3772 Hanworth Lp - 18-3972; NEW SFHCITY OF SANFORDKBUILDING & FIRE PREVENTION
PERMIT APPLICATION
SEP (
E
19
Application No: ( ?' 19 1 ll/
Documented Construction Value: $ 1Fr
Job Address: 3772 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0070 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com .
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CGC1517157
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of a plication and the code in effect as of that date: 5" Edition (2014) Florida Building Code
QZ 1
Revised: June 30, 2015 k -1 )
2: `$
33,1515-0 '(4 ?Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
J 9F 9/19/2018 J9/19/2018
Signat of0 er nt Date Signatu fC ctor gent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
9/19/2018 9/19/2018
Signature of Notary -State of Florida Date
PJ/9 MEAGAN LYNNE FOWLER
O'
Sy
MY COMMISSION # GG 063253
EXPIRES: January 17, 2021
Bonded Thru Budget Notary Services
Signature of Notary -State of Florida Date
p"Sy ljse^ MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021
Bonded Thru Budget Notary Servioes
Owner/Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of lD Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building W Electrical a Mechanical Lg-- Plumbing x' Gas[] Roof
Construction Type: qpj Occupancy Use: Flood Zone: x-5 E
Total Sq Ft of Bldg: 30l8 Min. Occupancy Load: I" # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No 5? # of Heads
APPROVALS: ZONING: 01.Z UTILITIES:
COMMENTS:
ENGINEERING: OAT c t""Sag--IRE:
Ok to construct.single family home
with setbacks and impervious area
shown on plan. yti. 3'1• imP•
Seaside - i, c-
Plumbing - # of Fixtures 20
Fire Alarm Permit: Yes No Ef
WASTE WATER:
BUILDING: SF rr• t8
Revised- June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 3 /
Documented Construction Value: $ 115,111
Job Address: 3772 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0070 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person:, Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CGC1517157
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company: N/A
Address:
Phone: 407-774-6078
Fax:
E-mail: _
Mortgage Lender:
Address:
brian@abdesigngroup.com
N/A
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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
4 9/19/2018 9/19/2018
Signatllllof0 er nt Date Signatu fC ctor gent Date
Tracy McDonald
Print Owner/Agent's Name
9/19/2018
Signature of Notary -State of Florida Date
m au ^ MEAGAN LYNNE FOWLER
MY COtMISSION ; GG 063253
N' ,moo EXPIRES: January 17, 2021
OF FN° BontleQ T11N Budget Notary Services
Tracy McDonald
Print Contractor/Agent's Name
9/19/2018
Signature of Notary -State of Florida Date
7„qY PLC., MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
N,'3 ,«r7aT EXPIRES: January 17.2021
Bonded Thtu Budoel Notary Services
Owner/Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire-Sprinkler-Permit: Yes-No-O —#-of-Heads Fire Alarm -Permit: Yes- No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
CITNY OF
l / ; SAFORD
FLORIDA
Name
Address
City:
Phone:
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
icy McDonald Frim NVR dba Ryan Homes
4307 Vineland Rd #H-20
Orlando
407-692-9820 Fax:
State FL
Property Address: 3772 Hanworth Loop
Property Owner: NVR dba Ryan Homes
Parcel Identification Number:
Phone: 407-692-9831
Zip Code: 32811
Email:
17-20-31-5VC-0000-0070
Fax:
The reason for the flood plain determination is:
Email: trmcdona@nvrinc.com
X New Structure Existing Structure (Pre-2007 FIRM Adoption)
Expansion/Addition Existing Structure (Post 2007 FIRM Adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
Flood Zone X Base Flood Elevation
FIRM Panel Number 120294 0090F
N/A Datum N/A
Map Date September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The Parcel is in the Floodplain Floodway
A portion of the Parcel is in the Floodplain Floodway
X The Parcel is not in the X Floodplain Floodway
The Structure is in the Floodplain Floodway
The Structure is not in the Floodplain Floodway
If the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is:
BP# 18-3972
Reviewed by: AmelCa 4, CF/Li- Michael Cash, CFM T:\
Engr-Files\Elevation Certificate\H\Hanworth Loop\3772-FZD Date:
10/18/2018
Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & 9 9 Y
F —1877— Landscaping in Right -of -Way
www.santordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Koe..mar.below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. CaIIb8fMrwei%
1. Project Location/Address:
2. Proposed Activity:
3772 Hanworth Loop, Sanford, FL 32773
X Driveway ElWalkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is sub
Property owner:
Signature:
Address: 4307 Vinet Phone: (
407) 692-9831 Orlando,
FL 32811 Other.
Print
Name: Tracy McDonald Emergency
Repairs Fax:
Email: trmcdona@nvrinc.com Date: 09/19/2018 Maintenance
Responsibilities/Indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement end unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's rightof-v 0a. I
have read and Signature:
the
above statement and by signing this application 1 agree to Its terms. Date:
09/19/2018 permit
shall be posted on the site during construction. Please
call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Pre -
pour Inspection by: Date: Official
Use Only Application
No: Fee: Date: Reviewed:
Public
Works Date: Utilities
Date: Approved:
A
Engineering
Date: i p ` (9,^-zot v Site
Inspected by: Date: Special
Permit Conditions: November
2015 ROW Use Driveway.pdf
SQ.FT. CALC.'S
I5T FLR LIVING 2539 I FT.
TOTAL LIVING 2539 Sa FT.
ENTRY 32 5a FT.
GARAGE 5 M
LANAI 151 SQ FT.
TOTAL 3921 Ba F1,
O01rQl MD OLADONO Will LOADS SAW MD E WOSUM
FUR 1®OFD GUM
CALL • OM14M BmE 9) NN N!D
FOOTAGE TIQI
1 35 7) 26-54 5 26S1 / -3425
2 35 4 21M / -21154DER
3 56
V 5 2613 / -32M
4 02
16 -V 5 24M / -3016
5 n
75-54
El 4 2E45 / -5M
b 4 Ter 4 29A3 / -3LfII
TR44550<'LF
1 n 56 4 MA475 / -3W%
e 33
L 25-5N
56 4 no / -2967
5 65 50eo 5w 4 25,64/-25g3
10 33 2) M-5H 5 M / -34M
0 33 l2) 25-5H 4 flD / •M62
Q n ES456
4 2eA5 / -30.%
13 n
25-
4 25.,* / -3l
WIND DESIGN CRITERIA
A BASIC WIND SPEED MPH (3 SECOND GUST)
VULT.150 / VASD.06 PIPW
B. INTERNAL PRE551RE ODEFFICFNT.. JS
C. RISK CATEGORT.TYPE 11
EMOOGURE CATEGORY C
NOTE,
VALUES FOR cOflill'rB A CLADDING PRESSURE ARE BASED ON
THE VUlt DESIGN WIND SPEED. F5cR ll ED. (20n) ALLOWS THESE
PRESSURES To BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE
OR NOMMAL TESTED VALUES USED BY PRODUCT tUAFACTUIl
NOIFLPRlfit ro oRTutNtl INSTALLATION on ALL FF2/79G recvn ro FRUT THS RUSH
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ft Del
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I T E C T S Design Group 1Da 1.
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REAGAN BLVO. LONGVMOD. FL 32750 H.
407-7744079 FAX407-
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PROJECT:
R2065.
00#7
00001
PAGE: FLOOR PLAN DATE:
9/
8/18
BOAT-"• 1/4"=1'-
0" 814MET 3 OF 7
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: h o
I hereby name and appoint: Tracy McDonald
an agent of. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application fqr work located at:
Street Address
Expiration Date for This Limited Power of Attorney: 12/31/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OF FLORIDA /
COUNTY OF Orange
The foregoing instrument was acknowledged before me this _iday of,
200 18 , by Scott James Faber who is m • ersona Ily awn
or who has produced as
identification and who did (did not) take an oath.
Notary Seal)
EAGAN LYNNE FOWLER
r , MY COMMISSION # GG 063253
EXPIRES. January 17, 2021
B.M d Th-Budget Notary Sete
Rev. 08.12)
Signature
ft!g# MN FAN L'0r- A -
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires:
r
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lol7KensingtonReserveSeasideBGR Builder Name: RYAN HOMES
Street: 3772 HANWORTH LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft2
b. Frame - Wood, Adjacent R=13.0 420.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (2635.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2539.00 ft2
6. Conditioned floor area above grade (ft2) 2539 b. Knee Wall (Vented) R=19.0 9600 ft2
Conditioned floor area below grade (ft2) 0
c. R= ft2
11. Ducts R ft2 7.
Windows(276.2 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a.
U-Factor: Dbl, U=0.35 208.42 ft2 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 44.5 SEER:15.00 c.
U-Factor: Dbl, U=0.34 3.75 ft2 SHGC:
SHGC=0.31 13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 5.206 ft. Area
Weighted Average SHGC: 0.290 14. Hot water systems a.
Electric Cap: 50 gallons 8.
Floor Types (2539.0 sqft.) Insulation Area EF: 0.950 a.
Slab -On -Grade Edge Insulation R=0.0 2539.00 ft2 b. Conservation features b.
N/A R= ft2 None c.
N/A R= ft2 15. Credits Pstat Glass/
Floor Area: 0.109 Total
Proposed Modified Loads: 70.17 PASS TotalBaselineLoads: 70.72 I
hereby certify that the plans and specifications covered by Review of the plans and ST,gTc this
calculation are in compliance wit the Florida Energy specifications covered by this O$
E
ti
Code.
calculation indicates compliance with
the Florida Energy Code. PREPARED
BY: '""- Before construction is completed u DATE:
9-10-1A Sr.ntt Pratt this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as desi n is in compliance Florida Statutes. CAD
withtheFloridaEnergyCode. WB1V OWNER/
AGENT: BUILDING OFFICIAL: DATE:
9 10/2018 DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 9/
10/2018 11:50 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
parmit ii
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing;— Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry'In
50 Frame
60 Insulation Rough In
70 Drywall /,Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTR C E +I
Min110 Max Inspection Description
10 Electric Underground
Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
lFaq MUM
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
C;bAvl Yyll;yrfC.N;: :4-:"•T1Y u;YlCvrbT)•,
1VIECHANrCAI P ERM.I
i^:i•;IT•SlY'). a(.a',:j7 •= 1:r+%/(:,^C:,'F•.ti ; •r._ :i•J,...T7; f:Jr:L 1-.iy'l'
V°1;• ii "7:_+'i ,;;-: n 1,<<; f:: ; yr ;t? ;,.:
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot111KensingtonReserveSummerlandKGRSE Builder Name: RYAN HOMES
Street: 3906 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number: # 1 8 - 3 9 7 2 nt/VVp0Owner: Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sgft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1264.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1384.0 sgft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1384.00 ftz
6. Conditioned floor area above grade (ft') 2476 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. N/A. R= ft'
11. Ducts R ft'
7. Windows(298.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25
a. U-Factor: Dbl, U=0.35 197.94 ft'
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 96.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft'
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.321 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1381.0 sgft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features
b. Floor over Garage R=11.0 291.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.121
Total Proposed Modified Loads: 70.95 PASSTotalBaselineLoads: 71.25
1 hereby certify that the plans and specifications covered by Review of the plans and ct%E S7:43,
this calculation are in compliance ' h the Florida Energy specifications covered by this ti s , O
Code. calculation indicates compliance ii, _ , ,1-6
with the Florida Energy Code. is ,,,,,
PREPARED BY: `•'T'- Before construction is completed
DATE: 9-10-18 Srntt Pratt this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as esig ed j compliance
Florida Statutes.
CObwiththeFloridaEnergyCode. Wr'
OWNER/AGENT: 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 R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house.
9/10/2018 4:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
1
FORM R405-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl 11 KensingtonReserveSu
User
1
RYAN HOMES
SANFORD
691500
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 2476
Total Stories: 2
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
83
KENSINGTON RESE
3906 CRAWLEY DOW
Seminole
SANFORD ,
FL, 32773
CLIMATE
Design Location TMY Site
Design Temp
97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2476 21541.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2476 21541.2 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main
2 Slab -On -Grade Edge Insulatio Main 115 ft 0
291 ft'
1090 ft'
11 0 0 1
0 0.38 0.62
ROOF
Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Hip Composition shingles 1499 ft' 0 ft' Medium 0.85 N 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1384 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1384 ft' 0.11 Wood
9/10/2018 4:16 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
lie Space R-Value Et In Ft In Area R-Value Fraction A
1 NE Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0
3 SE Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0
4 SE Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0
5 SW Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 025 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft' 0 0 0.6 0
7 NW Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0
8 NW Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft' 0 0 0.6 0
9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft' 0 0.25 0.3 0
DOORS
Ornt Door Type Space Storms U-Value Wdth Height Area
Ft In Ft In
1 SE Insulated Main None 25 3 6 8 20 ft'
2 Wood Main None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
2 NE 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
3 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in Drapesiblinds Exterior 5
4 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
5 SW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
6 SW 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
7 NW 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None
8 NW 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
9 NW 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 2 ft 0 in 1 ft 6 in None Exterior 5
10 NW 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 2 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 459 ft' 459 ft' 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA Eq A ACH ACH 50
1 Wholehouse Proposed ACH(50) .000359 2333.6 128.11 240.94 3229 6.5
9/10/2018 4:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit] Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ftz
DUCTS
Supply --- Return --- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 123.8 cfm 0.05 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
f MarJanebff Ap r Jun Nov DecHeatingXJanMarX F X1 j Apr JulJun1xiMayJXJ
X
Au9 Sepri iOct m Nov DecVentingJan [ Feb X Mar Jun Jul Au Sep
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
9/10/2018 4-16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3906 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
5. Is this a worst case? 10. Ceiling TypesNo
Insulation Area
a. Under Attic (Vented) R=30.0 1384.00 ft'
6. Conditioned floor area (ft') 2476 b. N/A R= ft'
7. Windows" Description Area
c. N/A R= ft'
a. U-Factor: Dbl, U=0.35 197.94 ft'
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
R ft'
6 605.25
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 96.00 ft'
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: Dbl, U=0.34 5.00 ft' a. Central Unit 38.5 SEER:15.00
SHGC: SHGC=0.31
d. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 38.0 HSPF:8.50
Area Weighted Average Overhang Depth: 1.321 ft.
Area Weighted Average SHGC: 0.290
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft a. Electric
EF: 0.95
b. Floor over Garage R=11.0 291.00 ft'
c. N/A R= ft'
b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building TKEST
Construction through the above energy saving f atures which will be installed (or exceeded)
in this home before final inspection. Other anew EPL Display Card will be completed
based on installed Code compliant feaW ds
Builder Signature:
Address of New Home: 3
Date 9/10/2018
City/FL Zip: 32773 coovyS
WE
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. Email EnergyGauge tech support at
techsupport@energygauge.com 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.
9/10/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
FADDRESS: 3906 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third parry. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdiVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'17 (41°C)
or below 55'F (13"C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2 8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
9/10/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
9/10/2018 4:17 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
9/10/2018 4:16:03 PM Page 1 of 1
wrightsoft• Manual S Compliance Report
Entire House
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3906 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Job: Lot111Kensington Reser... Date:
06.03.15 By:
BENTLEY Outdoor
design DB: 92.5°F Sensible gain: 29656 Btuh Entering coil DB: 77.1°F Outdoor
design WB: 76.2°F Latent gain: 5071 Btuh Entering coil WB: 63.6°F Indoor
design DB: 75.0°F Total gain: 34727 Btuh Indoor
RH: 50% Estimated airflow: 1283 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH Manufacturer:
Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual
airflow: 1283 cfm Sensible
capacity: 34093 Btuh 115% of load Latent
capacity: 5325 Btuh 105% of load Total
capacity: 39418 Btuh 114% of load SHR: 86% Heating
Equipment Design
Conditions Outdoor
design DB: 42.3°F Heat loss: 25546 Btuh Entering coil DB: 69.4°F Indoor
design DB: 70.0°F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH Manufacturer:
Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual
airflow: 1283 cfm Output
capacity: 33809 Btuh 132% of load Capacity balance: 33 OF Supplemental
heat required: 0 Btuh Economic balance: -99 OF Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 1283 cfm Output
capacity: 7.2 kW 96% of load Temp. rise: 70 OF Meets
all requirements of ACCA Manual S. wrightsoft•
2018-Sep-10 16-04.32 Right -
Suite® Universal 2018 18.0.27 RSU23828 Page
1 A+
CA ...GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House laces: SE
wrightsoft• Component Constructions
Entire House
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3906 CRAWLEY DOWN LOOP, SAN FORD, FL32773
Location:
Orlando/Jetport, FL, US
Elevation: 105 ft
Latitude: 281N
Outdoor: Heating
Dry bulb (`F) 42
Daily range (OF) -
Wet bulb (IF) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
16 ( M) Method
76 Construction quality
7.5 Fireplaces
Job: Lot111KensingtonReser...
Date: 06.03.15
By: BENTLEY
Heating
70
28
30
0.8
Simplified
Average
0
Cooling
75
18
50
45.8
Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
ft' Btuh/V--•F ft •F/Btuh BtuhA2 Btu Btuh/h' Bwh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 351 0.091 13.0 2.52 885 2.35 826
fnsh, 2"x4" wood frm, 16" o.c. stud se 194 0.091 13.0 2.52 489 2.35 456
sw 381 0.091 13.0 2.52 960 2.35 896
nw 216 0.091 13.0 2.52 544 2.35 508
all 1142 0.091 13.0 2.52 2878 2.35 2686
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board ne 292 0.201 4.1 5.57 1624 4.37 1275
int fnsh se 59 0.201 4.1 5.57 330 4.37 259
sw 345 0.201 4.1 5.57 1923 4.37 1510
nw 179 0.201 4.1 5.57 998 4.37 784
all 876 0.201 4.1 5.57 4875 4.37 3828
Partitions
12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft se
window ht, 1.17 ft sep.); 6.67 ft head ht sw
nw
all
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht sw
all
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 It head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, nw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, nw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 2 ft overhang (8 ft
window ht, 1.5 ft sep.); 6.67 ft head ht
271 0.097 11.0 2.69 729 1.75 475
45 0.350 0 9.69 436 25.9 1166
30 0.350 0 9.69 291 25.0 750
15 0.350 0 9.69 145 25.0 375
15 0.350 0 9.69 145 25.9 389
105 0.350 0 9.69 1018 25.5 2679
49 0.350 0 9.69 475 22.0 1077
33 0.350 0 9.69 317 22.5 737
82 0.350 0 9.69 792 22.2 1814
12 0.350 0 9.69 116 24.7 296
5 0.340 0 9.42 49 27.1 141
96 0.620 0 17.2 1649 30.6 2941
wrightsoft• 2018-Sep-10 16:04:32
1 , ,., Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1
AC ... GRSE Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces: SE
Doors
11J0: Door, mtl fbrgl type
11 DO: Door, wd sc type
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-13c: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr
20P-13c: Flr floor, frm fir, 6" thkns, carpet flr fnsh, r-2 ext ins, r-13 cav
ins, gar ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh
se 20 0.600 6.3 16.6 334 18.5 372
n 18 0.390 0 10.8 193 12.0 215
1384 0.026 38.0 0.72 997 1.41 1955
233 0.068 13.0 1.88 439 0.98 228
58 0.068 13.0 1.88 109 0.98 56
115 0.989 0 27.4 3150 0 0
410- Wrightsoft' 2018-Sep-1016:04:32
A+ ,., . _ ,,
Right -Suite® Universal 2018 18.0.27 RSU23828
Page 2
ACCA...GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House laces: SE
Project Summary Job: Lot111KensingtonReser...
