uplift at joint 20, 262 111 uplift at joint 17, 424 111 uplift at
joint 15 and 567 Is uplift at joint 18.
9) Graphical Purim representation does not depict the size
or the orientation of the purfin along the top and/or
bottom chord.
10) This buss has large uplift reaction(s) from gravity load
case(s). Proper connection is required to secure truss
against upward movement at the bearrings. Building
designer must provide for upfift reactions indicated.
11) Hangere) or other connection devI shall be
provided sufficient to support concentrated load(s) 164 lb
down and 170 lb up at 19-7.4, and 153 lb dam and 163
lb up at 21-7-4. and 420 Ito down and 416 Its up at
23.8-0 on top chord, and 92 Its dam at 19-7,1, and 92
lb dam at 21-7-4. and 248 to down at 23-7-4 on bottom
chord. The design/selection of such connection device
(a) is the responsibility of others.
12) In the LOAD CASE(S) section. loads applied to the face
of the tuss am noted as front (F) or back (8).
LOAD CASES) Standard
1) Dead , Roof Live (balanced): Lumber IncreasezI.15,
Plate Increase-11.15
Uniform Loads (Ibtft)
Vert: 9-12=-54, 5-9=-54. 4-5�54. 1-4-54. 2-11-.20
Concentrated Loads fib)
Vert: 9=-323 (F). 141=46 (F), 8=.113 (F), 21�124 (F).
22=46 (F), 23=-130 (F)
13
N N rF-N
Net
Fif 761
STATE OF lir ZZ
310NAL
, \\N
'1`111111iO
Job
Truss
T `5 Type
QtY
Ply
PATTERSON
vi
7V.11ey
I
I
Job Reference (optional)
I
---- - ----- nun. u.ci � �ug ii zuiv nc u.jiu � �g I J ZVI U WIeK IndUStre, Inc. TUG Sep 17 07:53:47 page 1
ID:YhnVaJLIPBIPSZPYO$brX"OHI-ZumalffLsMaBg?jGTDFU"m7?YQmvDONlxcycomo
7-� 7�
5.7=
12 2 3
F—
I n
4.4.
b-12 1-2111
7�
Scale - 1:39.7 2� 1-11-10
Plate Offsets (X, Y): [2:Edge,0-2-111
1.5.5.
Loading
(Psf)
Spacing
2.0-0
CSI
I DEFL
in
(Joe)
Udefl
Ud
PLATES GRIP
TCLL (moft
20.0
Plate Grip DOL
1.15
TC
0.75
Wrt(LI-)
G 00
4.5
�999
240
MT20 244/190
TCDL
7.0
Lumber DOL
1
1.15
BC
0.77
Vert(CT)
0.00
4-5
�999
180
BCLL
0.0
Rep Suess Incr
YES
WB
0.
Horz(CT)
1
�.01
3
We
n/a
BCDL
10.0
Code
rBC20171TPI2014
Matri.-R
Weight: 26 lb FT = 20%
LUMBER
TOP CHORD 2.4 SP N0.3
BOT CHORD 2.x4 SP No.3
WEBS 2X4 SP No.3
BRACING
TOP CHORD Struictural wood sheathing directly applied or
6-0-0 oc buries, except end verticals, and
2.0-0 oc puffins (6-0-0 max): 2.3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS A1[ bearings 0-1-8.
(lb) - Max Honz 7=160 (LC 5)
Max Uplift NJ uplift 100 (ft) or law at joint(s) 6
except 3�136 (LC 5). 7=-124 (LC
4)
Max Grav All reactions 250 (lb) or less at joint
(a) 3, S. 6 except 7=273 (LC 1)
FORCES (115) - Max. Comp./Max, Ten. -All forms 250
(III) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
VaSdml24mph; TCDL=4.2psf-. BCDL=6.Opsf; h=15ft: Cat.
11; ExP 0; Encl., GCPI=0.18; MWFRS (enotelope):
camblever left and right exposed ; end verfical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
41 Refer to girden(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) 6 except fit=lb) 3=136, 7-124.
Graphical purfin representation does not depict the size
or the orientation of the pudin along the top and/or
bottom chord.
7) Gap between inside of top chord bearing and first
diagonal or Vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
PATTERSON
V2
I Valley
1 1
1 1
1
Job Reference (optional)
rc, , u a sap 1 f U7:53.47 Page: 1
ID:OtLQKj�TSE�R.n66NqCBydOHM.Z..�iffL.MaBg?JGTDFUANfsBKYQm�ONlxc�omo
12
5 2
�0 3
2x4. 1.5�4.