wrightsoft• Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3906 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: OPTION BATH 2@BED 4
RVSD 3-20-2017 NMB
L.S. 10-16-17 SRP
L.S. 9-10-18 SRP
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 IF
Design TD 28 IF
Heating Summary
Orlando/Jetport, FL, US
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 21719 Btuh Structure 22728 Btuh
Ducts 3827 Btuh Ducts 6928 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 25546 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 29656 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 3297 Btuh
Ducts 1774 Btuh
Central vent (0 cfm) 0 Btuh
Heating cooling none)
Area (ft2 2476 2476 Equipment latent load 5071 Btuh
Volume ft3) 21167 21167
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 34727 Btuh
Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.1 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140421 K
A H R I ref :8242633
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 33 OF
Backup:
8.5 HSPF
38000 Btuh @ 470F
27 OF
1283 cfm
0.050 cfm/Btuh
0.40 in H2O
Input = 7 kW, Output = 24539 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140421 K
Coil ASPT47D14A
AHRI ref :8242633
Efficiency 12.5 EER, 15 SEER
Sensible cooling 31185 Btuh
Latent cooling 7315 Btuh
Total cooling 38500 Btuh
Actual air flow 1283 cfm
Air flow factor 0.043 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Sep-1016:04:32
r , Right Universal 2018 18.0.27 RSU23828 Page 1
ACCA... GRSE\Lot111KenslngtonReserveSummerlandKGRSE.rup Calc - MJ6 House faces: SE
wrightsoft• Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot111Kensington ReserveS... Date:
06.03.15 By:
BENTLEY 1
Room name Entire House GREAT RM 2
Exposed wall 273.0 ft 53.0 ft 3
Room height 8.6 It 9.3 It heat/cool 4
Room dimensions 1.0 x 576.8 ft 5
Room area 2463.8 Itx 576.8 It' Ty
Construction number
U-
value Btuh/
fti"F) Or
HTM Btuhlftz)
Area (
ftq or
perimeter (ft) Load
Btuh)
Area (
itq or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VIl 12C-0sw 0.091 ne 2.52 2.35 396 351 885 826 0 0 0 0 C
2A-2om 0.350 ne 9.69 25.91 45 0 436 1166 0 0 0 0 13A-
2ocs Blk wall, s 0.201 ne 5.57 4.37 341 292 1624 1275 0 0 0 0 2A-
2om 0.350 no 9.69 21.97 49 0 475 1077 0 0 0 0 11
V j12C-
Osw
0.091 se 2.52 2.35 236 194 489 456 0 0 0 0 2A-
2om 0.350 se 9.69 24.67 12 1 116 296 0 0 0 0 2A-
2om 0.350 se 9.69 24.99 30 3 291 750 0 0 0 0 V11
p
13A-
2ocs Blk wall, s 0.201 se 5.57 4.37 79 59 330 259 37 17 96 75 11J0
0.600 se 16.62 18.51 20 20 334 372 20 20 334 372 12C-
0sw 0.091 sw 2.52 2.35 396 381 960 896 0 0 0 0 I
2A-2om 0.350 sw 9.69 24.99 15 1 145 375 0 0 0 0 Vf/
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 378 345 1923 1510 303 271 1507 1183 2A-
2om 0.350 sw 9.69 22.54 33 0 317 737 33 0 317 737 GV
12C-0sw 0.091 nw, 2.52 2.35 236 216 544 508 0 0 0 0 C
2A-2om 0.340 nw 9.42 27.09 5 0 49 141 0 0 0 0 L-
G 2A-2om 0.350 nw, 9.69 25.91 15 0 145 389 0 0 0 0 Vtl
13A-2ocs Blk wall, s 0.201 aw 5.57 4.37 275 179 998 784 154 106 590 463 2A-
2omd 0.620 nw 17.17 30.63 96 0 1649 2941 48 0 824 1470 Gfj
12B-0sw 0.097 2.69 1.75 289 271 729 475 121 103 278 181 z
11D0 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C
1613-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F
20P-13c 0.068 1.88 0.98 233 233 439 228 0 0 0 0 F
20P-13c 0.068 1.88 0.98 58 58 109 56 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6
c) AED excursion 72 221 Envelope
loss/gain 17329 17757 5596 4927 12
a) Infiltration 4391 1421 929 301 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants Qa 230 4 920 3 690 Appliances/
other 2630 230 Subtotal (
lines 6 to 13) 1 21719 22728 6525 6147 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 21719 22728 6525 6147 15
Duct loads I 18% 309/6 3827 6928 13% 21%1 848 1291 Total
room load 1 25546 29656 1 1 7373 7438 Air
required (cfm) 1283 1283 370 322 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t
I.t- wrtgF tsote- 2018-Sep-10 16.04.32 W• • ---
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 AC ... GRSE\Lot11 1 KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces: SE
wrightsoft' Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665
Job: Lot111Ken sin gtonReserveS... Date:
06.03.15 By:
BENTLEY 1
Room name NOOK/KITCHEN STUDY 2
Exposed wall 38.0 It 11.5 it 3
Room height 9.3 ft heat/cool 9.3 ft heat/cool 4
5
Room
dimensions Room
area 13.
0 x 25.0 It 325.
0 ft' 1.
0 x 155.0 it 155.
0 ft' Ty
Construction U-value Or HTM Area (ftq Load Area (ftq Load number
Btuh/ft2•F) Btuhlftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
y/ 12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0 C
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 0.201 ne 5.57 4.37 233 201 1117 877 107 91 507 398 2A-
2om 0.350 ne 9.69 21.97 33 0 317 718 16 0 158 359 11
12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0 2A-
20m 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0 V1/
I-
p 13A-
2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 11,
10 0.600 se 16.62 18.51 0 0 0 0 0 0 0 0 V/
12C-Osw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 G
2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 Vt/
T--
G 13A-
2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 Vf/
12C-0sw 0.091 my 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0 2A-
2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 Vj!
13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 121 73 408 321 0 0 0 0 2A-
2omd 0.620 nw 17.17 30.63 48 0 824 1470 0 0 0 0 aq
12B-0sw 0.097 2.69 1.75 0 0 0 0 168 168 451 294 11DO
0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 0C
1613-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6
c) AED excursion 204 14 Envelope
loss/gain 3708 3182 1431 1065 12
a) Infiltration 666 216 202 65 b)
Room ventllatlon 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 1200 0 Subtotal (
lines 6 to 13) 4374 4597 1633 1130 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 4374 4597 1633 1130 15
Duct loads 1
130/
6 21% 569 965 13% 21% 212 237 Total
room load 4943 5563 1845 1367 Air
required (cfm) 248 241 93 59 Calculations
approved by ACCA to meet all reauirements of Manual J 8th Ed. 1-
wrlghtsoit 2018-Sep-1016:04:32 A%
k - Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 GRSE\
Lot111KensingionReserveSummeriandKGRSE.rup Calc - MJ8 House faces: SE
wrightsoft^ Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot111KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name POWDER MASTER SUITE
2 Exposed wall 12.5 It 30.0 it
3 Room height 9.3 it heat/cool 8.0 it heat/cool
4 Room dimensions 4.5 x 8.0 If 16.5 x 13.5 it
5 Room area 36.0 It' 222.8 ft2
Ty Construction U-value Or HTM Area (ft') Load Area (1tq Load
number Btuh/ftz°F) BtuhlIV) or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V_( 12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
j 13A-2ocs Elk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
C 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 V
l12C-
Osw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0
W
L-.D
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 42 42 234 184 0 0 0 0
11J0 0.600 se 16.62 18.51 0 0 0 0 0 0 0 0
VjJ 12C-Osw 0.091 sw 2.52 2.35 0 0 0 0 108 93 234 219
Ls 2A-2om 0.350 sw 9.69 24.99 0 0 0 0 15 1 145 375
1 1 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 75 75 416 326 0 0 0 0
T(' 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
1R/ 12C-Osw 0.091 nw 2.52 2.35 0 0 0 0 132 117 295 275
2A-2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0
I
G
2A-2om 0.350 rrw 9.69 25.91 0 0 0 0 15 0 145 389
l l 13A-2ocs Bilk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0G
R 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
D 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 2oP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0
6 c) AED excursion 40 106
Envelope loss/gain 997 479 981 1679
12 a) Infiltration 219 71 451 146
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 0 600
Subtotal (lines 6 to 13) 1216 550 1431 2655
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1216 550 1431 2655
15 Duct loads 1 13 % 21 % 158 116 26% 42% 366 1113
Total room load 1374 666 1798 3767
Air required (cfm) 69 29 90 163
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
I.t- wrtghtsofC 2018-Sep-1016:04:32
A -
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 3
GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces- SE
wrightsoft' Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665
Job: Lot 111Ken singtonReserveS... Date:
06.03.15 By:
BENTLEY 1
Room name MASTER WIC MASTER BATH 2
Exposed wall 5.0 It 10.5 It 3
Room height 8.0 ft heat/cool 8.0 it heat/cool 4
Room dimensions 5.0 x 5.5 It 1.0 x 102.8 it 5
Room area 27.5 ft' 102.8 ft2 Ty
Construction U-value Or HTM Area (itq Load Area (ft Load number
Btuh/ftZ•F) Btuhlftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VL--G 12C-
0sw 0.091 ne 2.52 2.35 0 0 0 0 48 48 121 113 2A-
2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 0.201 no 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0 11
12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 11J0
0.600 se 16.62 18.51 0 0 0 0 0 0 0 0 12C-
Gsw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 t-G 2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 V/
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0 L-
G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 1
I--
G 12C-
0sw 2A-
2om 0.
091 0.
340 nw
nw
2.
52 9.
42 2.
35 27.
09 40
0
40
0
101
0
94
0
36
5
31
0
78
49
72
141
I_--
G 2A-2om 0.350 nw, 9.69 25.91 0 0 0 0 0 0 0 0 Vfl
13A-2ocs Blk wall, s 0.201 nw, 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2omd 0.620 nw, 17.17 30.63 0 0 0 0 0 0 0 0 Gq
12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L--
D 11 DO 1613-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
28
0
28
0
20
0
39
0
103
0
103
0
74
0
145
CF
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 0 0 01 0 0 0 0 0 6
c) AED excursion 11 21 Envelope
loss/gain 121 122 322 493 12
a) Infiltration 75 24 158 51 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 196 147 479 544 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 196 147 479 544 15
Duct loads 26% 42% 50 61 26% 42% 123 228 Total
room load 246 208 602 771 Air
required (cfm) 12 9 1 30 33 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. wr
gF tsofC . A • •• •-
Right -
Suite® Universal 2018 18.0.27 RSU23828 2018-
Sep-1016:04:32 Page
4 AC ..GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces: SE
wrightsoft' Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665
Job: Lot111Kensington ReserveS... Date:
06.03.15 By:
BENTLEY 1
Room name MASTER W.C. BED 2 2
Exposed wall 9.0 It 10.5 It 3
Room height 8.0 It heat/cool 8.0 It heal/cool 4
Room dimensions 3.5 x 5.5 It 13.0 x 10.5 It 5
Room area 19.3 ft' 136.5 ft' Ty
Construction number
U-
value Btuh/
ftz'F) Or
HTM Btuhlftq
Area (
ftq or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter Ill) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V+1 12C-0sw 0.091 no 2.52 2.35 44 44 111 104 84 69 174 162 C
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 15 0 145 389 13A-
2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11
12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0 GGG
2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0 W
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 11J0
0.600 se 16.62 18.51 0 0 0 0 0 0 0 0 012C-
0sw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 yJ
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0 G
2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 yJ
12C-Osw 0.091 nw 2.52 2.35 28 28 71 66 0 0 0 0 2A-
2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0 I
G
2A-
2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 yJ
13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0 G
2A-2omd 0.620 nw, 17.17 30.63 0 0 0 0 0 0 0 0 q
12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 D
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 16 54 Envelope
loss/gain 195 180 418 690 12
a) Infiltration 135 44 158 51 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 331 224 575 741 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 331 224 575 741 15
Duct loads 1 26% 429/6 85 94 26 % 42% 147 310 Total
room load 415 318 723 1051 Air
required (cfm) 21 14 36 45 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wr
gF+tsoft^ 2018-Sep-1016:04:32 A ---
Right -
Suite® Universal 2018 18.0.27 RSU23828 Page 5 GRSE\
Lot111KensingtonReserveSummerlandKGRSE.rup Calc = MJ8 House laces: SE
wrightsoft^ Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot111KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room dame BED 3 BED 4
2 Exposed wall 10.5 it 11.5 it
3 Room height 8.0 it heat/cool 8.0 it heal1cool
4 Room dimensions 13.0 x 10.5 it 10.5 x 11.5 it
5 Room area 136.5 it' 120.8 ft2
Ty Construction U-value Or HTM Area (it2) Load Area (its Load
number Btuh/ftz'F) Btuh/ft or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VLG12C-0sw 0.091 ne 2.52 2.35 84 69 174 162 92 77 194 181
2A-2om 0.350 ne 9.69 25.91 15 0 145 389 15 0 145 389
13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0
V I
p
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 se 16.62 18.51 0 0 0 0 0 0 0 0
12C-0sw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0
V1/ 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
6 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
Vtl 12C-0sw 0.091 nw 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0
2A-2om 0.350 nw, 9.69 25.91 0 0 0 0 0 0 0 0
1 1 13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
Y-G 2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
fj
D
12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.72 1.41 137 137 98 193 121 121 87 171
F 20P-13c 0.068 1.88 0.98 0 0 0 0 79 79 148 77
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 54 59
Envelope loss/gain 418 690 575 758
12 a) Infiltration 158 51 173 56
b) Room ventilation 0 0 10 0
13 Internal gains: Occupants C@ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 575 741 748 814
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 575 741 748 814
15 Ductloads 1 26% 421% 147 310 26% 420/ 191 341
Total room load 723 1051 939 1155
Air required (cfm) 36 45 47 50
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
tjfd- 2018-Sep-10 16:04:32
I&K - - Right -Suite® Universal 2018 18.0.27 RSU23828 Page 6
GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces: SE
1 wrightsoft^ Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot111KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC 2 BATH
2 Exposed wall 7.0 it 0 it
3 Room height 8.0 it heat/cool 8.0 it heat/cool
4 Room dimensions 5.5 x 7.0 1t 5.5 x 10.5 it
5 Room area 38.5 ftx 57.8 ft2
Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load
number Btuh/ftz°F) Btuh/ftq or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V/ 12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0
C 2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
V I 13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
I 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0
GGG 2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0
t-D
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 se 16.62 18.51 0 0 0 0 0 0 0 0
Vrl 12C-0sw 0.091 sw 2.52 2.35 56 56 141 132 0 0 0 0
I-G 2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0
Vt/ 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
t-G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
12C-0sw 0.091 nw, 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
Vfl 13A-2ocs Blk wall, s 0.201 nw, 5.57 4.37 0 0 0 0 0 0 0 0
G 2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
q 128-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
L 11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0D
C 163-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 20P-13c 0.066 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 15 6
Envelope loss/gain 169 171 42 76
12 a) Infiltration 105 34 0 0
b) Room ventilation 0 0 01 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 274 205 42 76
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 274 205 42 76
15 Duct loads 1 269/6 1 42% 70 86 26% 42% 11 32
Total room load 344 291 52 108
Air required (cfm) 17 13 3 5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
rw 2018-Sep-1016,04:32
A -- •--
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 7
GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces: SE
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot111Kensington ReserveS... Date:
06.03.15 By:
BENTLEY 1
Room name LAUNDRY LOFT 2
Exposed wall 0 it 48.0 it 3
Room height 8.0 1t heat/cool 8.0 it heat/cool 4
Room dimensions 7.5 x 9.5 it 1.0 x 379.8 it 5
Room area 71.3 ft2 379.8 itz Ty
Construction number
U-
value Btuh/
fti•F) Or
HTM Btuh/
ft Area
yt or
perimeter (it) Load
Btuh)
Area (
ft or
perimeter (it) load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
Vfl 12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0 C
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0 13A-
2ocs Bik wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11
12C-Osw 0.091 se 2.52 2.35 0 0 0 0 152 125 315 294 2A-
2om 0.350 se 9.69 24.67 0 0 0 0 12 1 116 296 2A-
2om 0.350 se 9.69 24.99 0 0 0 0 15 1 145 375 GGGV11
L-
D 13A-
2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 11J0
0.600 se 16.62 18.51 0 0 0 0 0 0 0 0 W,
12C-Osw 0.091 sw 2.52 2.35 0 0 0 0 232 232 585 546 2A-
2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 G1
l 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 Gv
1 12C-0sw 0.091 nw 2.52 2.35 0 0 0 0 0 0 0 0 G
2A-2om 0.340 nw 9.42 27.09 0 0 0 0 0 0 0 0 l-{
2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 Vfl
13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0 T-
G 2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0 R
12131-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 D
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
1613-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 48 127 Envelope
loss/gain 51 53 1726 2325 12
a) Infiltration 0 0 721 233 b)
Room ventilation 0 0 1 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 51 653 2447 2558 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 51 653 2447 2558 15
Duct loads 26 % 429% 13 274 269/6 42% 626 1072 Total
room load 64 927 3074 3631 Air
required (cfm) 3 40 154 157 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. FI1-
2018-Sep-10 16:04-32 A
W • ---
Right -Suite® Universal 2018 18 0.27 RSU23828 Page 8 Aaz5..GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces- SE
F wrightsoft' Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665
Job: Lot Ill Ken singtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name BATH 2
2 Exposed wall 16.0 it
3 Room height 8.0 it heat/cool
4 Room dimensions 10.5 x 5.5 ft
5 Room area 57.8 ftx
Ty Construction U-value Or HTM Area (ft Load Area Load
number Btuh/ftz°F) BtuNftz) or perimeter (ft) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V+J
C
12C-0sw 0.091 ne 2.52 2.35 44 44 111 104
2A-2om 0.350 ne 9.69 25.91 0 0 0 0
W 13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0
l-G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0
11 V1/ 12C-0sw 0.091 se 2.52 2.35 84 69 174 162
2A-2om 0.350 se 9.69 24.67 0 0 0 0
2A-2om 0.350 se 9.69 24.99 15 1 145 375
V/
I-D
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0
11J0 0.600 se 16.62 18.51 0 0 0 0
12C-0sw 0.091 sw 2.52 2.35 0 0 0 0
2A-2om 0.350 sw 9.69 24.99 0 0 0 0
Vtl 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0G
yJ 12C-0sw 0.091 nw 2.52 2.35 0 0 0 0
2A-2om 0.340 nw 9.42 27.09 0 0 0 0
L
C
2A-2om 0.350 nw 9.69 25.91 0 0 0 0
Vr13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0
G 2A-2omd 0.620 nw 17.17 30.63 0 0 0 0
12B-0sw 0.097 2.69 1.75 0 0 0 0
11D0 0.390 n 10.80 12.03 0 0 0 0
C 168-38ad 0.026 0.72 1.41 58 58 42 82
F 20P-13c 0.068 1.88 0.98 0 0 0 0
F 20P-13c 0.068 1.88 0.98 58 58 109 56
F 22A-cpl 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 90
Envelope loss/gain 581 869
12 a) Infiltration 240 78
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 821 946
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 821 946
15 Duct loads 26% 429/6 210 397
Total room load 1031 1343
Air required (cfm) 52 58
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t} wrtgF tsolt^ 2018-Sep•1016:04:32
P. -
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 9
GRSE1Lot111KensingtonReserveSummeriandKGRSE.rup Calc - MJ8 House faces: SE
Duct System Summary .lob: Lot111KensingtonFleser...
wrightsoft• em
Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Project• •
For: RYAN HOMES
3906 CRAWLEY DOWN LOOP, SANFORD, FL 32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H 20
0.270' in/100ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.270 in/100ft
1283 cfm
126 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH c 108 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0
BATH 2 c 1343 52 58 0.354 5.0 Ox 0 VIFx 26.0 70.0
BED 2 c 1051 36 45 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2
BED 3 c 1051 36 45 0.414 6.0 Ox 0 VIFx 12.1 70.0
BED 4 c 1155 47 50 0.380 6.0 Ox 0 VIFx 19.5 70.0
GREAT RM h 3687 185 161 0.280 8.0 Ox 0 VIFx 29.4 92.0 sti
GREAT RM-A h 3687 185 161 0.291 8.0 Ox 0 VIFx 24.7 92.0 st1
LAUNDRY c 927 3 40 0.447 4.0 Ox 0 VIFx 6.0 70.0
LOFT c 3631 154 157 0.411 8.0 Ox 0 VIFx 12.8 70.0
MASTER BATH C 771 30 33 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2
MASTER SUITE c 3767 90 163 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2
MASTER W.C. h 415 21 14 0.296 4.0 Ox0 VIFx 30.1 85.0 st2
MASTER WIC h 246 12 9 0.309 4.0 Ox0 VIFx 25.0 85.0 st2
MASTER WIC 2 h 344 17 13 0.306 4.0 Ox0 VIFx 26.1 85.0 st2
NOOK/KITCHEN h 4943 248 241 0.270 8.0 Ox 0 VIFx 33.8 92.0 st1
POWDER h 1374 69 29 0.283 5.0 Ox0 VIFx 28.0 92.0 st1
STUDY h 1845 93 59 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk
st1 Peak AVF 780 650 0.270 730 14.0 0 x 0 VinlFlx
st2 Peak AVF 207 277 0.296 508 10.0 0 x 0 VinlFlx
wrightsoft' 2018-Sep-1016:04.33
It „, „, _ „ Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1
ACCP.... GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Cale - MJ8 House faces: SE
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbi Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
wrightsoft' 2018-Sep-1016:04:33
Right -Suite® Universal 2018 18.0.27 RSU23828
Page 2
ACCP.... GRSE\Lot111KensingtonReserveSummerlandKGRSE.rup Calc - MJ8 House faces- SE
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot111Kensington ReserveSummerlandKGRSE Builder Name: RYAN HOMES Street:
3906 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Owner
Jurisdiction: 691500 Design
Location: FL, Orlando COMPONENT
AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General
A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements
The
exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks
or joints in the air barrier shall be sealed. Ceiling/
attic The
air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the
insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access
openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed. Walls
The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The
junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed.
a material having a thermal resistance of R-3 per inch Knee
walls shall be sealed. minimum. Exterior
thermal envelope insulation for framed walls shall
be installed in substantial contact and continuous
alignment with the air barrier. Windows,
skylights The space between window/doorjambs and framing, and and
doors skylights and framing shall be sealed. Rim
joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors
The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including
insulation. maintain permanent contact with the underside of above -
garage subfloor decking, or floor framing cavity insulation and
cantilevered shall be permitted to be in contact with the top side floors)
of sheathing, or continuous insulation installed on the
underside of floor framing and extends from the bottom
to the top of all perimeter floor framing members.
Crawl
space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a
Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts,
penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior
or unconditioned space shall be sealed. Batts
in narrow cavities shall be cut to fit, or narrow Narrow
cavities cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage
separation Air sealing shall be provided between the garage and conditioned spac as. 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 Shower/
tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on
exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/
phone box or The air 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 sprinklers
sealed in a manner that is recommended by the manufacturer. Caulking
or other adhesive sealants shall not be used to fill voids between
fire sormnkler cover olates and walls or ceilings, a.
in addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9/
10/2018 4:17 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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DESCRIPTION AS FURNISHED: Lot 7, KENSINGTON RESERVE, os recorded in Plot -Book 81, Pages 86
through 92, .Public Records of Seminole County, Florido. $P IS - 3e?2
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes ZONII\' NVR Inc. ( I
Ok to construct single family home
BRISSON AVENUE (R/W VARIES) with setbacks and impervious area
shown on plan. yy.3'(o imp.
B.B.) S 00019'09" Eia2 -8, CAR, 75.00' 1 NON VEHICULAR ESMr
ry--------- 15' WALL N1< LANDSCAPE ESMT.
27.68' 27.80'
12.50' 12.50' 18.1' 15.7' 16.0'
o o
15.7
LOT 7
W W
tlN o
L0
1.
PROPOSED MODEL LOT6 °0 ` o MODEL:
SEASIDE - 8 o LOT 8 3
CAR GARAGE RIGHT00 c
8.
67' t25.
8' ENTRY
12.
50' 15.7' 18.
7'26'
12.
50'DRIVE
26.
66' 254' 2 .20' j
I-
0'— — — U77L ESMT. 1
5'
CONC. WALK S
00°19'09" E 75.
00' -A CURB
24'
HANWORTH
LOOP 50'
PRIVATE R/W) PROPOSED
FINSHED SPOT GRADE ELEVA77ONS PLOT PLAN ONLY NOT A SURVEY REAR
a 20' SEI;
BACKS: AS FURNISHED BUILDINGPER
DRAINAGE PLANS PLOT
PLAN AREA CALCULATIONS FRONT
25 Lr=
PROPOSED DRAINAGE FLOW G IMPERVIOUS
COVERAGE - 3,986t SQUARE FEET OR 44.JR SIDE - 5' FOR 40' LOTS LOT
GRADING TYPE A da 0 LOT CONTAINS 9,000t SQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED
FINISH FLOOR PER PLANS - 29.4' QQ R
LMNG
AREA CONTAINS 2,539t SQUARE FEET SIDE - 10' FOR .75' LOTS CONC
LANAI PORCH CONTA NS 850t SQUARE FEET SIDE STREET - 25' CRUSE'
VHETYEFR—SCOTT & ASSOC., INC. — LAND SURVEYORS LEGEND -
LEGEND - 5400
E. COLONIAL DR. ORLANDO, FL. J2807 (407)-277-32J2 FAX (407)-658-7436 rrIrDL. POINT YONLINE . FIELD . TYPICAL
NOTES' C' IP.
A •IRON ]PC AL POTIRf Or KEVERCCOWOUC CURVATURE 1. 111E
UNDERSIGNED DOES HEREBY COUIFY THAT INS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY ME FLORIDA BOARD OF IRON ROD .C.C. • rOIM OT OfP01MD CURVATURE GL • OM
R E NOtNIDO:NT BAD. • RADIAL PROFESSIONAL SURVEYORS AND ANPPES IN CHAPTER 34-17 FLORIDA ADWMSTR,1TIVE CODE PURSUANT TO SECTION 472.027. FLOROA STATUES SET IA1/E' IA. NRU 45% NA. • NON -RADIAL 2. UF"W EJ?OS3&D NTIH SURVEYORS SIGNATURE AND ONOL14. RAISED SEAL THIS SURVEY MAP OR COPIES ARE Nor VALID RM • roCOR[GpamNO C P. . VT NELS MINT J. THIS SURVEY WAS PREPARED FROM TITLE INFOMATION FURNISHED TO THE SURVEYORL THERE ANY BE OTHER RESMC DNS PaxCALCULATED OREASEWY3THATAFFECTTMPROPERTY. DG . rINTDFWroNT ANSI rQINNNT REFERENtt NONDONT A NO UNDERGROUND DIPROVEYEM9 HAVE BEEN LOCATED UNLEW OINERWISE SHOWN. N • CERTAD¢
Fr. .
FINISHED FLOOR
SETBACK LINES. TIES SURVEY 6 PREPARED FOR THE SOLE RENVIT OF Mott CERTIFIED TO AND SHOULD NOT BE REM UPON BY ANT DARER UNTITY. NLD . NAILlDCRSL . FINIS ED MOORLONE R/W RAW
VAY RA BENCHMARK BEARINGB. OWENSTONS
SHOWNFOR THE NDPATION OF WPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES BASE7. SEARINM AREBASEDASSUREDDATUMANDONTHELWESHOWNAS84SESEARWO (B.B.) DRAIN. DRAINAGE 0. UTIL. UTILITYELEVATIONS,
tFSHOWN, ARE BASED ON NATIONAL GEODETIC VERRGA. DATUM OF I929. UNLESS OTHERWISE NOTED. CLrC. • OWN LINK
FENCE D. CERTIFICATE OF AVTHORPATION Nw 4SOD. VOFC VODD FENCE
it POINT CONCRETE
CURVATURE SCALEI 1' a 20 --N DRAWN BY:' A4 P.T. .MINT
OF TANGENCY OESC - DEL'CRDTION
CERTIFIED 9Y: DATE ORDER No. w" " 5885-18
ARPLOTL,,,•,
n, PLOTPLAN09-12-2018 C : DECay r: *, '"'"A •` •'^
kt REVISED PLOT
PLAN
10-18-2018 C1 CORD RIRONO NORTH &
O : ',`a; ww,
naa,
w,aw,w . r, wumwuwwnw. THIS SUILDING/
PROPERTY DOES
NOT LIE WTTHW THE ESTABLISHED 100 YEAR
FLOOD PLANE AS PER 77RM' TOM X. GRUSENMEYEt, R.L.S. 1 4714 ZONE R' MAP 1
f2117CO09OF (09-28-07) JAMES W. SCO7 R.LS 1 44101
RECORD COPY
t
D City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gU1Q
Permit # # 1 8- 3 9 7 2
Project Location Address
SA /VFORD
As required by Florida Statute 553.842 and Florida Adrxfinistrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Undedayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
Aml ROOF0
N
TRUSSES two)( z
l "
o Q
A FLORIDA CORPORATION C,
5 N
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
P H : 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
o BUILDER: RYAN HOMES
PROJECT: KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT.111 / MODEL:SUMMERLAND / ELEVX / GAR R
JOB#: 73434
MASTER#: WRCSUK5
OPTIONS: BDRM 5 / BATH 2 (ABB)
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. A111111111111#== TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUK5 JOB #73434
Site Information:
Customer Info: RYAN HOMES Project Name
Lot/Block:
LOT #111
Address:
City:
Scattered Lots
Model: SUMMERLAND
Subdivision:
County: Hillsborough
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 0.0
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 37 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
I1 A0064369 A01 8/31/18 13 A0064381 CJ3 8/31/18 25 A0064393 FL07 8/31/18
2 A0064370 A02 8/31/18 14 A0064382 CJ5 8/31/18 26 A0064394 FL08 8/31/18
3 A0064371 A03 8/31/18 15 A0064383 D02 8/31/18 27 A0064395 FL09G 8/31/18
4 A0064372 A04 8/31/18 16 A0064384 FG1 8/31/18 28 A0064396 FL10 8/31/18
5 A0064373 A05 8/31/18 17 A0064385 FG2 8/31/18 29 A0064397 FL11GE 8/31/18
6 A0064374 A06 8/31/18 18 A0064386 FG3 8/31/18 30 A0064398 HJ7 8/31/18
17 A0064375 A07 8/31/18 19 A0064387 FL01 8/31/18 31 A0064399 J3A 8/31/18
8 A0064376 B01 8/31/18 20 IA0064388 FL02 8/31/18 32 IA0064400 J7 8/31/18
9 A0064377 B02 8/31/18 21 A0064389 FL03 8/31/18 33 A0064401 M6 8/31/18
10 A0064378 B03 8/31/18 22 A0064390 FL04 8/31/18 34 A0064402 M6E 8/31/18
11 A0064379 I B04 8/31/18 23 A0064391 FL05G 8/31/18 35 A0064403 MG7 8/31/18
12 A0064380 CA8/31/1 224 A0064392 I FL06GE 8/31/18 36 A0064404 I VM3 8/31/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-t Hoot trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE.The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSUTPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents) are specialty structural component designs and may be part of the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the TDD onl.n*Wy T
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
D.p.WT .a»d M A"n'S
DN:
Tombo III E-Mth .T" tWWHII
11an" Ergrorinp, LLC.
S.FMiea C.US
a cc gr 3'3S'.
A II, P.E.
1111111110
2-0, j:.
1110 60083 #
SERIAL #:
4d36b989999e20a5lb6cde8e
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A.1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUK5
No. Seal # Truss Name Date
37 A0064405 VM5 8/31/18
38 STDL01 STD. DETAIL 8/31/18
39 STDL02 STD. DETAIL 8/31/18
40 STDL03 STD. DETAIL 8/31/18
41 STDL04 STD. DETAIL 8/31/18
42 STDL05 STD. DETAIL 8/31/18
43 STDL06 STD. DETAIL 8/31/18
44 1 STDL07 STD. DETAIL 8/31/18
45 STDL08 STD. DETAIL 8/31/18
46 STDL09 STD. DETAIL 8/31/18
47 STDL10 STD. DETAIL 8/31/18
148 STDL11 STD. DETAIL 8/31/18
49 STDL12 STD. DETAIL 8/31/18
50 STDL13 STD. DETAIL 8/31/18
51 STDL14 STD. DETAIL 8/31/18
52 STDL15 STD. DETAIL 8/31/18
53 1 STDL16 STD. DETAIL 8/31/18
Page 2 of 2
Job Truss Truss Type Qty Ply
A0064369
WRCSUK5 A01 Hip Girder 1 1
Job Reference o tiponal
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fri Aug 31 16:51:38 2018 Page 1
ID:?sOQv1lzBGko2hFpRYibzzzOpep-LrcfnnPpTrP24 XMKN D W SMpJnit4t6hP(Mu 1 _VyiHUZ
r1-0 Q 7-0-0 12.4-9 17-7-7
t 23-M 30-M 31 0
1 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 `10
4x10 =
25 26 — 27 28 11 29 '- 30 31
2x4 II 4x10 = 7x10 MT20HS=
2x4 11
3x8 =
LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deb Ud
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) 0.41 10-12 873 360
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.70 10-12 516 240
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.14 7 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 2521/0-3-8 (min. 0-2-1)
7 = 2520/0-3-8 (min. 0-2-1)
Max Horz
2 = 59(LC 9)
Max Uplift
2 = 851 (LC 4)
7 = 851 (LC 5)
Max Grav
2 = 2521(LC 1)
7 = 2520(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5911/2012, 3-18=-7295/2562,
18-19=-7297/2562,4-19=-7301/2563,
4-20=-7296/2560,20-21=-7296/2560,
21-22=-7296/2560,5-22=-7296/2560,
5-23=-7331/2577, 23-24=-7326/2576,
6-24=-7325/2575, 6-7=-5907/2011
BOT CHORD
2-13=-1768/5395,13-25=-1770/5431,
25-26=-1770/5431,12-26=-1770/5431,
12-27=-2462/7326,27-28=-2462/7326,
11-28=-2462/7326, 11-29=-2462/7326,
10-29=-2462r7326,10-30=-1776/5427,
30-31 =-1 776/5427, 9-31 =-1 776/5427.
7-9=-1775/5391
WEBS
3-13=-56/761,3-12=-767/2214,
WEBS
3-13=-56/761, 3-12=-767/2214,
4-12=-757/494,5-10=-775/497,
6-10=-785/2252,6-9=-50/752
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=O 18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; 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 3-6-0 tall by 2-M 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 851 lb uplift at
joint 2 and 851 lb uplift at joint 7.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 248
lb down and 270 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 lb down and 139 lb up at
16-11-4, 123 lb down and 139 lb up at 18-11-4, and
123 lb down and 139 lb up at 20-11-4, and 248 lb
down and 270 lb up at 23-0-0 on top chord, and 383
lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12,
88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb
down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 lb down at 20-11-4, and 383 lb down
and 91 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
Dead Load Dell = 318 in
400 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 172 Ib FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=l 25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20
Concentrated Loads (lb)
Vert: 3=-201 (F) 6=-201 (F) 13=-383(F)9=-383(F)
18=-123(F) 19=-123(F) 20=-123(F)21=-123(F)
22=-123(F) 23=-123(F) 24=-123(F) 25=-71(F)
26=-71(F) 27=-71(F) 28=-71(F) 29=-71(F) 30=-71(F)
31=-71(F)
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I rlruaWnlr.ni,yHJl:yhd!uphlar c!An60.ri!notvdgf•hWhgAxpn,•4mm orlCI,LICs10!6dMYgn6 lfM1l.ingn,d blGdmeetlnr dfm!.ddgl liq.arq!.nnMndkml,i>OM.!n!I.aY,Id :80083
awyo!,p!o,t,nn.m.,mM.dmoro!Mmn.lplemndaaagc.r.mtr!gltnm.PanruwNhrn luum!d.wtip,!aµo Inl en!z,!nlnuunrrL,rerun,o!!!.I n,rnptgnn/rm,Wrr+.,nn!
4451 St. Lurie Blvd
duo.lrLrdll tldvgrdq. meq 1101 lr.n Fort Pierce, FL 34946
GppitM07016Albdhatet Amlarl.lomh.111JI tepabaiaedllisleromem,ioulINAisproiihhelrilleolI twritre.pnmissiahem Ad leaf tresses-Achoar1.boloIII, r.I.
Job Truss Truss Type Qty Ply
WRCSUK5 A02 Hip 1 1
A6064370
Job Reference (optional)
tcun: a. Izu s NOV -iz zui r rnnr. a.1zu s NOV 1Z ZU1 r MI let( Inoustnes, Inc. Fn Aug 31 16:51:39 2018 Page 1
I D:?sOQvi lzBGko2h FpRYibzzzOpep-p 1 A 1 _7QSD9XuihxWxx 1 huOXu6hBBcj FZ60eb W xyiH UY
1-0 9-0-0 15-0-0 21-0-0 30-0-0 1
1 9-0-0 6-" 6-0-0 9-0-0 1-0-
4x8 =
1.5x4 II 4x8 =
Dead Load Dell. = 1/4 in
4x4 =
1.5x4 II U6 =
1.5x4 II 4x4 =
3x8 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
6 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 74(LC 13)
Max Uplift
2 = 357(LC 8)
6 = 357(LC 9)
Max Grav
2 = 1260(LC 1)
6 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2355/1547, 3-4=-2394/1722,
4-5=-2394/1722, 5-6=-2355/1547
BOT CHORD
2-11 =-1 221/2086, 10-11 =-1 221/2095,
9-10=-1227/2095, 8-9=-1227/2095,
6-8=-1226/2086
WEBS
3-11 =-1 1/364, 3-10=-218/518,
4-10=-373/342, 5-10=-218/518,
5-8=-11/364
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
CSI. DEFL. in loc) I/dell L/d
TC 0.90 Vert(LL) 0.29 8-17 999 360
BC 0.65 Vert(CT) 0.44 8-17 812 240
WB 0.20 Horz(CT) 0.08 6 n/a n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=O 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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) 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-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 357 lb uplift at
joint 2 and 357 lb uplift at joint 6.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 130 Ib FT = 10%
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litfereagd q+••*a9Il t0lrn ned hint/ hsq[y nheGidl.'Lyhupn,nlnu sfe. ya,ad l Lud Lael.rannedn/.IM. 4451 St.
Lucie Blvd. optl,pblo2
I6AIbdl,osses.Aeshagl lea6olfl,6f. teprobdiae of this lomned, in any fan, is pro6biled rilhe.t she vnnte ptrldissioo hold Ad teal lasses- lnh.nr I loethallij.l. Fort Pierce,
FL 34946
Job . . Truss Truss Type Oty Ply
A00154371
WRCSUK5 AO3 Hip 2 1
Job Reference o tional
Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:39 2018 Page 1
ID:7s0OvIIzBGko2hFpRYibzzzOpep-p 1 Al _7OSD9Xuihx Wxx 1 huOXw7hBucirZ60ebW xyiHUY
r1-0 Q 6-10-1 11 0 0 19-0 0 23-1-15 30-0-0 1
11 6-10-1 4-1-15 8-0-0 41-15 6-10-1 1
4x6 =
4x8 =
Dead Load Deb = 3/81n
4x4 =
3x8 =
3x6 =
3x4 = 4x4 =
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.69 9-17 525 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-5 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS
1 Row at midpt 5-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
7 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 89(LC 12)
Max Uplift
2 = 340(LC 12)
7 = 340(LC 13)
Max Grav
2 = 1260(LC 1)
7 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2434/1731, 34=-2069/1465,
4-5=-1871/1415, 5-6=-2069/1465,
6-7=-2434/1731
BOT CHORD
2-11=-1437/2210,10-11=-1035/1870,
9-10=-1035/1870,7-9=-1445/2210
WEBS
3-11=418/492, 4-11=-185/495,
5-9=-186/495, 6-9=419/492
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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) 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-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 340 lb uplift at
joint 2 and 340 lb uplift at joint 7.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 136 lb FT = 10%
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Ophitlt0101/Aliddflnssrs•AnkogLlm6e01.t.1. ttprdt0ia.ofskisdercnem,muyIwo,isprall'aeloiAentkevnneetennissiddhemAdtealtresses-Aandarl.IdeateIII,I'L
Job Truss Truss Type Qty Ply
WRCSUK5 A04 Hip 2 1 46064372
Job Reference optional
Hun: 13.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:40 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-HEkPCSR4_SflKrW i VeZwRE45v5VgLOxiLgN8iOyi H UX
11-0-Q 6-3-5 l 13-0-0 17 0 23-8-11 30-0-01-0-QOO6-3-5 6-8-11 4-0-0 6-8-11 6-3-5 -0-0-d
06 =
06 =
I 14 1u 9
Dead Load Defl. = 3/16 in
3x4 — 1.5x4 11 3x4 = U6 = 1.5x4 11 3x4 =
3x4 =
6-3 5 1340-0 17-0-0 23-8-11 30-M
6 3 5 6-8-11 4 0 0 6-8-11 6-3-5
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.31 9-10 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.47 9-10 >759 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 7 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 139 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-12 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 4-7-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
7 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 359(LC 12)
7 = 359(LC 13)
Max Grav
2 = 1260(LC 1)
7 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2585/1803, 3-4=-1854/1350,
4-5=-1641/1336,5-6=-1854/1350,
6-7=-2585/1803
BOT CHORD
2-13=-1521/2351, 12-13=-1521/2351,
11-12=-892/1641, 10-11=-892/1641,
9-10=-1531/2351, 7-9=-1531/2351
WEBS
3-13=0/281, 3-12=-846/691,
4-12=-196/414,5-10=-196/414,
6-10=-846/691, 6-9=0/281
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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) 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-" wide will fit between the
bottom chord and any other members, with BCDL =
10 Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 359 lb uplift at
joint 2 and 359 lb uplift at joint 7.