Siale - 1 33
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildell Lid PLATES GRIP
TCLL (moQ 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) me - me age MT20 2441190
TCDL 7.0 Lumber DOL 1.15 BC 0.49 Ven(TL) me - me 999
BCLL 0.0 Rep Stress Ina YES WB 0.00 Hodz(TL) 0.00 3 turn ruin
BCDL 10�0 Code FBC2017ITP12014 MatN._p Weight: 19 lb FT 20%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2A SP No.3
BRACING
TOP CHORD Structural mod sheathing directly applied or
"-8 oc purfins. except end verticals.
BOT CHORD Rigid calling directly applied or 10-M oc
bracing.
REACTIONS ([btsize) 1=179/5-8-8, (min. 0-1-8).
3=17915-8-8, (min. 0-1-8)
Max Honz 1=117 (LC 7)
Max Uplift I �60 (LC 8), 3=-80 (LC 8)
FORCES (lb) - Max. Comp.lMax. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult-160mph (3-sewnd gust)
Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft: Cat.
11: Exp C; Encl., GCpi=0.18: MWFRS (envelope);
cantilever left and tight exposed : end vertical left and
rain exposed: Lumber DOL=1.60 plate grip DOL=1.60
2) 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 ANSlrrPI 1.
3) Gable requires continuous bottom chord hearing.
4) Gable studs spaced at 4-0-0 no.
5) This truss has been designed for a 10.0 psi bottom
chord live load nonconcurrent with any other liw loads.
6). Provide mechanical connection (by others) of truss, to
bearing plate capable of withstanding 60 lb uplift at joint
sol I I I I if
I and 80 Its uplift at joint 3.
LOAD CASE(S) Standard N N
N GENS
P 76051
Job
Truss
Truss Type
Qty
P
PATTERSON
V3
Valley
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144
12
2
a4.
Scale = 1:27A
Loading
(Pat)
Spacing
24�0
CSI
I DEFL
In
ftoc) Well
Ud
PLATES GRIP
TCLL (met)
20.0
Plate Grip DOL
1.15
TC
0 02
Vari
t(LQ
n/a
- We
999
MT20 2441190
TCDL
7.0
Lumber DOL
1
1.15
BC
0.02
Vert(TQ
n1a
- n/a
999
BCLL
0.0
Rep Stress Ina
YES
V�
Horiz(TL)
1
0.00
2 n/a
n/a
BCDL
10.0
Code
FBC20171TPI2014
M
Weight: 4 :b FT = 20%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING
TOP CHORD Structural Wood sheathing directly applied or
1�8-8 So pudins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/sIze) 1=36/1-8.8, (min. O�1-8).
2=26/1-a-8, (min. 0-1-8).
3=10/1-8-8, (min. 0-1-8)
Max Honz 1=20 (LC 8)
Max Uplift 1�10 (LC 8), 2=.24 (LC 8)
Max GraU 1=36 (LC 1), 2=26 (LC 1). 3=20
(LC 3)
FORCES (1b) - Max. Cornp./Max. Ten. - All forces 250
(11b) or less except when sham.
NOTES
1) Wind: ASCE 7-10: Vul"60mph (3-second gust)
VaSd=124mph; TCDL=4.2psf. BCDL=6.Opsf. h=15ft: Cat.
II: Exp C; Encl.. GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed : end vertical left and
right exposed; Lumber DOL=1.60 plate imp DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconounrent with any other live fonds.
4) Bearing at joint(s) 2 Considers parallel to grain value
using ANSIrrPI 1 angle to grain formula. Building
designer should verify capacity of beadng surface.
51 Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 10 lb uplift at joint
1 and 24 lb Uplift at joint 2.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Oty
PI)
PATTERSON
V4
I Valley
1 1
1
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6_10.8
12
2
5
T
3
1.5.4.
Sule 1 1:34.8
Loading
(psf)
Spacing
24W
Cat
I DEFL
in
(too) Wall
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.15
TO
0.66
t LL)
Van(
n/a
- n/a
999
MT20 2441190
TCDL
7.0
Lumber DOL
1.15
BC
0.78
Vert(TQ
P/a
- n1a
999
BCLL
0.0
Rep Stress Ina
YES
%A
Horiz(TL)
1
0.00
3 n/a
n1a
BCDL
10.0
Code
FBC2017frP12014
M
Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2A SP No.2
BOT CHORD 2A SP No.3
WEBS 2A SP No.3
BRACING
TOP CHORD Structural mod sheathing directly applied or
6-10-8 oc, pudins. except end �ertjcaa.