LOAD CASE(S)
Standard
r.nl neeu Oreeltl.e"4.,r'lllJoi nISS6FS[IIIY'1RrdLLTlrxSlfOFitIICYS(lSlox(ITTT;llrlint[4mer hen lu/ir,¢pmmdmJ n.nsLn,lnp Ae.glltQdmlcl.11 Irpl4rltd.m Sls"le'n rU1t"'".nemtdnm Tot, y
obilk—smprn,uir.ul 1. den THU M.dd „eons hap lep.eepe, spear teryx;ma+. of iolrgmemumpu:edn b,a,d eelreUluy.allryMnlnpib,eyr Tnulhmenan Too.¢. ever lRl hN,;p n,eapea ldq,eemut,aeldl Anthony T. Torn 111, P.E
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I'F'" 4451 St. Lucie Blvd. OPpilit02011bbloci
bosses •A.Acoy1. losable 111,P.E.teprdeaiaeclAisbronens,inaylmm,isPsoiii4d.ilieNfit rriticopermissivebeen Ad [oaf belles - Anthony 1.lonto111,PE. Fort Pierce, FL 34946
Job - Truss Truss Type Qty Ply
WRCSUK5 A05 Common 5 1 d A0064373
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16,51:40 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-H EkPCSR4_SflKrV,riVeZwRE43m5YgL4 piLgN82OyiHUX
i1-0 (1 7-9-14 15-0-0 t
22-2-2 30-M 1-0-
07-9-14 7-2-2 7-2-2 7-9-14 $ 3x4 =
10
LOADING(
psf) SPACING- 2-" TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1.25 BCLL
0.0 ' Rep Stress Incr YES BCDL
10.0 Code FBC2017rTP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 5-9-12 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 6 =
1260/0-3-8 (min. 0-1-8) Max
Horz 2 =
118(LC 16) Max
Uplift 2 =
375(LC 12) 6 =
375(LC 13) Max
Grav 2 =
1260(LC 1) 6 =
1260(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2423/1757, 3-4=-2155/1631, 4-
5=-2155/1631, 5-6=-2423/1757 BOT
CHORD 2-
10=-1454/2193,10-17=-778/1441, 9-
17=-778/1441, 9-18=-778/1441, 8-
18=-778/1441, 6-8=-1460/2193 WEBS
4-
8=-515f775, 5-8=-495/613, 4-
10=-515/775, 3-10=-495/613 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 4x6 =
5.
00 F12 3x4 =
4x6 = 3x4 = CSI.
DEFL. in floc) I/dell Ud TC
091 Vert(LL) 0.27 8-10 999 360 BC
0.62 Vert(CT) 0.50 8-16 720 240 WB
0.63 Horz(CT) 0.07 6 n/a n/a Matrix -
MS 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;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 nonconcurrenl 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 = 10.
Opsf. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 375 lb uplift at joint
2 and 375 lb uplift at joint 6. LOAD
CASE(S) Standard
Dead
Load Dell. = 5/16 in lq
0
3x4 =
PLATES
GRIP MT20
244/190 Weight:
131 Ib FT = 10% retq.
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St. Lucie Blvd. Fort
Pierce, FL 34946 Gppir6t
0 7016 Ad Eed hisses - Witter 1.loo0e 111, F.I. ltilte/eaienl this lomnem, in nr lerst, it pmYi6ed willmN lit rushee feroissiu Inc A-1 leof Inner - Aelhenr 1. leehe 111, P.I.
Job Truss Truss Type Qty Ply
WRCSUK5 A06 Roof Special 1 1 Af)064374
Job Reference (optional)
o. , — r c <u r t rr un. o. r zv a rvov r c zu ! r MI t etc maustnes, Inc. t-n Aug al 16:51:41 2018 PAge 1
6-2-11
I 10 -0 124I
D:?sOQvllzBGko2hFpRYibzzzOpep-IQHn PoRllmncx?5v2M49zRcF FVtY4YzsZK7h,lgyiHU W 2-
11 21-
0-0 30-0-0 1- 6-
0 8-8-0 9-0-0 1-0 4x4 =
55x6 =
5x6 Dead
Load Defl. = 5/16 in 3x8 =
4x6 = 4x4 =
3x4 = 4x4 = LOADING(
psf) SPACING- 2-0-0 TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1.25 BCLL
0.0 Rep Stress Incr YES BCDL
10.0 Code FBC20171TP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 'Except* T3,
T4: 2x4 SP M 30 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 5-8-6 oc bracing. WEBS
1
Row at midpt 5-9 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide REACTIONS. (
lb/size) 2 =
126010-3-8 (min.0-1-8) 7 =
1260/0-3-8 (min.0-1-8) Max
Horz 2 =
86(LC 13) Max
Uplift 2 =
337(LC 12) 7 =
414(LC 13) Max
Grav 2 =
1260(LC 1) 7 =
1260(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2494/1771, 3-4=-2105/1461, 4-
5=-2087/1520, 5-6=-2118/1561, 6-
7=-2372/1561 BOT
CHORD 2-
11=-1488/2271, 10-11=-1414/2347, 9-
10=-1414/2347, 7-9=-1244/2105 WEBS
3-
11 =-451/529, 4-11 =-1 021/1488, 5-
11 =-1 155/953, 5-9=-297/193, 6-
9=-36/472 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 21-
0-0 CSI,
DEFL. in (loc) I/deft L/d TC
0.86 Vert(LL) 0.31 9-17 999 360 BC
0.66 Vert(CT) 0.5111-14 707 240 WB
0.57 Horz(CT) 0.08 7 n/a n/a Matrix -
MS 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrenl 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 337 lb uplift at joint
2 and 414 lb uplift at joint 7. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
134 lb FT = 10% r:
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FL 34946 ephiphl 02016AIlestlinters - Andony T. broht ills 1. lepnbUiaul Ais bmneM, in rq duo, it prohibited ithco the rrinn peroissien hem Ad tnol hnus - AeAmy 1. lento ill, [.
Job - • Trus:
WRCSLIK5 A07 ROOF SPECIAL GIRDER
Ply
A0064375
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Firs Aug 31 16.51:42 2018 Page 1
ID:?sOOvl IzBGko2hFpRYibzzzOpep-Dcr9c8SKW4vTZ8g5c3bOWf9QBvBLpvY?o_sF7GyiHU V
1-0 6 1-10 10-8-0 14 0 18-0 4 23 0 0 25 4-4 30-0 0 1
1 6-1-10 4-6-6 3-8-0 4-25 4-5-12 4-7-12 1
3x8 =
4x4 =
4 - I
4x8 =
500 MT20HS=
3x4 = 6x8 =
LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) 0.36 11-12 999 360
TCDL 10.0 Lumber DOL 1 25 BC 0.81 Vert(CT) 0.62 11-12 584 240
BCLL 0.0 ' Rep Stress Incr NO WB 093 Horz(CT) 0.12 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except*
T3,T4: 2x4 SP M 30
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc puriins (2-4-0 max.)
Switched from sheeted. Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 7-0-4 oc bracing.
WEBS
1 Row at midpt 5-14
REACTIONS. (lb/size)
2 = 1828/0-3-8 (min. 0-1-8)
9 = 2694/0-3-8 (min. 0-2-4)
Max Horz
2 = 90(LC 32)
Max Uplift
2 = 546(LC 8)
9 = 930(LC 9)
Max Grav
2 = 1828(LC 1)
9 = 2694(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3960/1197,3-4=-3582/1113,
4-5=-3554/1100, 5-6=-6447/2203,
6-7=-5900/2060, 7-8=-6302/2177,
8-9=-6481/2244
BOT CHORD
2-14=-1092/3623, 13-14=-1765/5802,
12-13=-1765/5802,12-19=-2039/6447,
11-19=-2039/6447,9-11=-1987/5935
WEBS
3-14=-432/314,4-14=-718/2439,
5-14=-3248/1216,5-12=-470/929,
6-11 =-713/394, 7-11 =-554/2003
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; 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
20.0psf 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.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 546 lb uplift at
joint 2 and 930 lb uplift at joint 9.
8) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 296
lb down and 270 lb up at 23-0-0 on top chord, and
1321 lb down and 476 lb up at 21-4-12, and 381 lb
down and 93 lb up at 22-114 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 Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-62, 4-5=-62, 5-7=-62, 7-10=-62, 2-9=-21
Concentrated Loads (lb)
Vert: 7=-195(B) 11=-381(B) 19=-1321(B)
Dead Load Defl. = 5/16 in
400 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 167 lb FT = 10%
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Job Truss Truss Type City Ply
WRCSUKS B01 Hip Girder 1 1 A1064376
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16.51:42 2018 Page 1
11 —
1.5x4 11 3x8 =
4x4 =
3xB =
1.5x4 11 3x8 =
14-4-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(ILL) 0.17 10 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 10 878 240
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.09 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-8 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 6-8-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1787/0-3-8 (min. 0-2-2)
6 = 1787/0-3-8 (min. 0-2-2)
Max Horz
2 = 59(LC 12)
Max Uplift
2 = 618(LC 8)
6 = 618(LC 9)
Max Grav
2 = 1787(LC 1)
6 = 1787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3839/1299, 3-18=-3895/1386,
4-18=-3895/1386, 4-19=-3895/1386,
5-19=-3895/1386, 5-6=-3839/1299
BOT CHORD
2-1 1=-1 151/3475, 11-20=-1152/3503.
10-20=-1152/3503, 10-21 =-1 113/3503.
9-21=-1113/3503, 8-9=-1113/3503,
6-8=-1112/3475
WEBS
3-11=-35/643, 3-1 0=-236/61 0.
4-10=-502/353,5-10=-236/610,
5-8=-35/643
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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-" 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 618 lb uplift at
joint 2 and 618 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 248
lb down and 270 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 10-8-0,
and 123 lb down and 139 lb up at 12-3-4, and 248 lb
down and 270 lb up at 14-4-0 on top chord, and 383
lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12,
88 lb down at 10-8-0, and 88 lb down at 12-3-4, and
383 lb down and 91 lb up at 14-3-4 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 CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20
Concentrated Loads (lb)
Vert: 3=-201(B) 5=-201(B) 11=-383(B) 10=-71(B)
4=-123(B)8=-383(B)18=-123(B)19=-123(B)
20=-71 (B) 21 =-71 (B)
PLATES GRIP
MT20 244/190
Weight: 93 lb FT = 10%
tW..
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80083
ills P.E.
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fL 34946
Job • Truss Truss Type Qty Ply
A0064377
WRCSUKS B02 Hip 1
Job Reference optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:43 2016 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-hpPYq UTyHN 1 KBIF HAn6d2sidsJUrYZo81 ecofjyiHU U
1-0-0 9-" , 12-4-0 21-4-0 122-4-0,
1-0-0 9-0-0 3-4-0 _ 9-041 1-01
4x8 =
5x6 = Dead Load Deft. = 1/4 in
4x4 =
3x4 =
4x4 =
1.Sx4 II
4x4 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection. In
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
2 = 913/0-3-8 (min.0-1-8)
5 = 913/0-3-8 (min.0-1-8)
Max Horz
2 = 74(LC 16)
Max Uplift
2 = 261(LC 12)
5 = 261(LC 13)
Max Grav
2 = 913(LC 1)
5 = 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1437/976, 3-4=-1265/1016,
4-5=-1437/975
BOT CHORD
2-9=-697/1259, 8-9=-697/1265,
7-8=-697/1265, 5-7=-700/1259
WEBS
3-9=0/257. 4-7=-17/257
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
CSI. DEFL. in loc) 1/defl Ud
TC 0.72 Vert(LL) 0.29 7-15 870 360
BC 0.92 Vert(CT) 0.45 9-12 568 240
WB 0.10 Horz(CT) 0.04 5 n/a n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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) 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 connection (by others) of truss
to beanng plate capable of withstanding 261 lb uplift at
joint 2 and 261 lb uplift at joint 5
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 86 lb FT = 10%
Zte.
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tepnbaieeofthisroronera,iealfno,itpolilild.itheelIke +nneyermissiethem AdtealTresses -Mtheorl.Ibnlel0,r.l.
Job Truss Truss Type Qty Ply
WRCSUKS B03 Common 2 A0064378
Job Reference (optional)
nun: a. i20 s NOV 1 [ [u1 r i-nnt: tA.12U s NOV 12 201 / MiTek Industries, Inc. Fri Aug 31 16:51:44 2018 Pa.&e 1
ID •?sOQvl IzBGko2hFpRYibzzzOpep-9?zwi gUa2h9BoSgTkUdsb4EreivjHzVIGI LMD9yiHUT1-0-0 6-2-11 10-8-0 151-5 21-4-0 22
1 0 0 6 2-11 4-5 5 4-5 5 6-2-11 1 0 0
4x4 =
Sx8 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud
TCLL 20.0 Plate Grip OOL 1.25 TC 0.53 Vert(ILL) 0.18 8-11 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.41 8-11 631 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-2 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 7-3-6 oc bracing.
MiTek recommends that Stabilizers and
requiredcrossbracingbeinstalledduringtrusserection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
2 = 913/0-3-8 (min.0-1-8)
6 = 913/0-3-8 (min.0-1-8)
Max Horz
2 = 86(LC 17)
Max Uplift
2 = 275(LC 12)
6 = 275(LC 13)
Max Grav
2 = 913(LC 1)
6 = 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1618/1203, 3-4=-1228/895,
4-5=-1228/895,5-6=-1618/1203
BOT CHORD
2-8=-966/1463, 6-8=-972/1463
WEBS
4-8=-423/684, 5-8=-457/525,
3-8=-457/525
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind. ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5 Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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 275 lb uplift at
joint 2 and 275 lb uplift at joint 6.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/4 In
4x4 =
PLATES GRIP
MT20 244/190
Weight: 91 lb FT = 10%
r.q • ehr,e is.e,d+. t.n. ere •, i [xr nnml•snue-j arw rirxs uarancn Inlox mr; lltltit[linfli' hr, Ierf, Ydp pnu,n d rer m,n m lrn, hesP 6r.q Ift-0; d a lxlq 1 Irh 4 r [ tds,es,, Sled Mre n, mm Mir— itsi,e w ee mo,.y
IhY,eoeds, tkt„MhnNhrl bs,•si4 s,eimsledplgrs,Qe. Sp:leMe,M e usis,gltligneh cqa Anpdr„hd gxrq rttpul4tMdletpiMse:ye ln:sL•1delnMihh edr, whi TRl. Ik twp n,apm.ledq ttrmeeL s.tltr,1
rtlnedhn tm,Argt Ihghh,upAtq dd Am 6,Q..,rees,vdeprh Nis, Oeupr, a ieeen sits, i4d OI s,10, IMi'1 i,trdlRl. Ih tenidb TMad !hthi ere d e hers Anthony T. Tombo III, P.E99dMglfigaiq,.nnhYn ds,xgdmNWnq-kht d r80083is, trey A,{a wfefimn 30s,naen el dis,pmn f pl nd WpMiq 4 pem 4ddf ltr mw p6lJssilnlelH lA rti fllA s,e rds,e A!pr,dy.Jau IM1I fs,tae rt,pwlehn s,e MndL hn,pupn.hn, Gsp Stan rb lmsYnsiena,aks1s,•lu ldnd lre[rleo qrd qu o..mglr dune, nd,d Iieln,t Gs [ IteCIr:I. e, iee [e, yn,n o[ a,[ 4451 St. Lucie Blvd. q' q n, 1 pa,nin:,s a d e,i mm3lvilm smeseheenRu.
Fort Pierce, FL 34946trppipht02016A-1 isel bosses • A ihoq 1. Imho 11611. tepmlo0ioo of iiis si mmer.1, iury fmm, is ptohiideJ ritheol the mitten permission hrm A-f toed lasses - A.1hony 1. lomho ill, t 1.
Job Truss Truss Type Qty Ply
A0064379
WRCSUK5 B04 COMMON 3 1
Job Reference o tional
A0
Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16,51:44 2018 Page 1
ID:?s0Ov1IzBGko2hFpRYbzzzOpep-9?zwl gUa2h9BoSgTkUdsb4 EpJitG Hzl I GI L MB9yiH UT
1-0-0 6-2-11 10-84) 15-1-5 i 214-0
6-2-11
i 4-5-5 4-5-5 6-2-11
4x4 =
4x4 =
5x8 =
Dead Load DeB. = 1/4 in
4x4 =
o
10-8-0 10-8-0
Plate Offsets (X,Y}- 2:0-1-§,Edge], §L.0-1-6,Edge], 7:04-0,0-34]
LOADING(pso SPACING- 2-1-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.19 7-10 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.43 7-10 599 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 89 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc purlins (3-8-8 max.)
Switched from sheeted: Spacing > 2-0-0).
BOTCHORD
Rigid ceiling directly applied or 6-11-8 oc bracing
REACTIONS. (lb/size)
6 = 887/Mechanical
2 = 953/0-3-8 (min 0-1-8)
Max Horz
2 = 99(LC 16)
Max Uplift
6 = 256(LC 13)
2 = 287(LC 12)
Max Grav
6 = 887(LC 1)
2 = 953(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1689/1262, 3-4=-1284/942,
4-5=-1284/943,5-6=-1694/1267
BOT CHORD
2-7=-1049/1528, 6-7=-1056/1534
WEBS
4-7=-451 /717, 5-7=-483/553,
3-7=-476/546
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. It: Exp C; Encl.. GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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-M 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 beanng plate capable of withstanding 256 lb uplift at
joint 6 and 287 lb uplift at joint 2.
7) Graphical puriin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
m.q Ica nrA[5()1Hq;1.sIa1Irrhhvppnrasdine rder+ do trnslnyr 6e.g110P1+ea" 1.1" ILI I Id.m5J.11eW..0 oehvden nrr rMM+M1?L M, Wid
c rlM llms dd h.9k W000hr+l 1"1—hr*lgr.nALrud+ q r:J,.Pw,rd--drp q.,q+uLgl.lr his, d MOO lint yd+L 13 N.,de 1111. IM4vpev ylf Ydge+et+r,rrdM. Anthony T. Tombo III, D.E. dsitup •
37r+dhqudgpl nq+c koo =80083 erhdrgadperl.+.+c,
u..rurw.+rlHrw.or.,.lpr5mdd.wrgcrl..d5dge....tAtgr.urw5.tnr5ul..dx..Nrp+rdr.rr nued.nrampis a—wso,ddtmstiwo,linrin*Iq.nrrlmrd.dre..,.,r 4451 St. Lune Blvd. do.h.
IMgrr+edgMq+.nighaprrbrhd 14LnrhuplQnb•lY1.Yghvp..Lnr4!fh.lcpnad+lMee 11rgWeetrnnnhM.5151 Fort Pierce, FL 34946 spy'4b0101hA1too
hesus.Aeih.o)Lleahe0l.LF. tepelerondlhislenexd,iugfurs, isp.hihdelydhnIke ndtnFa+issie. be. Alhdonus- Whorl 1.letleIII, l.F.
Job Truss Truss Type Qty Ply
WRCSUKS CA Corner Jack 10 A006; 80
Job Reference optional
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16,51:45 2018 PaSe 1
I D:?sOQvIlzBGko2hFpRYlbzzzOpep-eBXI FAUCp?H 2QcPgHB858Hn766OYOUpRUySv;bylH US
1 -1-0-0 0-11-11
r
1-0-0 0-11-11
2x4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
puriins.
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 guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 = 130/0-3-8 (min. 0-1-8)
4 = 1/Mechanical
Max Horz
2 = 38(LC 8)
Max Uplift
3 = 5(LC 12)
2 = 82(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip 001-=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 beanng plate capable of withstanding 5 lb uplift at
joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4.
LOAD CASE(S)
Standard
rmdq.Mv MgYltMe.h•.Iluf namrsnitrl Qrui n{xsrio{anultnEo;{nr;:wrntra[rda rrfirdp{.v rr,dor un.nrEm,on r..glrw,re,wEE tQanEE nlr..r wnr.r r merrmr.r:. aallomla,•y
11rIt14m1rk%"h8u1l.0etA..rdd r!elrn!Odp lr/wjlr.*'dq lrpe;seud..ltls!grnrdso.ultarrdlr{rdndH gre9q nyruleel Mir enpm msye has tnni rose tl*WI..4e AI tot prru*reosltNgtrsnrs,s4dselZtInrddni;nssrrglml0rphhrup!doe.dorAen.htl.rirrrrcNrpfubad""0, pr,.t.connd!rllr,sell.Im6dlieglNrdlFl Theis ddsrlWdn•hdlned4lmrW.611M7.Fngr,ufi0mnd oq!IflMorinrrvlLnd Anthony T. Tombo 111, P.E.
0rM'eI'sspud4nr!m,e*r>rssnm.h110 rrinplmn.f pldmsdm WYq[rgeron Wrtl FA re!. ({071y4!IN ll irldtxl mrA.nN'r prod mml.besdery .90083
pl!rnurt uNpnlLLnfAupr,hnrCrtp(gan.ftmrddr^+u,nr gg51 St. Lucie Blvd. Au.lm lduN ll a fer.4 qeN qu o.reg h dl lraf !nrlrl h lrou hup Egwu fs lei se ls'es[ l4gr.,.1— Stu. tgmm d.l. in eh rgalaV n•n of n ldaer m li{I
Oppipht0T016Ali.d tenses Asdo.l l.loml.III, t.[. tepnAsmia d skis simmers, is sly for., is ptolililel.illec.t the rnee. permissiu hem A-ftell Tresses - Whiny [.To&*ITT, P.I.
Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply
A0064381
WRCSUK5 CJ3 Corner Jack 10 1
Job Reference (optional)
Run, 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:45 2018 Page 1
I D:?sOQvl IzBGko2h FpRYibzzzOpep-eBXI FAUCp?H2QcPgHB858Hn706NCOUpRUySvjbyiHUS
1-0-0 2-11-11
1-0-0 + 2-11-11
V
4
2x4 =
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(ILL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 = 187/0-3-8 (min. 0-1-8)
4 = 36/Mechanical
Max Horz
2 = 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 = 71(LC 8)
Max Grav
3 = 70(LC 1)
2 = 187(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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-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 48 lb uplift at
joint 3 and 71 lb uplift at joint 2.
LOAD CASE(S)
Standard
eeq n,nem..h n.rr•,It70F nnsot•¢ulrlrrr:ut rlulstm+analtalOxl'14m.•juucntr,Ir Wa ism r,gp,en,ndud dn.mlrm,h+;eoe.gt¢Q.r e, wrt lrLnrl m.ex,shnlr„m, Wn, 6rnu oaN.MIG1,ry
mldtan,IYnsmhndMhnO.hNl,rLn,Omg,(g•epr,SKuaallgweAYWwo1100upnemom}a,/bpRUmlyHeNlny.ulNrMb4p Mu/rhu!eryrnluMlWtll,doPFlhhtpn,..pm.mlgrmw .»a1 Anthony T. Tombo 111, P EZt1,q;r 10neIDldMUsitdarfms.drtrlhOgwigt.muAFrdYrrq"6berej—sne : 80083
445L St. Lucie Blvd.
d".Idb.ellete,eeprd ry.es"llmrnmo,Y,el Orleu Orur lq:unh IGI41•'lal l!ute,nln:,St+.AeEqum /oi.dlq NWxsaN a:mnnldal olnl Fort Pierce, FL 34946
Opyyiebi 0 204 bl bet hesus • Amloq 1. iembe III, P.I. Iepioduciae of ith lomnens, in fly Insist, is pmbibisel .rrbem rise ranee ptrmissiee hem Ad Poal Tresses • IesMey 1. finite III, F.I.
Job Truss Truss Type Qty Ply
WRCSUK5 CJ5 Corner Jack 10 1
A0064382
Job Reference (optional)
nun: u.1,eu s NOV 1Z Zu1 r rnnt: 9.1Zu s NOV a Z01 or MI lek Industries, Inc. Fri Aug 31 16.51:46 2018 Pale 1
ID:?sOQvIlzBGko2hF pRYi bzzzOpep-6O5gSW Vra IPv2m_srvfKgVJC2 W fHlx3bjcgSO1 yiH UR
t -1-M 4-11-11
1-0-0 4-11-11
2x4 =
4-11-11
4-11-11
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1 1-11 oc
pudins.
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 guide
REACTIONS. (lb/size)
3 = 126/Mechanical
2 = 263/0-3-8 (min.0-1-8)
4 = 64/Mechanical
Max Horz
2 = 115(LC 12)
Max Uplift
3 = 89(LC 12)
2 = 80(LC 12)
Max Grav
3 = 126(LC 1)
2 = 263(LC 1)
4 = 90(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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 89 lb uplift at
joint 3 and 80 lb uplift at joint 2.
LOAD CASE(S)
Standard
r tq.11mse sirn `µ,'it, no, I U61 nrllal'uuirA Qe7u rim a tulanm mtoxl w ir, uu[ntlutr b t. fit bur Nno¢¢, d rd un to to Irnr"d-glno; d r art I trw n ?I rd¢rar Sim N!vr no a:n r ov— st s4 m ml..y
tool reeamr(astammnNt. e. rnrrrl/ atlrnr kap lgre pr-Sw,mr teprer;re u¢r IDrrgwm¢vpwsort, nur rq,n+gny.wor, rnhN,rntop lrrsr A-We¢mloo.ry.r Mi. N ewp mrymn. iwgr.¢.m.,wary
I nlruABnlmsWoll LryhlMinpv4Sa!dhpur.h0•aura¢trde l¢WI.ILgpwpr,.Yip¢¢r11Llr dMb¢II.'fgWrNlM1llrq nd dlGldm6JlmdMlm RiAgld3;nigr,hmAb r.lY¢aidilMorntNOW.rI
AnthonyT.
80083
11,P.E
Oelriq W{e dfeemr, al ns mena4SGDd sa p resN rlYasdn heOl(wrrr SMt 4Yaerd rlld Wa mrMn h rl .Iau nrl tlrsten xes /eeCLlinsk
rarmuldaer llofarre rpetl q amyhdltnnbrlrti fkinu lr t
l 7 W¢Idh r"' rrp..un,or,_Pupe..e brit rha¢r ,as,e
1t101yt,t qei M1, hP r 4
4451 S[.
780083
Lucie Blvd.
Fort Pierce, FL 34946
rT q nr !7 p,nL•ruS a rm/ W rlaN uvrn Mrel¢IIn
sptvlhs 0701A bl pool Lases-Aminy 1.lomho III,ll. leprobaioo elthis comment, it ul lum, is proAihaed¢itheui the mines pmmissia hemAd lool bases• Aothonr 1. Dmbe III,[.I.
Job • Truss Truss Type aty Ply
A0064383
WRCSUK5 D02 Flat Girder
Job Referenceo tional Run:
8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:47 2018 Page 1 I
D:?sOOvllzBGko2hFpRYibzzzOpep-aaf2gs WTLcXmfwY2PcBaDisJwwu EU EukyGaOoUyiH UO r-
1012, 4-5-2 f 8-6-9 12-7-15 I 16-9-6 21-2-8 223-4 1-
0-12 4-5-2 4-1-6 4-1-6 4-1-6 4-5-2 1-0-12 Dead
Load Den. = 318 in 3x6
II 6x8 =
5x10 MT20HS= 4x4 = 6118 = 3x6 II 1.
5x4 II LOADING (
psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0 50 12-13 495 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.78 12-13 320 240 MT20HS 187/143 BCLL
0.0 ' Rep Stress Incr NO WB 0.67 Horz(CT) 0.08 10 n/a n/a BCDL
10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 103 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP N0.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.2 'Except' W1:
2x6 SP No.2, W3: 2x4 SP N0.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-3-4 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 5-4-13 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, In accordance
with Stabilizer Installation uide. REACTIONS. (
lb/size) 16 =
1054/0-7-4 (min. 0-1-8) 10 =
1053/0-7-4 (min.0-1-8) Max
Horz 16 =
54(LC 5) Max
Uplift 16 =
462(LC 4) 10 =
462(LC 5) Max
Grav 16 =
1054(LC 1) 10 =
1053(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
16=-968/461, 2-17=-3075/1215, 17-
18=-3075/1215, 3-18=-3075/1215, 3-
19=-3075/1215,19-20=-3075/1215, 4-
20=-3075/1215, 4-21=-4651/1829, 21-
22=-4651/1829, 5-22=-4651/1829, 5-
23=-3079/1216, 6-23=-3079/1216, 6-
24=-3079/1216, 7-24=-3079/1216, 7-
25=-3079/1216, 25-26=-3079/1216, 8-
26=-3079/1216,8-10=-969/461 BOT
CHORD 15-
29=-1850/4673, 14-29=-1850/4673, 13-
14=-1850/4673,13-30=-1850/4673, 30-
31=-1850/4673,12-31=-1850/4673, 12-
32=-1835/4651, 32-33=-1835/4651, 11-
33=-1835/4651 WEBS
2-
15=-1148/2945,4-15=-1648/665, WEBS
2-
15=-1148/2945,4-15=-1648/665, 8-
11 =-1 152/2950, 5-11=-1621/652 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft, 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 grip DOL=1.60 2)
Provide adequate drainage to prevent water ponding.
3)
All plates are MT20 plates unless otherwise indicated.
4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
5) '
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 vide will fit between the bottom
chord and any other members. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 462 lb uplift at joint
16 and 462 lb uplift at joint 10. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 34 lb
down and 32 lb up at 0-2-12, 40 lb down and 29 lb up
at 2-0-12, 40 lb down and 29 lb up at 4-0-12, 40 lb down
and 29 lb up at 6-0-12, 40 lb down and 29 lb up at
8-0-12, 40 lb down and 29 lb up at 10-0-12, 40 lb down
and 29 Ib up at 11-1-12, 40 Ib down and 29 Ib up
at 13-1-12, 40 Ib down and 29 Ib up at 15-1-12. 40 lb
down and 29 lb up at 17-1-12, and 40 lb down and 29
lb up at 19-1-12, and 34 lb down and 34 lb up at 20-
11-12 on top chord, and 18 lb down and 14 lb up at 2-
0-12, 18 lb down and 14 lb up at 4-0-12, 18 lb down and
14 lb up at 6-0-12, 18 lb down and 14 lb up at 8-
0-12, 18 lb down and 14 lb up at 10-0-12, 18 lb down
and 14 lb up at 11-1-12, 18 lb down and 14 lb up
at 13-1-12, 18 lb down and 14 lb up at 15-1-12, and
18 lb down and 14 lb up at 17-1-12, and 18 lb down
and 14 lb up at 19-1-12 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
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-2=-60, 2-8=-60, 8-9=-60, 10-16=-20 Concentrated
Loads (lb) Vert:
2=-10(B) 8=-10(B) 14=-18(B) 17=-10(B) 18=-
10(B) 19=-10(B) 20=-10(B) 21=-10(B) 22=-
10(B) 23=-10(B) 24=-10(B) 25=-10(B) 26=-
10(B) 27=-18(B) 28=-18(B) 29=-18(B) 30=-
18(B) 31=-18(B) 32=-18(B) 33=-18(B) 34=-
18(B)35=-18(B) te.
mp
n"SMire.a.,r-hilt(ntsmrstumlartlunuar, Inr¢rthlxr,Ikmken .r emsg:k a.ace.eeml,.q mite trmtb,
W mnNr bnAgM.w efelr kwIT" p1.*N &IFe/M31-9 7TDOM 'sta. UFO. IfIle YdAw yrzy.vllf 4IMdni. IMI*In151glM.-6TOO .4.d.PH htlp.,-P-dattq].LWe1R1 Anthony T. Tombo III, P E dIdhruclim dl nldm lm,.
afd laO}n•g1. mnCew dY¢y,MYbmplWli; r1 ItB0083 e] 4 Mx+tlnpi dfectne
ill0mNp .1 Ile Iretonellrta ,d rh 1.,16.1 heMeen som lM mv,. pxnW it Ind lxe mrd...0 tInd ps., MI ML1l ,rnten.etet, d/am e'u 1- pe.". I— Anp E.".td rmr Ynhru,lun 4451 St. Lucie Blvd Aeau lduu llereia yid twoasey ll
dltr.nnd.d Nlm,d,reft{uenheGldli lap N,y.e,n luuflllaFapun dot rdLp Nm 1rN •nnnldeel bull Fort Pierce, FL 34946 GplripNO7pl{Alreelhesses-Aethagl.Imbeill,.1. leprodecists
of Ilth ilmmaw, in III fuel, is prohibited witlicst the wratte litmissiso him A-1 Ical Tresses - Authuy 1. Tedo Ill, P.I.
Job Truss Truss Type Qty Ply
WRCSUK5 FG1 FLAT GIRDER 1 2 A006 384
Job Reference (optional)
Run: e1.izu s Nov iz 2u1 r Print: A6.12(A s Nov 12 2017 Mi7ek Industries, Inc. Fri Aug 31 16:51:47 2018 Page 1
ID:?sOQvl[zBGko2hFpRYibzzzOpep-aaf2gs WTLcXmfwY2PcBaDisE6wt9UD3kyGaOc uyiHUQ
2.6-1 1-8-7 6-10-12 9-1-2 10.7-4 12-1-6 14-3.12 16-6.1 16 7 13 18-8-7 20-9-0 1-2
2-6-1 2-2-5 i 2-2-5 2-2-5 1-6.2 1-6-2 2-2-5 2-2-5 0- -12 2.0.9 2-0-9
Dead Load Defl. = 5/8 in
3x6 =
4x6= .r --.— 4.1 ti 3x6=
4x6 =
28.1 4.8.7 6-10-i2 9-1-9 10.7.4 12.0.15 14-3.12 tfi-frt
18 10 3
18.6.11 1 21-2-0
2{rt 2.2.5 2.2-5 2-13 1-5.11 1-511 2.123 2-2-5 2-0.9 0-11.112 2-4-5
0.1 12
Plate Offsets {X,Y}_(20.0 4-12,0-5 4
CSI. DEFL. in floc) I/de0 Ud PLATES GRIPLOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.31 18 792 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0 92 18 272 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.10 13 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 238 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 'Except'
W1: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-6-7 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
23 = 3477/0-7-4 (min.0-1-8)
13 = 3467/0-74 (min.0-1-8)
Max Horz
23 = 39(LC 6)
Max Uplift
23 = 93(LC 4)
13 = 143(LC 5)
Max Grav
23 = 3477(LC 1)
13 = 3467(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-23=-710/182, 1-24=-694/0, 2-24=-694/0,
2-25=-6440/0, 3-25=-6440/0,
3-4=-11538/0,4-5=-15367/0,
5-6=-17107/0, 6-7=-17116/0, 7-8=-15124/0,
8-9=-11533/0, 9-10=-1 1533/
0,10-26=-6370/0, 11-26=-6370/0,
11-27=-672/0, 12-27=-672/0,
12-13=-700/238 BOT CHORD 22-23=
0/6440,
21-22=0111538, 20-21=0/15082, 19-20=0/
17107, 18-19=0/1 7920, 17-18=
0/1 7920, 16-17=0/1 7116, 15-16=
0/1 5124, 14-15=0/1 1533, 13-14=
0/6370 WEBS 5-19=0/306, 7-17=
0/
305, 5-20=-1946/0, 2-23=-6213/0, 4-20=0/
910, 2-22=0/1884, 4-21=-3854/0, 3-22=-5544/
0, 3-21=0/1560, Continued on page 2 WEBS 5-19=
0/306, 7-17=
0/
305, 5-20=-1946/0, 2-23=-6213/0, 4-20=0/
910, 2-22=0/1884, 4-21=-3854/0, 3-22=-5544/
0, 3-21=011560, 11-13=-6161/0,
7-16=-2166/0, 11-14=0/1871, 8-
16=0/843, 10-14=-5615/0, 8-15=-3905/0, 10-
15=0/1598, 6-18=0/424, 6-
19=-961/0, 6-17=-948/0 NOTES- 1) 2-ply truss
to be connected together
with
10d 0.131'x3-) nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x4 - 1 row
at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered
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=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=
25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (
envelope); cantilever left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.
60 4) Provide adequate drainage to prevent water ponding. 5)
All plates are MT20 plates unless otherwise
indicated.
6) All plates are 3x4 MT20 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 3-6-0 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 93 lb uplift
at joint 23 and 143 lb uplift at joint 13.
10) Load case(s) 2, 14, 15, 16, 17,
18 has/have been modified. Building designer must review loads to verify that
they are correct for the intended use of
this truss. 11) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated load(s) 390 lb
down and 211 lb up at 0-2-
12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and
63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0,
282 lb down and 84 lb up at 7-0-0, 282 lb down and
84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4,
282 lb down and 84 lb up at 12-2-8, 282 lb down and
84 lb up at 14-2-8. 208 lb down and 124 lb up at 16-2-
8, 134 lb down and 63 lb up at 18-2-8, and 65 lb
down and 19 lb up at 20-2-8, and 390 lb down and 265
lb up at 20-11-12 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.
00
Plate Increase=l 00 Uniform Loads (pin Vert: 1-
12=-170. 13-23=-
20 Concentrated Loads (
lb) Vert: 1=-390 9=-208 12=-
390 5=-282
7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=-
134 26=-134 27=-65 2) Dead + 0.75 Roof Live (balanced) +
0.75
Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert: 1-1 2=-190, 13-
23=-20 Concentrated
Loads (lb) Vert: 1=-324 9=-181 12=-
324 5=-246
7=-246 4=-246 3=-181 8=-246 6=-246 24=-56 25=-
116 26=-116 27=-56 14) Dead: Lumber Increase=0.90, Plate
Increase=0.
90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-
12=-170, 13-23=-
20 Concentrated Loads (
lb) Vert: 1=-127 9=-101 12=-
127 5=-140
7=-140 4=-140 3=-101 8=-140 6=-140 24=-
27 25=-63 26=-63 27=-27 15) Dead + 0.75 Roof
Live (bal.) + 0.75
Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (
plf) rw.rn„rn.,qu,r,.e.
n•tllwrnrss0l•ulnnarmnulltmcanenrrslox;
nT•r;Ilu(nFwttrM..Inge.Pr.r.dn,rrwun.nrln,h,pm wlrcalre,,n rllrhm.rFm.Rr>,rnro,nr Wn,NernvordnM101.rY dlhYcremi ei,s sedlhnelMblMbh.ehl sseL,hdpfeprepe, flearvlhpr+,m
udn r IOD.rm,ehnne dberdnWdequeiry nyrvltlgMbinpdb,e/r ieulrymer MlGD Pry, r.i.Rl lh bup nuarow.lrtgrrmxt.,d41 Anthony T. Tombo111, P.E. reed aim,%, my l lighnr,mpre11h1d.e0.m.tell..',eoL•drorineI Lghupr,.ermm.dt.U(A -MWAtIredgidrrlFl lrq.nrldfie INoW .bell i, dim T—laddryerita;gr,o,b rkel,9"JIM. wind s80083 b ta,e o„4a r he. u n,
w.a. n. im er .Imn, r e d m t ati c.er. tdM ur u. tar rrl rt h m r su, .e ed.e.dy p d pi.n. tnl rm, a„nl..esn r rn r a um h rn. un, e p t4aa r rmr rrer..,..0 rMrduerlo t elnty r r q greaeghdlpenbd,ei IhlmshupFyunUlei Ill
Alghsyr,elnmlic,aEsp. rr4451St. Lucie Blvd. moaludw-nnnrmeet nli. ppitbi01616A-Ilost [losses -Amlog1.Tombs Ill, l.1. teprdoaiaoofAhiscuneni,insayhem, ispm6ibued.