BOT CHORD Rigid wiling directly applied or I()0-0 oc
bracing.
REACTIONS (lb/size) 1=2221640-8, (min. (�1-8).
3=22216-10-8, (min. 0�1-8)
Max Hartz 1=146 (LC 5)
Max Uplift 1=-75 (LC 8). 3=-99 (LC 8)
FORCES Qb) - Max. Comp.lMax. Ten. -All forces 250
(11b) or less except when shown.
NOTES
1) Wind: ASCE 7-10; VuI1=-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=6.Cpsf: h=15R: Cat.
11; Exp C: Encl.. GCpi=0.18� MWFRS (ervvelope):
cantilever left and right exposed ; end vertical left and
right exposed: Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For suits exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable.
or consult qualified building designer as per ANS1rrPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 4-0-0 ac.
5) This miss has been designed for a 10.0 psf bottom
chord We load nonconciment with any other live loads.
6). Provide mechanical connection (by others) of truss to
waning plate capable of withstanding 75 lb uplift at joint
I and 99 ta uplift at joint 3.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Ply
PATTERSON
V5
1 Valley
1
I
1 1
1 Job Reference (optional)
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�10_11
12
5 2
3
2%4. 1.5x4.
4-10-8
S.Te - 1:31.8
Leading
(Pat)
Spacing
2-0-0
CS]
DEFL
n
(loc) Intel
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate GOP DOL
1.15
TC
0.46
Vart(I.I.)
'; .
n1a
999
MT20 244/190
TCDL
7.0
Lumber DOL
1.15
BC
0.32
VerftTL)
n/a
- n1a
999
BCLL
0.0
Rep SmessIncr
YES
W B
0.
Hcmz(TL)
0.00
3 n1a
are
BCDL
10.0
Code
FBC2017rrPI2014
MatHx_p
Weight: 16 Its FT = 20%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4SPNo.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural mod sheathing directly applied or
4-10-8 cc pumms, except end verficals.
BOT CHORD Rigid wiling directly applied or 10-0-0 cc
bracing.
REACTIONS (lb/size) 1=14814-10�8, (min. 0-1-8).
3=14814-10.8, (min. 0-1-8)
Max Hortz 1=97 (LC 5)
Max Uplift 1=50 (LG 8), 3=.66 (LC 8)
FORCES (11b) - Max. CompJMax. Ten. -All forms 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-secand gust)
Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed : end verfical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of Me truss
only. For studs exposed to wind (normal to the few), '
see Standard Industry Gable End Details as applicable,
or consult qualifted building designer as per ANSVIPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 4-0-0 cc.
5) This buss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
6L Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 50 Its uplift at joint
I and 66 Ito uplift at joint 3.
LOAD CASE(S) Standard
Job
Truss
Truss Type
City
Ply
P ATT ER SON
V6
Valley
I
Job Reference (optional)
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12
5 I.U4.
2
3
2x4. I�U4.
2-1043
scal. = 128,8
Loading PsJ)
Spacing
2
I Cat
DEF In (too) Well L/d
PLATES GRIP
TCLL(roof) 20.0
Plate Grip DOL
1.15
TG
0.10
VerftLLL) n/a n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.15
BC
0.07
Velt(TL)) We n1a 99g
BCLL 0.0
Rep Stress Ina
YES
WB
Horiz(TL 0.00 3 n/a n/a
BCDL 10.0
Code FBC20171TPI2014
Mat
Weight 9 b FT - 20%
LUMBER
TOP CHORD 2x4l SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2X4 SP No.3
BRACING
TOP CHORD Structural mad sheathing directly applied or
2-10�8 oc, purims, except end verficals.
BOT CHORD Rigid calling directly applied or 104).0 oc
bracing.
REACTIONS (11b/sIze) 1=7412-10-8. (min. 0.1-8).
3=7412-1(�8, (min. 0-1-8)
Max Haiz 1�19 U-C 5)
Max Uplift 1�25 ft-C 8), 3=-33 ft-C 8)
FORCES 11b) - Max. Comp./Max. Ten. -AJI faces 250
(lb) or less except Men shown.
NOTES
1) Wind: ASCE 7-10; VUI"60mph (3-second gust)
Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=15R; Cat.
11; E.P C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and fight exposed ; end vertical left and
right exposed: Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires cammuous bottom chord bearing.
3) This truss has been designed (or a 10.0 pst bottom
chord live load nonconcument with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 25 le uplift at joint
I and 33 lb Uplift at joint 3.
LOAD CASE(S) Standard