4cmAt lines peolus,eohem A -I teal bosses •Amhonl1.lambs ill,t.l. Fort Pierce, FL 34946
Job Truss Truss Type Qry Ply
WRCSUK5 FG1 FLAT GIRDER 1 2
AO064384
Job Reference o tional
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16.51:47 2018 Page 2
ID:?sOQvl IzBGko2hFpRYibzzzOpep-aaf2gs WTLcXmfwY2PcBaDisE6wt9U D3kyGa0oUyiHUQ
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=31
Concentrated Loads (lb)
Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48
6=48 24=13 25=42 26=42 27=13
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (pin
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=-8
Concentrated Loads (lb)
Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48
6=48 24=13 25=42 26=42 27=13
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pin
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=24
Concentrated Loads (lb)
Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48
6=48 24=13 25=42 26=42 27=13
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-12=-125, 13-23=-20
Horz: 1-23=-5
Concentrated Loads (lb)
Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48
6=48 24=13 25=42 26=42 27=13
rtcrq Mu Mplh rnlr.ti'A In0111r11(1rs[tin QrdllI. lorbq I L Meese Sim Mrexe N d—Ned x ft TM j GheesemijnegfibeulluNelJDbM:
te UAlrnrkgelgrn(te,1K rArtryee;touixor107eMnnnom e nrhnWegw'igrtyxUlJmMnenpimayelieuMmenMlODx¢.xeo1F1 ibeenpnvymnldgrrmwyuadtq Anthony T Tombo III, P.E. I
dmolf.T.0-7ldeq"th issWJayrIt.0 m I dm100da.hdonedr.Tm j4gbd5ggge.eeeftxdk.M"heen,rxuMnd r 80083 rk
Mde egks,eclome . Nsixmedeke IDkda lgmWw rnae rs dpldel ehbdkq(eemkYeMw, polkenlr rr deersuAdndv p 1VAoss Inl kSxs tontpnbuesdhbsd Llins hope, l:nsenp[gae etl lino knee^+., xSn 4451 St Lucie Blvd. rlernlddge(exee grel gepe.emq geif reen
redid Ib lmp hep(eyxn is A010e IdU Mn,n6 :AflmaEe eedmr wilq Weq.tlAd Yn oenMulb llN. Zh Fort Pierce, FL 349e6 Opyipb101016 AI fed Imsses - Am6oq I
limbo III,1 I. peprdouiop d lkis Iemmem, in sly Imp, is prolibiled wirAeed be ranee pnmissiso how Ad Got hisses • Anhokr I bolo III, P.I.
Job Truss Truss Type Qty Ply
WRCSUK5 FG2 FLOOR 2
AC064385
Job Reference o tional
nun: is.7 to s Nov i z 201 r Prim: 8.120 s Nov 12 2017 M7ek Industries, Inc. Fri Aug 31 16:51:48 2018 PaCte 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-2mCRtBX56wfdH37FzKipIwPXUKBgDgju BwJZIGwyiHUP
I 1-5-2
I 3-7-3
I 5-9-12 7-3 13 10-1-3 12-7-8
1-5-2 2-2-1 2-2-9 1-6 1 2-9-7 2-6-5
1.5x4 II 1.5x4 II
1 3x6 =
500 = 1.5x4 II 1 5x4 II 3x6 =
3x4 11 2x4 11 4x4 11
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3'Except'
W1. 2x6 SP No.2, W5: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 1797/0-3-8 (min. 0-1-8)
8 = 2294/0-3-8 (min. 0-1-8)
11 = 5898/0-3-8 (min. 0-3-8)
Max Grav
14 = 1812(LC 3)
8 = 2307(LC 4)
11 = 5898(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
1-14=-1523/0, 1-2=-2031/0, 2-3=-2031/0,
3-4=-2031/0, 4-5=-3146/0, 5-6=-3146/0,
6-7=-3146/0, 7-8=-1311/0
BOT CHORD
12-13=0/2031, 12-15=-948/0,
11-15=-948/0, 10-11=-948/0,
10-16=0/3146,9-16=0/3146,9-17=0/644,
8-17=0/644
WEBS
1-13=0/2277, 4-12=0/3181, 4-11=-4005/0,
4-10=0/4770, 5-10=-422/0, 6-9=0/282,
7-9=0/2703
NOTES-
1) 2-ply truss to be connected together with 1 Od
0.131'x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-11 2x4 - 1 row at 0-7-0 oc.
CSI. DEFL. in loc) I/defl Lid
TC 0.48 Vert(LL) 0.05 9-10 999 360
BC 100 Vert(CT) 0.07 9-10 999 240
WB 0.76 Horz(CT) 0 01 8 n/a n/a
Matrix -MS
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 floor live loads have been considered
for this design.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1442 lb down at 1-3-12, 1442 lb down at 3-3-12,
1442 lb down at 5-3-12, 1442 lb down at 7-3-12, and
1442 lb down at 9-3-12, and 1442 lb down at 10-11-8
on bottom chord. The design/selection of such
connection device(s) 1s the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert. 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 13=-1442(B) 12=-1442(B) 10=-1442(B)
15=-1442(B) 16=-1442(B) 17=-1442(B)
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%
rr,Jy llnu MryY. rr,• lit '11100f rim J1111[n .lutr btlp onrndntdrrd an n tulmtPnpbnglfro Nib uU, l.I,e11PL1 I ldxootsmdh'Iin, moll, hill"tminNOD, *I 16TA—
ro, pni m b rid b, r 11Pu "W It I lint lesp Iqurr p I, Srmdry hpxr', n, ud n .1IPP ryn,m n _F., d or pOrtbd gwtiq retprvlPy b, owIn# d lk,gb Imr tne" n of I0P sdr, w4 Mi. 16 mup nugnnt.Irdq,nC nt uYl1 I
mlrudl.I..,nMgldlyhh,nrnubN;dor 0.m40•ri„nitdlFdnbr 1.11iybupr•,br wbndnlfLLR'db, bid l.l>lydrd lM1l.1,yprnldMlGdmhlHnldWimt.nieyE.tPy nry,.otnMrdbuq rMnbl n,NtiUd Anthony T. TOmhO III, P.E. aM'
apt,tprdtneme10ialllod.10Prdnou ,11,p,.dI.In,lrnhum Itiowitk"hs mnw-rdb,lelPrgWWI vildxn,lb,prdPhwIn' M]arLnylnn JllalhL utdl,ntbupn.lint npEq—Ir,n,bwn`ru,a'ns =80083 Au.lu Mod if, Idan o.
e
qrd ymbr if 0I1.. 1mIn1 no InuPnrpGpunItIN b, 1.14.1 Pilpn, n Lnt SIM. Eynm d of Witt 10 u,Tiad bin.. n ddml it1111 4451 St. Lucie Blvd. 0ldoill,p.l. , Trine,pmiih,fIledlrot,. Fort Pierce,
FL 34946
Job • Truss Truss Type Qty Ply
WRCSUK5 FG3 Flat Girder 1 2
A0064386
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:48 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-2mCRtBX56wfdH37FzKiplwPVgKMoDoUu BwJZKwyiH U P
2-2-8 4-3-4 5-9-12F 7-10-8 10-1-0 2-
2-8 2-0-12 1-6-8 2-0-12 2-2-8 3x4 =
3x8 =
3x4 = 4-
34 5-9-12 10-1-0 4-
3-4 t
1-
6-8 4-34 LOADING (
psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.01 7-8 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.02 7-8 999 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Weight: 97 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 10 =
1079/0-7-4 (min.0-1-8) 7 =
1575/0-3-8 (min.0-1-8) 9 =
2565/0-3-8 (min.0-1-8) Max
Horz 10 =
42(LC 6) Max
Uplift 10 =
299(LC 4) 7 =
211 (LC 5) 9 =
225(LC 5) Max
Grav 10 =
1079(LC 1) 7 =
1575(LC 1) 9 =
2565(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
10=-826/274, 2-12=-105/929, 12-
13=-105/929, 3-13=-105/929, 3-
14=-105/929,4-14=-105/929, 4-
15=-595/106,5-15=-595/106, 6-
7=-589/92 BOT
CHORD 9-
10=-97n82, 8-9=-106/595, 7-
8=-313/2069 WEBS
3-
9=-697772,4-9=-1829/140, 4-
8=-1077708,2-10=-765/104, 2-
9=-1629/224, 5-8=-1644/324, 5-
7=-2099/329 Continued
on page 2 NOTES-
1)
2-ply truss to be connected together with 10d 0.
131-xY) 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=150mph (3-second gust) Vasd=
116mph, TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; end vertical teft exposed;
Lumber DOL=1.60 plate grip DOL=1.60 4)
Provide adequate drainage to prevent water ponding.
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-M 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 299 lb uplift at joint
10. 211 lb uplift at joint 7 and 225 lb uplift at joint 9.
8)
Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified.
Building designer must review loads to verify that
they are correct for the intended use of this truss. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 390 lb
down and 211 lb up at 0-1-12, 65 lb down and 19 lb up
at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down
and 124 lb up at 5-0-0, and 282 lb down and 84 lb
up at 7-M, and 1442 lb down and 431 lb up at 8-
6-8 on top chord. The design/selection of such connection
device(s) is the responsibility of others. LOAD
CASE(S) Standard
Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-13=420(8=-250), 6-13=-170, 7-10=-20 Concentrated
Loads (lb) Vert:
1=-390 11=-05 12=-134 14=-208 15=-282 16=-
1442 2)
Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber
Increase=1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-13=-409(B=-219), 6-13=-190, 7-10=-20 Concentrated
Loads (lb) Vert:
1=-324 11=-56 12=-116 14=-181 15=-246 16=-
1261 14)
Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit.
metal=0.90 Uniform
Loads (plo Vert:
1-13=-295(B=-125), 6-13=-170, 7-10=-20 Concentrated
Loads (lb) Vert:
1=-127 11=-27 12=-63 14=-101 15=-140 16=-
717 15)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-13=-440(B=-315), 6-13=-125, 7-10=20 Horz:
1-10=31 Concentrated
Loads (lb) Vert:
1=80 11=13 12=42 14=83 15=48 16=189 16)
Dead + 0 75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-13=-367(B=-242), 6-13=-125, 7-10=-20 Horz:
1-10=-8 Concentrated
Loads (lb) Vert:
1=80 11=13 12=42 14=83 15=48 16=189 17)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-13=-419(B=-294), 6-13=-125, 7-10=-20 Horz:
1-10=24 Concentrated
Loads (lb) Vert:
1=80 11=13 12=42 14=83 15=48 16=189 zth
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Job Truss Truss Type Qty Ply
WRCSUK5 FG3 Flat Girder 2
4,0064386
Job Reference (optional)
Run: 8.120 S Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:48 2018 Pagp 2
I D•?sOQvllzBGko2hFpRYibzzzOpep-2mCRlBX56wfd H37FzKiplwPVgKMoOoUuBwJZKayyiH U P
LOAD CASE(S)
Standard
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pin
Vert: 1- 1 3=-367(B=-242), 6-13=-125, 7-10=-20
Horz: 1-10=-5
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 14=83 15=48 16=189
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4
Job • Truss Truss Type Qty Ply
WRCSUK5 FL01 Floor 6 1
A0064387
Job Reference o tional
0-1-8
H 2-6-0
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:49 2018 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-Wzmp4 XXjtDoUvDIR W 1 D217xe 1 jYVy611 Pa36tMyiHUO
11--8 0 1-10 8 1-8-0
3x4 = 3x6 FP= 3x4 =
3 4 5 6 7 8
O-A$
Dead Load Defl. = 3/16 in
4x8 =
9 10 11
0
2Z Q
I,
v
2 N
0
3x6 = 400 = 3x12 MT20HS FP= 3x4 = 4x10 = 3x6 =
1.5x4 SP= 3x4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.43 14-15 585 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 104 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)'Except*
T2: 2x4 SP No 2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-2 oc
purllns, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 1146/0-7-4 (min. 0-1-8)
18 = 1146/0-7-4 (min. 0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3715/0, 34=-3715/0, 4-5=-4902/0,
5-6=4902/0, 6-7=4902/0, 7-8=4902/0,
8-9=-3713/0,9-10=-3713/0
BOT CHORD
17-18=0/2162, 16-17=0/4610.
15-16=0/4610, 14-15=0/4902,
13-14=0/4613, 12-13=0/2163
WEBS
10-12=-2391/0, 2-18=-2391A
10-13=0/1714, 2-17=0/1717, 9-13=-252/0,
3-17=-255/0, 8-13=-995/0,4-17=-990/0,
8-14=-106/727,4-15=-108/733,
5-15=-315/10,6-14=-311/10
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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AnYagL1¢l+IIl, r.
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Job Truss Truss Type City Ply
WRCSUK5 FL02 Floor 1 1 AU064388
Job Reference optional
0-1-8
Hi 2-6-0 1
Fun. 6.12u s NOV 12 201 r Pnnt: U.121) s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:50 2018 Pam 1
I D:?sOOvi IzBGko2hFpRYibzzzOpep-_9KBItYLeXwLW NHd4lkH rLUoF7sshZMAeEogFRpyiH UN
1 2-5-0 -
1 I
1-&0
1 D-1 0-8011 8
Dead Load Delil. = 1/8 in
3x6 = U10 = 3x4 = 3x8 MT20HS FP-- 400 = 3x6 = 5x6 =
LOADING (psi) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing,
Except:
6-M oc bracing: 12-13.
REACTIONS. (lb/size)
13 = 2335/0-3-8 (min.0-1-8)
19 = 1027/0-7-4 (min.0-1-8)
Max Grav
13 = 2335(LC 1)
19 = 1052(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
12-22=-1066/0, 22-23=-1066/0,
11-23=-1066/0, 2-3=-3302/0, 34=-3302/0,
4-5=-4104/0, 5-6=4104/0, 6-7=-3067/0,
7-8=-3067/0, 8-9=-3067/0, 9-10=0/917
BOT CHORD
18-19=0/1 963, 17-18=0/4104,
16-17=0/4104,15-16=0/3894,
14-15=0/3894, 13-14=0/1578,
12-13=-917/0
WEBS
10- 1 3=-1 288/0. 2-19=-2171 /0,
2-18=0/1480, 3-18=-301/43, 4-18=-1130/0,
9- 1 3=-2353/0, 9-14=0/1706, 7-14=-261A
6-14=-976/0, 5-16=-296/0, 10-12=0/1388,
6-16=-107/712
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
CSI. DEFL. in (loc) I/defl Ud
TC 0.78 Vert(LL) 0.4814-16 490 360
BC 0.96 Vert(CT) 0.57 14-16 413 240
WB 0.81 Horz(CT) 0.08 13 n/a n/a
Matrix-S
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 12-19=-10, 1-11=-100
Concentrated Loads (lb)
Vert: 11=-1070
21-2-8
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 106 Ib FT = 10%F, 10%E
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Job Truss Truss Type Qty Ply
A0064389
WRCSUK5 FL03 Floor 5 1
Job Reference (optional)
0-1-8
H1
2-6-0
3x8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:50 2018 Page 1
ID:?sOQvi IzBGko2hFpRYibzzzOpep-_9KBItYLeXwLW NHd4lkHrLUo37vghYzAeEogPpyiHU N
2t012i
3x4 = 3x4 = 3x6 FP=
2--0-0 1 1 Q A-8
Dead Load DeB. = 1/8 in
4x8 = 3x3 II 3x3 = 3x3 =
3x6 = 3x10 = 3x4 = 4x10 = 3x6 FP= 3x10 = 3x6 =
19-11-4
LOADING(psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr YES
Code FBC2017frPI2014
CSI.
TC 0.79
BC 0.77
WB 084
Matrix-S
DEFL. in (loc) I/dell
Vert(LL) -0.38 19-20 >631
Vert(CT) -0.51 19-20 >462
Horz(CT) 0.07 17 n/a
Ud
360
240
n/a
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except* NOTES-
T2: 2x4 SP M 30(Flat) 1) Unbalanced floor live loads have been considered
BOT CHORD 2x4 SP No.2(Flat) 'Except*
for this design.
B1: 2x4 SP M 30(flat)
All plates are 1.5x4 MT20 unless otherwiseWEBS2x4SPNo.3(flat) inindicated.
BRACING-
3) Provide mechanical connection (by others) of trussTOPCHORD
to bearing plate capable of withstanding 163 lb uplift atStructuralwoodsheathingdirectlyappliedor2-2-0 oc joint 14. puriins, except end verticals. 4) Recommend 2x6 strongbacks, on edge, spaced at
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
REACTIONS. (lb/size) walls at their outer ends or restrained by other means.
23 = 1007/0-7-4 (min. 0-1-8)
5) CAUTION, Do not erect truss backwards.
14 = 36/0-3-8 (min.0-1-8)
17 = 1749/0-3-8 (min. 0-1-8) LOAD CASE(S)
Max Uplift Standard
14 =-163(LC 3)
Max Grav
23 = 1015(LC 10)
14 = 208(LC 4)
17 = 1749(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0,
5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0,
8-9=-2642/0, 9-10=0/1297, 10-11=0/1295,
11-12=-137/426
BOT CHORD
22-23=0/1886, 21-22=0/3842,
20-21=0/3842, 19-20=0/3547,
18-19=0/1080, 17-18=0/1080,
16-17=-426/137, 15-16=-426/137,
14-15=-426/137
WEBS
2-23=-2086/0, 2-22=0/1401, 3-22=-294/16,
4-22=-963/0,9-17=-2434/0, 9-19=0/1759,
8-19=-253/0,6-19=-1027/0,
12-14=-174/564, 11-17=-1163/0,
6-20=-2/694
PLATES GRIP
MT20 244/190
Weight: 128 Ib FT = 10%F, 10%E
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geelryeeo waq 4 d11rnneluL 6lnuhlgttpnnh lClat ldN kspr,nla!tSlL:ahpem e'q My 0 M!esdi:atalnhhdaTn1 Fort Pierce. FL 34946 6ppiph101hlt A -I feel lmsses-
Amhdet 1. Iaehe ll). P.I. tepideoioe ollhis lomrem, in ul lnu, is prahihilel+nhen the wrinee ptrmissiu hem A-1 befliesses• Aethenyl lento III, P.I.
Job Truss Truss Type Qty Ply
WRCSUK5 FL04 Floor 1
A6064390
Job Reference (ptional
0-1-8
H 1
2-6-0
a1.
1.5x4 II
1 Sx4 =
1
3x4 =
2
Run: o. Izu s Nov I cut r r-nm: C.1ZU s NOV 1L ZU1 / rim I eK Industries, Inc. Fn Aug 31 16:51:51 2018 Paga 1
ID: sOQvIlzBGko2trFpRYibzzzOpep-SLuZVDZzPr2B8XsgeSFW NY 1 zyXH kQ6AKtuYDd'ryiHU M
I 1-3-0
1
2-1-8 r 1-8-0
1
1.Sx4 II 3x3 = 1.50 II 3x4 =
3 4 5 6
0x8
3x4 = 3x6 = 1.5x4 If 3x6 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.17 10-11 911 360
TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.22 10-11 717 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(0at)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 714/0-3-8 (min. 0-1-8)
12 = 721/0-74 (min. 0-1-8)
Max Grav
8 = 714(LC 1)
12 = 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0,
5-6=-1854/0
BOT CHORD
11-12=0/1270,10-11=0/1854,9-10=0/1854,
8-9=0/1294
WEBS
2-12=-1404/0, 2-11=0l713, 3-11=-275/2,
4-11=-266/260, 6-8=-1418/0,6-9=0l763,
5-9=-297/0
NOTES-
1) Unbalanced Floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 67 lb FT = 10%F, 10%E
r..q nrrrrOnglh,rr•n.lr•llwrnns(sruu(naea:(mwslmumcn(r(loxrlrn•v(u[ntwePI..Urdlr4Nmmd-It un.oll1,ur-PN"I(v,,daurll (rrnrLld.ealv,nMr,n, wn,en.vu.y.n,lup,.Y
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11,
P.E. arnugonpvdac",
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lNdl rtom Mar. a ry'
rsd }n, plq.ndlnss rlMrwu. uss 4451 St. Lucie Blvd. fJ ^dlh Inx brhei(rinssprap,[yxrnlCldt(Iq ktyn,n lmsSlu.Eq.rndq Mdq Wr.fl NFin.rnldu16I111. Gppiphl0}
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Pierce. FL 34946
Job ' Truss Truss Type Qty Ply
A0064391
WRCSUK5 FL05G FLOOR GIRDER 1 1
Job Reference (optional)
0-1-8
3x4 =
11.5x II 0-10-0 2
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:51 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-SLuZVDZzPr2B8XsgeSF W NY 16rXLwQ70KtuYDxFyiH UM
1-11-8 3x4 = 4 1.5x4 II
1 w1
IT 1.Sx411 1.5x411
7 6 5
3x4 = 3x4 =
4-1-8
Plate Offsets (X,Y)— [1:Edge 0-0-12 ,[2:0-1-8,Edge], [3:0-1-8,Edge]
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.01 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 21 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-8 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 1177/0-7-4 (min. 0-1-8)
5 = 1175/Mechanical
Max Grav
8 = 1177(LC 1)
5 = 1175(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1175/0
BOT CHORD
7-8=0/1175, 6-7=0/1175, 5-6=0/1175
WEBS
2-8=-1644/0, 3-5=-1644/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-7, 1-4=-67
Concentrated Loads (lb)
Vert: 2=-1032 3=-1028
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ILid rn rkm orlhndV tripekrr I rl k'Er.sn itn 4er,e t r rrrr+«:rw+rF+nr•.wr.rnr.r+utrwr. arpr n.:rq,r al±ron,.e tnl. Ir6w wk 4 ,wr.+ Anthony T. Tombo Ili, P.E.
r:80083
trr/Ig rrd"r(m tr.JtootlreM trQlrtrp—cod p6lw Mr.x q(egn.4M1kI..e M1tWr*ddr.mr¢(1 nrMrHl. ryrrd p.r M1W—t repuGnr h r it D.lmrtvyr,irnr Mu} tyna r imr Y 4iG v,in 4451 St. Lude Blvd.
mn.IU Mrielhrl tq Qnl q...righ A"i—hrj Ik 4nr Mu l4en6gt4 WYrOrurn.. i,nr4;rh. tgwed I NBq uyeYurmn.rnar a tn t. fort Pierce, FL 34946
6pyriltlrDlDI6A-1Gofhnut ActlooyLlenh.0l.Lf, lepdoninohbi+/enorcol,iunyln,nprolihndr4hdlEenmapneiuiuhulll ollmin Why1.limbo III, I.I.
Job Truss Truss Type City Pty
WRCSUK5 FL06GE Floor Supported Gable 1 1
A0064392
Job Reference (optional)
Kun, 8.12U s Nov 12 2(11 7 Print: 13.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:51 2018 Pagib 1
p
1D:?sOQvilzBGko2hFpRYibzzzOpep-SLuZVDZzPr2B8XsgeSFWNY177XROQ9SKtuYDxFyiHUM
H-8 4-8
13 = 3x6 FP= 3x3 =
c 1 2 3 4 5 6 8 9 10 11 12 13 14 15
T7
u I16
17 18 19 I
20
S21
1
22
I
Tn
1 YS1
1 ST1Sf1ST2S1ST1ST1ST1ST1S1ST1ST11II0 / tj
0o
v
a IN 4443
42
41 40 3938 37 36 35 34 33 32 31 30 29 28 27 26 25 2423 3x3 = 3x6 FP=
3x3 = LOADING (psf) SPACING-
2-M CSI. DEFL. in (loc) I/de0 Ud TCLL 40.0
Plate Grip DOL 1.00 TC 0.13 Vert(LL) n/a n/a 999 TCDL 100 Lumber
DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0
Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 23 n/a n/a BCDL 5.0
Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD
2x4
SP No.2(Oat) BOT CHORD 2x4
SP No.2(flat) WEBS 2x4 SP
No.3(Oat) OTHERS 2x4 SP
No.3(flat) BRACING - TOP CHORD
Structural
wood sheathing
directly applied or 10-0-0 oc purlins, except end
verticals. BOT CHORD Rigid
ceiling directly
applied or 10-0-0 oc bracing, Except: 6-0-
0
oc bracing: 36-37,35-36,34-35,32-34,31-32,30-31. REACTIONS. All bearings
24-7-0. lb) - Max Uplift
All uplift 100
lb or less at joint(s) 23 Max Grav
All
reactions 250
lb or less at joint(s) 44, 43, 42,
41, 40, 39. 37. 36, 35, 34, 32, 31, 30.
29, 28, 27, 26, 25. 24 except38=1079(LC
1) FORCES. (lb) Max.
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown. WEBS
7-38=-
1076/
0 NOTES- 1) All
plates
are 1 5x4 MT20 unless otherwise indicated. 2) Gable requires
continuous bottom chord bearing. 3) Truss to
be fully sheathed from one face or securely braced against lateral
movement (i.e. diagonal web). 4) Gable studs
spaced at 1-4-0 oc. 5) Provide mechanical
connection (by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) 23.
6) Recommend 2x6
strongbacks, on edge, spaced at 10.0-0
oc and fastened to each truss with 3-10d (0.131' X 3") nails.
Strongbacks to be attached to walls at their outer ends or
restrained by other means. LOAD CASE(S)
Standard Standard 1)
Dead +
Floor
Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00 Uniform Loads (plf)
Vert. 23-44=-
10, 1-22=-100 Concentrated Loads (lb)
Vert: 7=-1232
PLATES MT20 GRIP
244/
190
Weight:
112 Ib
FT = 10%F, 10%E dreg 16evc,.,r,
v.tr•u¢mnrsnrsalll'AR.[IIII!Ilse(Cr51et4Ir{1CY(T[Ije(u04[RY;fr4. en;.krrlrrarafr,rre,rhsimrGy}kr.yplllras f brill! Idn.nY.nlAu.r drudnru4lrMlM,rl. 14te1 rra. dan
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l., P.
E.
r. Mey Our,
d(e0at, L..nMw.N(M.IMr.Omrp hlr,dMl.'Ylf r.. Sdht Ydvea(1(W ldltN Yl lllry(enidxrcN it ry...... Inl r r,dmr„d,Ianrw,ddlm,ny.e,hn,e.ur!geen rlm,ll.d,s....hn 80 3 d,
n.lr
lA,rf h.fdggnl qr. nYyh drrM,.nhd Ih fin, OeurlgrnheOi OrWylnr,,r nn, t dn telw.dr7 e.ly e7,grWl kn rrnhMelM1l 4451 St Lucie Blvd. apyri1M07114A-I leafLesses-
hilal1.lerbIII, Ll.tepe4ruseelM,daemel,iany h,e,isp.6ldelrBhen:emOnperissiaherAlteellnssmAelAeery1.leedwIII, 1. For, Pierce, FL 34946
Job • Truss Truss Type City Ply
A0064393
WRCSUK5 FL07 Floor 7 1
Job Reference (optional)
0-1-8
H1
26
I
0 1
22
3x6 =
4x10 =
2 3
Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:52 2018 Page 1
I D:?sOQvilzBGko2hFpRYibzzzOpep-wXSxjZac98A2mhROCAmlwmZ9rxb?9W4T5XHnThyi HUL
P41 2=0 P-"
4x4 =
3x6 = 3x3 = 3x3 = 3x6 FP=
4_ 5 6 7 8 9 10
21 20 19 18 17 16
4x10 = 3x12 MT20HS FP-- 3x6 = 3x6 =
3x6 WB=
LOADING (psf) SPACING- 2-M CS'- DEFL. in (loc) I/deb Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.68 17-18 426 360
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.94 17-18 309 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.13 14 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.OE(0al)
WEBS 2x4 SP No.3(flat)'Except*
W2: 2x4 SP No 2(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-1 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
22 = 1335/0-7-4 (min.0-1-8)
14 = 1329/0-3-8 (min.0-1-8)
Max Grav
22 = 1335(LC 1)
14 = 1329(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-4510/0, 3-4=-4510/0, 4-5=-6555/0,
5-6=-6555/0, 6-7=-6653/0, 7-8=-6566/0,
8-9=-6566/0, 9-10=-6566/0,
10-11=-4550/0, 11-12=-4550/0
BOT CHORD
21-22=0/2565, 20-21=0/5823,
19-20=0/5823, 18-19=0/6653,
17-18=0/6653, 16-17=0/6653,
15-16=0/5848,14-15=0/2618
WEBS
2-22=-2836/0, 2-21=0/2151, 4-21 =-1 452/0,
12-14=-2876/0,12-15=0/2136,
10-15=-1435/0, 10-16=0/878,
8-16=-312/154, 4-19=0/888,
5-19=-308/157, 6-19=-776/421,
6-18=-258/260, 7-16=-763/434,
7-17=-263/255
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
4-8
Dead Load Deft. = 114 in
400 =
11
r
12 13
ig
15 14
4x10 = U8 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 125 Ib FT = 10%F, 10%E
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m ro'"Mit Nos TAa1.41 Anthony T. Tombo III, P.E. I.
en.a,rm, for .rweq.rrwTheir[Jn101N.6dlnrJarrnxtlEge.f;wrgr.mhCb.dY.gJiMrny.uw4 _80083 a e.
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re qrd qn n,my lydprn nehe! rq rms hn+fq nn is 1pl trrflq hnpe,nlns Srtn Egomfmr ortlq 10 ¢e3laM 4as o.nldaelnRll 4451 Lucie
Blvd Fort Pierce,
FL 34946 oppiphtO?oil
A-1loci Insses•Aodoell.bmbeHOL Repsnbai000frlislomneni,inulform, ispidilirdrirheetrhtrnoeepermissionhem AdRoof bosses -Ambonrl.lonto111,r.I.
Job Truss Truss Type Qty Ply
WRCSUK5 FLO8 FLOOR 6 1 AOt)64394
Job Reference o tional
0-1-8
H 1 2-"—
i
U3 II
1.5x4 = 6x10 =
o -
0
rcun• t$.1ZU s NOV 12 ZU1 r runt: 6.1ZU s NOV 12 2U1 y MI Iek Industries, Inc. Fri Aug 31 16:51:53 2018 Page 1
ID•?sOQvllzBGko2hFpRYibzzzOpep-PkOJwvbEwSlvNrOCItH_Sz6O1 Lx9uyGdKB1 K08yiHUK
1 1. 2-24 1 0—I
3x6 FP= 3x6 FP=
6x6 = 6x6 = 600 =
Dead Load Den. = 1/4 in
24 23 22 21 20 19 18 17 16 15
6x8 = 6x10 = 302 MT20HS FP= 302 MT20HS FP_— 600 = 6x8 =
1.5x4 SP= 1.5x4 SP=
5x6 = 5x6 =
LOADING (psf) SPACING- 2 CSI. DEFL. in (loc) I/deb Ud
TCLL 40.0 Plate Grip DOL
0
1.00 TC 0.49 Vert(LL) 0.70 19-20 452 360
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.96 19-20 329 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.11 15 n/a n/a
BCDL 5.0 Code FBC2017rrPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(Oat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-5-9 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
24 = 1452/0-7-4 (min.0-1-8)
15 = 1452/Mechanical
Max Grav
24 = 1452(LC 1)
15 = 1452(LC 1)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5463/0, 3-4=-5486/0, 4-5=-8330/0,
5-6=-8330/0, 6-7=-8330/0, 7-8=-8719/0,
8-9=-8330/0, 9-10=-8330/0,
10-11=-8330/0, 11-12=-5486/0,
12-13=-5463/0
BOT CHORD
23-24=0/3114, 22-23=0/7261,
21-22=0/8719, 20-21=0/8719,
19-20=0/8719,18-19=0/8719,
17-18=0/8719, 16-17=017261.
15-16=0/3114
WEBS
13-15=-3381/0, 2-24=-3381/0,
13-16=0/2566, 2-23=0/2566, 12-16=-252/0,
3-23=-252/0, 11-16=-1917/0,
4-23=-1917/0, 11-17=0/1160, 4-22=0/1160,
10-17=-285l76,5-22=-285/76,
8-17=-1068/292,7-22=-1068/292
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
4) Refer to girder(s) for truss to truss connections.
5) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 221 lb FT = 10%F, 10%E
g—, rlea l.x.G.'ltum usms rsil('.ri.B.i11i um&(admit(VISION rtnr)Itmr1KYSrr 6.. IaiMry Rn..rl.lydrnrrMirnrhrq k...tGtp!.Ixldl.rlI.d.LLI[Id...:9.n IeY..0 blestoer.uwl M in. Ny
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M M.A g.(.fdq..l qw. nYYrhgp.n.nhd Ir Lnr lest lya..,h.01r4ddq hwpa.i nrf;N.lS.mon Mlmq a,gddudl ...... and.1111 .v
rg.,MIm. Y.d.fxa,aeu 4451 SC. Lucie Blvd. Fort
Pierce, FL 34946 ePlutEtm
1016 A-1 lw11mut 4r11ory Lfeak lll.tf, lepmbniuddisda.m[a1,i. nyla.,uprodibned rihalfit .nne. pamistiuhuAIfni lnsu. A.r6aq 1. b.Do III, p.f.
Job Truss Truss Type Oty Ply
A0064395
WRCSUK5 FL09G FLOOR 1
Job Reference (optional)
0-1-8
H'1 2-6-0
3x3 II
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:53 2018 Page 1
ID:?sOOvIlzBGko2hFpRYibzzzOpep-PkOJwvbEwSlvNrOCItH_Sz6luLvruu2dKB1 K08yiHUK
0 2
4x6 II 5x6 II
3x6 FP= 3x6 FP=
MSH422
Dead Load Defl. = 5/16 in
24 23 22 21 20 19 18 17 16 15
6x8 = 6x10 = 3x12 MT20HS FP-- 3x8 MT20HS FP= 5x10 = 6x8 =
6x8 = 3x4 SP=6x8 =
Plate Offsets (X,Y} [4 0-2-12,Edge].[7:0-3-0,Edge],[8:0-3-O,Edgel, [13:0-7-O,Edge],[16:0 4 4,Edge], [19:0-3-0,0-0-0], f25:0-1-8,0-0-12]
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.75 17-19 >422 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -1.03 17-19 >305 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0 88 Horz(CT) 0.10 15 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 222 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
Except'
5) Required 2x6 strongbacks, on edge, spaced at
BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d
B2,B3: 2x4 SP 2400F 2.OE(flat)
0.131" X 3") nails. Strongbacks to be attached to
WEBS 2x4 SP No.3(flat)
walls at their outer ends or restrained by other means. BRACING-
6) CAUTION, Do not erect truss backwards.
TOP CHORD 7) Use USP MSH422 (With 10d nails into Girder & 10d
Structural wood sheathing directly applied or 4-0-8 oc nails into Truss) or equivalent at 20-3-4 from the left
except end verticals. purlinsBOT end to connect truss(es) FL05G (1 ply 2x4 SP) to frontCHORD
face of top chord, skewed 0.0 deg.to the left, slopingRigidceilingdirectlyappliedor10-0-0 oc bracing. 0.0 deg. down.
REACTIONS. (lb/size)
8) Fill all nail holes where hanger is in contact with
24 = 1245/0-7-4 (min.0-1-8)
lumber.
9) In the LOAD CASE(S) section, loads applied to this
15 = 1817/Mechanical
face of the truss are noted as front (F) or back (B).
Max Grav
24 = 1245(LC 1)
15 = 1817(LC 1) LOAD CASE(S)
FORCES. (lb)
Standard
1) Dead +Floor Live (balanced): Lumber
Max. Comp./Max. Ten. - All forces 250 (lb) or less except Increase=1.00, Plate Increase=1.00
when shown. Uniform Loads (plf) TOP CHORD Vert: 1 -67
2-3=-4922/0, 3-4=-4936/0, 4-5=-8080/0, Concentrated Loads (lb) Concentrated Loads
5-6=-8080/0, 6-7=-8080/0, 7-8=-9208/0, Vert: 11=-1131(F)
8-9=-9710/0, 9-10=-9710/0,
10-11=-9710/0, 11-12=-7541/0,
12-13=-7525/0
BOT CHORD
23-24=0/2729, 22-23=0/6785,
21-22=0/9208, 20-21=0/9208,
19-20=0/9208, 18-19=0/9208,
17-18=0/9208, 16-17=0/9379,
15-16=0/4151
WEBS
13-15=-4491/0, 2-24=-2963/0,
13-16=0/3696, 2-23=0/2395,
11-16=-2292/0,4-23=-1996/0,
11 - 1 7=0/359, 4-22=0/1 406, 10-17=-295/0,
8-17=0/1139, 7-22=-1768/0, 7-20=0/464,
8-19=-347/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
4) Refer to girder(s) for truss to truss connections.
n.y nm.o.wP,1,x.a-I4It* MIS jfn1!1IEI.F!l!1USl(OIOtlt4ltif YIiP!I,1(t.7e116NWIr. 1.1,Nt*(sr4W1ry1!aMLLt!Idnwu{1nWx..0 ohucn•.0 an6wkntssy Iviess..n.
1hh11W h.ulh e11p1ah.i6 I,.I:nth,gt!grr11,1.Sr1nd1(qwa/e.,dwaq l:6 ninanwlvrlru 4611n1nc1aa w1alu inrwWMY6hsq/el nqh Ln,IgmewYlM nl., dwlM1l, hh,q nuef s,Yy uCSu,sWn Anthony T. Tornbo III, D.E. t z800834451St.
Lucie Blvd For Dlelce,
FL 34946 eppyhi0701661teelllasus-6rflayl.
6.6111./.l. Irp.a6enssdibis6raatsxu,isa)lelw, is Cobibitel-0haalthis-'MINFamistim11uAIIml1lnus MOery1.19-40M,I.1.
Job Truss Truss Type Qty Ply
WRCSUK5 FL10 Floor 2 1 A0064396
Job Reference (optional)
0-1-8
H 1
2-6-0
1.5x4 II
1.Sx4 = 300 =
1 2
kun: ts.l zu s Nov i z zul r runt: t1.1 Zu s NOV 12 2011 Mi rek Industries, Inc. Fri Aug 31 16:51:54 2018 Page+ 1
I D:?sOQvllzBGko2hFpRYlbzzzOpep-twat8FbshmQm?_bOJapD?Bfr?kETdN DmZnniNtyiH UJ
2f--0-8 i 2-2-0—
i
3x4 =
1.Sx4 II 3x6 FP= 1.5x4 II 3x4 = 1 5x4 11 4x6 =
3 4 5 6 7 R a
I 1-3-0 1 W
Dead Load Defl. = 3/16 in
3x6 II 6x6 =
n .. 19
3x6 = 3x10 = 3x6 = 1.5x4 II 3x6 = 3x8 MT20HS FP= 4x8 = "
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.45 17-18 525 360
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0 62 17-18 387 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0 03 12 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T2: 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat) 'Except'
132: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
12 = 1094/0-3-8 (min. 0-1-8)
20 = 1094/0-7-4 (min. 0-1-8)
Max Grav
12 = 1094(LC 1)
20 = 1094(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3490/0, 3-4=-3490/0, 4-5=-4568/0,
5-6=-4568/0, 6-7=-4568/0, 7-8=-4080/0,
8-9=-4080/0, 9-1 0=-1 196/0,
10-11=-1108/0.11-12=-1196/0
BOT CHORD
19-20=0/2054, 18-19=0/4295,
17-18=0/4080, 16-17=0/4080,
15-16=0/2840,14-15=0/2840
WEBS
12-14=0/1588, 2-20=-2271/0,
11-14=-251/0, 2-19=0/1588, 9-14=-1817/0,
9-16=0/1475, 4-19=-890/0, 8-16=-490/0,
4-18=0/405, 6-18=-424/0, 7-18=-145/890,
7-17=-334/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 sirongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
8-4-0
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 101 Ib FT = 10%F, 10%E
ZErent-
11—Il edy'Ise.r.•el(varmru inaculrum I(0IMSUSto.;alit',IMISUMIrin. hmrarInMa, Ind "0„.1.,T-ortpde..fl(la;daeed.rl I.nntl III —Sim W.., ailm va".r.III, r lLI r.
sem, ra, ue n.ua b, d D n M.aa h e ire, leap (.pra p., fr:uar lep..;u uA n y ao npnn, o aupre A n pAnaatl q ee+q eegaamry w a ae p A a ,a.Iu:r apxM n Ae rID rh.+la PFI. R awp e,mpm.ldq,*dM—n ddrj dn.Adifm,
fuyl.laighe.eup,OM.Onto.-0,Doi,ntstNepfrIWId,.fD's",admbn0hnIK6RtdMbdle'Iqd,dMI. Tb,qpedAmllOna,ehelae,AenrnttaleEwl 4nrq,,uWlradYegnil hb."'"1{A QndlOnyz8008T. lo111,PE a.Idghspudfeneni 111.1,
IVW.0.no'ni var.—drarn,d a, I.aaq(.Nm 4Aep te-M. f ril"W4rild Sul —dun.7'ap.ndpl.ue 141 YAKS$111WIMJnl ua tqe a a, has lexpa, Lei le,p u>,e.n nllms end,Mn, a4e 80083 dense admal .(erne sea 4451
St. Lucie Blvd. r a qu..rmglrAllr.na.Aed fMln,fhuplepnit1o141Alalluy,nln:fSrCaEgwnAoiMf>y Nm7laNb•mmeldxaulRl Fort Pierce, FL 34946 Appipl101016AIrnl
Lasser-AlAonyl.Lmbaill.P.I. Iteprdediaa of a lit teroeee, in atrform, it pmllEBel aithn de mina pt,missu. het Ad lcoflnue Aatbnrl Letoill,P.I.
6,
Job Truss Truss Type city Ply
A0064397
WRCSUK5 FL11GE Floor Supported Gable 1 1
Job Reference ( tional
0 1 2 3 4
11
0 368
v ea
I3T,
O
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16.51:54 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-twai8Fbshmcim?_bOJapD?BfeOkTid VAmZnntYayiHUJ
0N8
3x6 FP= 3 3 = 3x3 =
5 6 7 9 10 11 12 T713 14_ 15 16 17 _ 18 0
I 1 1 I I I •• I I 1 1 1 1 I I •• 1
w +
14\' v\ 'tkj$i:{t' •r\:}\::}S:yB}>:if+:ry F "+ :?'/ ' ff i''i:}:; i.?.ji;: i:ti:^i::'v' {:i{\ii:;it.xv.:.w: +iY+.C+' :•h4 x:i:i.'vJ:::.\{•ii::w:.iv: n.vw..v
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
3x3 = 3x6 FP= 3x3 =
LOADING(psf)
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
3x3 = 3x6 FP= 3x3 =
LOADING(psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
SOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 20-1-8.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
36. 19, 35, 34, 33. 32. 31, 29, 28, 26,
25, 24, 23, 22, 21, 20 except
30=1085(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
8-30=-1081/0
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X X) nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 19-36=-10, 1-18=-100
Concentrated Loads (lb)
Vert: 8=-1232
3,0-0-121
CSI. DEFL. in (loc) I/deft L/d
TC 0.13 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.25 Horz(CT) 0.00 19 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 93 lb FT = 10%F, 10%E
t/.
rltgro..ry rrw.Cr'1AIC9FIlISS(S('SFIL'rlfirt llMStt6epR11l(ISfC;'W'!Ne(e17NW4'iibR hrtMegAnerfrrarnnsxfm Msgtre.vl rat ryl.luMLL1t Wom9mlrA.rru Ohueonnye4rrlll rl(
Nidnegrr[Ahr MI..uilrr [lob is rest tse lnu Mrp tgrmp..4me1[grr)6rrdrr(1'dnn+sr rcgru/Yr erdm. M-"mrrdiq as A.6up/rsrpr I., tgcd n as IN 0'.9. M. no 6up q-r—Iaeq aC:—aweY! Anthony T. Tornbo 111, P.E.
dm/mlms6ig6+6ryntrnyrssq/MO•wr,6.6.u'swlrMgmrd'}ihuTr.erustr/ruCeht(ryk/r[ytrrdiM.heq..//`rl'rrlhtlw/mlmsrligaOlurrp.rtk Yerr6gstlrrretPsikl/ 80083
r Meq 6dp.r rtrerr.u.r utrrYftlrrpeousr piWt/b {s!Eq(Wr.r1/rh trera(/SQrrhJrl 1. Rl rlltl r. nfrrnlNpa/purr IKI MwrY uyr i::ndMn/aI•n hyr,tmrervr. [.e.r.rrimrw..6c*,.6n
4451 St Lucie Blvd.
M.iu 64.Ihr(redgerl y.0 •r6gh Apron enArl [6 Uns ees*tye.n is e61r4ilq 6vp,imss M [ynedn WLy nul6htd Wnnntrf.dr1111, Fotn, Pierce, FL 34946
Ceprriphi 07016A I Reef hwn Aethoe7Llenhe OLM lepm6ulieed[6islaemee[,ient loin, h Piohihile6 ruheei the m ill" pemnsne lion A l Iasi hones- Aetheq l Iaoihe 111,R I.
Job Truss Truss Type Oty Ply
WRCSUKS HR Diagonal Hip Girder 5 1 AOU64398
Job Reference (optional)
Run: 8.120 s NOV 12 Z111 r runt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:55 2018 Pag4. 1
ID:?s0OvilzBGko2hFpRYlbzzzOpep-L684LbcUS3Ydd8AbtIKSYOBiKBfhMs3voV WRd oyiHU I
1-5-0 4-6-5 9-10-1
1-5 0 4-6-5 5-3-11
ead Load DeO. = 1/16 in
N tVOPj
lV
2x4 = 1.5x4 11 3x4 = 5
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.05 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240
BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight, 41 lb FT = 10%
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-3 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 9-2-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 164/Mechanical
2 = 541/0-4-9 (min. 0-1-8)
5 = 341/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
4 = 117(LC 4)
2 = 238(LC 4)
5 = 77(LC 8)
Max Grav
4 = 164(LC 1)
2 = 541(LC 1)
5 = 341(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-1 1=-1085/306, 3-11 =-1030/307
BOTCHORD
2-13=402/1030, 13-14=-402/1030,
7-14=402/1030,7-15=-402/1030,
6-15=402/1030
WEBS
3-7=0/287, 3-6=-1068/417
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
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 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-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 117 lb uplift at
joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb
up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7,
and 71 lb down and 98 lb up at 7-0-7 on top chord,
and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb
up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8,
and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
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 (plo
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3)
14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36)
iudq flutethrry'J,r,I,.no-A Iixf ilrmirssufrlalitll rlrxsl(fll'rTIICll(VS17Y(Kl!1'il(OCRliillEAr dr, 1114 YdP Woo. dnd 011.1btimt In pdnglf[T,d 0, W1y 1 brk ILF l Id... Len Mr.n Weu rMnu tlddnlle lDr, rj
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46
tne.,,rl nlgrl.s erPrrgnr.mggrop:„In,na nln,tn„P[gdntl,Itlerrr nkW.,rrl,sm„y dofw mq d,d•nnnlddnntl. 4451 St Lucie Blvd.
Ip)niil07016A•14dlnsses•Adlidl 1.babeIII,P.I. to mboitlldliisi mnem,iou fun, ForL Pier'e. FL 349'
i P p gispmiiiilelridedlltr.nnelptmitsiuhroA-Ileedhntn•Althnrl.bnFtlIII,P.1.
Job • Truss Truss Type tQy Ply
A0064399
WRCSUK5 J3A Jack -Open 1
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16.51:56 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-pJhSZxd6DNgUEI knR?rh4ck?PY7g5SX309F_cSyiHU H
1 0-0 3-0-0
1-0-0 3-0-0
t2
N A
O
2x4 =
3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
puriins.
BOTCHORD
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 guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 = 188/0-8-0 (min. 0-1-8)
4 = 38/Mechanical
Max Horz
2 = 71(LC 8)
Max Uplift
3 = 44(LC 12)
2 = 106(LC 8)
Max Grav
3 = 70(LC 1)
2 = 188(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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-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 44 Ib uplift at
joint 3 and 106 lb uplift at joint 2.
LOAD CASE(S)
Standard
Im
q r t n.tu.m,r.4'rlrtwsemM01(9floltfatruutntswr4,herr,ynr.nmd!ddn mu„!h p*pyllta;d4(!+.111.1onfIta a!wnNa,,n! U.sork moedn4fMay d,
11Y1..rn,Ipf,M.erdhbliU.Nrre I:eir"koplgr pe.fpeldrkp+;mssd..rl011gtum.mp.rad4pdxNdnt'AI'Iq!ly.W M41N}d4sgkl'yINro1.41UDr,d IFl.lielwpnnsntcwn Ie.gttla.LnwJQ Anthony T. Tornbo 111, P E d.
udnl.,ssh.a7ledla{hd„pbN d4Aan.40•.ira r,Ie1 e}f.4 Nllap Ueup.•,.4,W.dd4nl.41Cd4kd 1 Y>rp dedlFl, lee gpndel4 tUld. edle'dr.I. diq koft e. mnUE. dkeq UAW a. yntdand : 80083 do
t".] kgnd kerm.. a." In W is on, d41rme! d pemnn d4 ka q(e pm ferry etWtea my, punw4 in rid Sol ."d—J*tmlpe.u. M1 nb:! Lrtyanm.owdzn! t L 1,i,s' r.. l:n! kp Egan d lmr 4!Eea a.'n1 4451 St. Lucie Blvd rnr.,
v lbwyn(nna q.d an...rmq gdlprn sedrd iklaleu[gmnh «I trtdlgkrgw,nin!sSR+iq en doi wq cU romddkm nnta.lotr<i. Fort Pierce, FL 34946 bpl
ripil02DldA-Iiufh+ssts-Aniloer1.lamh+Ill,I'L tepmdanio+ofthisdmomrst,incoylino,isprahihded.ilhcalshe.rinnpermissynhmAdfoollines-Aolh+nr1.(onto111,p.1.
Job Truss Truss Type Qty Ply
WRCSUK5 J7 Jack -Open 15 1 AOD64400
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:56 2018 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-pJhSZxd6DNgUE IknR?rh4ckoNYzb5SX309F_cSyiHUH
7-0-0
1 0 0 7-0-0
Dead Load Dell. = 1 /8 in
o A
o A
N
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.21 4-7 399 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.75 Vert(CT) 0.24 4-7 349 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied.
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 guide.
REACTIONS. (lb/size)
3 = 183/Mechanical
2 = 342/0-3-8 (min.0-1-8)
4 = 91/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
3 = 129(LC 12)
2 = 99(LC 12)
Max Grav
3 = 183(LC 1)
2 = 342(LC 1)
4 = 128(LC 3)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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 129 lb uplift at
joint 3 and 99 lb uplift at joint 2.
c+q n-11m.,01, rim. n:'A 1170f uISMruuirlilewri ullud, 4up podmdiM wrs:: n,Im,knp dn,q if(k1dM Aral, I Win 41110—Sim? Wr hlu,dhr.nu 9ddnaTD0,ry 10hYummrrm,
Hlh net ln6 nD4h nh1 4rLn, hdp hp+r+ppSpn:lry lqur.Y,p udwul lOOrynm,ompo+:dd pdndN,qu;aq reyMulOdr bih/n}dlr,+j, luu eq¢oln6,M0'.de MI. Ih i+p nvvprn. IdgAnthony T. Tombo ill, P.E d:,:ddlrn,Me,Nllignhrn,wuWmdh:0..n0e0nn,nlavd.pvlYW/iy0euprr,dtytwnndglll,m14a10rbr111+'lgnerdfFl ingpnddhlpdrrhd/nrA41m+r1:Oqlrllyq gr,hmIDc dY:vinllMo:n:pNNd : 90083 b huqh,pr•dUrm.lo.o,wM+O, Imdd F,M,.dpd•Lnf d0,han(:yumWar W-low W,P"mh In d Sul mrd+e+d4pnd p.Aare.MI 0L,Lrnpn+l+:, Wen:, d u I— hvp+, Ire„ knp Igra:r drm, dlFlrs *-t Aeduldad lle[d+
kgd:>t+d.rmghrl p:n nd,e! Ihlnv O,Ypfgmrur0l th l+dq lrcpe,n lir,Sry:+ignm dot o.uq IkoWNYru+Inldnlhntl 4451 St. Lucie Blvd. oti k102016Ad lodhottet-
A+do+ 1.lomleIII,H. le robaie+oflkndoroeerd,iea la For( Pierce, FL 34946
P! 1 T P )
gilproki6ilednMenlheniRe+permiuieehenAddolinun-Ae16mT1.bobIll,Lf.
y•
Job Truss Truss Type Qty Ply
A0064401
WRCSUK5 M6 Monopitch 4 1
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:57 2018 Page 1
I D:?s0OvilzBGko2hFpRYibzzzOpep-HVFgmGek_hoLsSJz_jMwdpH6TyPEquBCFp?Y9vyiH UG
5-11-4
5-11-4
1.5x4 II
4
1.5x4 II
4-4-0 1-3-4
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 6-9 859 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.05 6-9 971 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-4 oc
pudins, except end verticals.
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 guide.
REACTIONS. (lb/size)
2 = 22110-8-0 (min. 0-1-8)
6 = 303/0-8-0 (min. 0-1-8)
Max Horz
2 = 117(LC 8)
Max Uplift
2 = 174(LC 8)
6 = 195(LC 8)
Max Grav
2 = 221(LC 1)
6 = 303(LC 1)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-215/344
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left exposed ; porch
left exposed;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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 174 lb uplift at
joint 2 and 195 lb uplift at joint 6.
LOAD CASE(S)
Standard
U.,-reeaaoM*,,h.nm*AI rerfr hop IKYRr l edam flM M—, Ydeuiaer.ivaldn a TOl, olY
nwW al. Anthony T. Tombo III, P.E. I
sdnedliTau W.7IWI,gh0.u:pier&aa.dDoTrial. eea.."ann:d4dnhWeghIngpnddo.TaindM M."derEmu.drtgWlilnrq:.ammlaedh.alhfreaago9M1!d z80083 4 l.Jar ht,
pn d (eft. 30 r•Yf :a M a 411q d b rmuf rN pddtu: d m tnlq (rye.m 4deq Krr.ati jron pN:k! h IN d Wl m rAyeul!. pwd r8w. IRI M1u14 rrym izu d •en / L lint hupn, liwt M.p [gran d rmt enbwu, a4ft s:u.tu id
uurecu,a eprd rsa.mgrtrfrrnrsard_nrnuaaptg.ulf h eot m uvar orslpn, if hassrn.Eq— d nr Willi mranado-urnnidmaun. Lucie Blvd. Faortrt Pierce,
FL 34946
oppilln07016Altuttnsses-A.hargl.lembeIIV.
L tepsd.mood[his /emnent,inaybrn,ispfaAihlld.ibe.ISYe+sine.remissieohim Adteollosses -A.burl.lonholll,[.L
Job Truss Truss Type pry Ply
WRCSUK5 M6E Monopitch Supported Gable 1 1 A10064402
Job Reference (optional)
mull. o..zu s Nov Iz zu I r rnnl: a. Izu s Nov 1z zu1 r MI IeK industries, Inc. Fn Aug 31 16:51:57 2018 Pagf 1
I D.?sOOvilzBGko2hFpRYibzzzOpep-HVFgmGek_hoLsSJzJMwdpHBMyTequxCFp?Y9170HUG
1-0-0 5-11-4
1 o 5-114 i
1.5x4 II
6 5
2x4 =
1.5x4 II 1.5x4 II
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-114 oc
purlins, except end verticals.
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 guide.
REACTIONS. (lb/size)
5 = 17/5-11-4 (min. 0-1-8)
2 = 198/5-11-4 (min. 0-1-8)
6 = 308/5-11-4 (min. 0-1-8)
Max Horz
2 = 116(LC 8)
Max Uplift
5 = 11(LC 8)
2 = 95(LC 8)
6 = 128(LC 12)
Max Grav
5 = 17(LC 1)
2 = 198(LC 1)
6 = 308(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-250/397
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; 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
3) Gable requires continuous bottom chord bearing.
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 11 lb uplift at
joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
YYq nn.n.,. .K.01 llli'OFIIOjISjY[Ir)iFllllllR14lW1(Aflil((IjiCYf{hI1 1(f1 jjDEYlThn I ik4rrstMald"wW,,M¢nld14k..grygdxl.&.11.lw,arlld-3U'llI(N..v ar,:C...W""i"*1 eeryW1.1m.b 16k1.rl1.nN4.biMdkrill l.. I., kw IgrnOe-Irytd•Eq llk lid rq rA anon wnllel-ib nor
I ^dn"Amltrm h.1Iabl hi.. N6. 0oY, 1. 0.M1 eluL•N w.b ^^
I1•I Yk.!Mbadp Nell YedllmtlgCNwbli =(
h4
ll l,hkignvejnf, Yl f, ..r10 (n(j10f1 T. TOffIbD 111, P. E. 4 b 1 7 (•'•I01v...O.IW N A.IIL Q. Q(r'L bIN FNl.l flddlM IY gplriNblO1r s16tl.uNbllnl .tKq IYI IYT,nw.rk.ymumn,i. ,i Y
n wlq M..rud(m. V..tiul....brMrMN.m.rpiYY..N6.{aA0gIw1m 4N.gM.eea(!(i pILyN 6111 r(1(1 ...d^.rNY M.nN .d.. (M111.4..bl.:NflflHr M^d'.Lm1.tyM,Ln1dL}Iq.M rLm ll Neden,.w. = 80083
NI^.n.kM h.fdggrtl....,hdR.r+hN.i Ln.kt}ly....h.9 i. iNII Mu*o,^i ntfimafgn^dnldty r1.q+iW trnnnfL.n.ill1. 4451 St. Lucie Blvd.
6P1ripN b 70I6 A -I Red Inlet Anlool 1, leab llL f.[. Itpmi.ltiro a11Yir denmetl, it ut luo, n pm6lbitel ritknl the wntlee pnoiuiu Ill. A1 i/a1 belles - Wholly 1. bN/ ill, F.I.For Pierce, FL 34946
Job ` Truss Truss Type Qly Ply
A0064403
WRCSUKS MG7 Jack -Closed Girder 1 1
Job Reference (optional)
Run- 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16.51:58 2018 Page 1
ID:1sOQvllzBGko2hFpRYibzzzOpep-IhpCzceMl_wCUcuAYQt991 pGcMjgZCQMUTkShLyiHUF
3-9-14 7 0 0
3-9-14
1.5x4 II
3
ax iu = mu040
3x6 II
muaco 4xb =
MUS26
Plate Offsets(X,Y}=(1:0-2-13,0-1-1]L5:0-4-8,0-1-8]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.04 5-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.08 5-7 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC20171rP12014 Matrix -MP Weight: 38 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-11 oc
pudins, except end verticals.
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 guide.
REACTIONS. (lb/size)
1 = 1757/0-3-8 (min. 0-1-8)
4 = 1392/Mechanical
Max Horz
1 = 138(LC 23)
Max Uplift
1 = 524(LC 8)
4 = 470(LC 8)
Max Grav
1 = 1757(LC 1)
4 = 1392(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2405/698
BOT CHORD
1-8=-739/2220, 5-8=-739/2220,
5-9=-739/2220, 4-9=-739/2220
WEBS
2-4=-2490/829. 2-5=-503/1785
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
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 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-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 524 lb uplift at
joint 1 and 470 lb uplift at joint 4.
6) Use USP MUS26 (With 10d nails into Girder & 10d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 0-10-12 from the left end to 4-10-12 to
connect truss(es) B04 (1 ply 2x4 SP) to front face of
bottom chord.
7) Fill all nail holes where hanger is in contact with
lumber.
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 tncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 1-4=-20
Concentrated Loads (lb)
Vert: 7=-868(F) 8=-867(F) 9=-867(F)
Y.q ree....* ".4. Or'D11671 Itrusf 111n iFunl l[m9(01=11S MCI rtMr, AW3111DW3T M. kt lr.arappr.rrnrres.ee trm Drip b gr.M.les m t. 1"11.11 tdem:srald..a Ohue.nesudr.MpJ..ir W1du.eerrpmr
hlh.WiM1I.MrlllsrlmtCeu.y#enOe.Spoi1(yae.)4s.l.gr9 relrun.mrreiv Fr6sv.i sspnlrty..tln dfmYu}A.r sojrtmr LyfGll.erl:d.,.lelM1l. hhsyresrr.e Y/y r.Cin,r.iW! Anthony T. Tombo ill, D.E. I.v
rl4r hn+hyblF.+tuhuy.vi:q/er0nn,6D..a'rrYkd qMn 94:i dtq...4uere er OLiM O:Mle 4r MNq ub I11J MM1pm+t418rq MI rrAWlmi.diq dr, rY*..b7...I M[Yt Wlr ra ny.vikjd =80083 n Mlq
As,pud(w.m i0.nsn.r.4rtA.rYKmrel pdrhn Ytsly(npn.f/.il0,rral.({ISQ NL+SH I. ill.l il(I uid...Hh pnd p 4r IM1I Mar,4urrnAA;e.dlaraYimr Aur., iinr hup lr[.m.ILmtr..ke.e,am 4451 St. Lucie Blvd. ree.nr
Ml.rll..(..Egel.r.+.ro hAptrtsMhd iYLmWsq lSamngler WryAs,pn..Lndnn.tS.rndwMlYr l7 uphDtd er.uns M.el.lRl For; pierce, FL 34946 uppilki02016A-1low
Laub-kllu7l.leeb111,F1 tepuAmiudibis luoeut,isu)brm,6po6ikild.nb.llie aiiimFemissi.ehem AdtutIms's-Aotboryllocbo111,1.E.
Job Truss Truss Type Qty Ply
WRCSUK5 VM3 Valley 1 1
A0664404
Job Reference (optional)
nu„ o. ,cv s IVUv ,c zv I r rnnl: o. 1ZU 5 IVOv I LUl r MI I e K rnoUsines, Inc. r•n Aug 31 1b:51:58 2018 Page 1
ID:?sOQvlIzBGko2hFpRYibzzzOpep-IhpCzceMl_wCUwAYQt991 pLoMg2ZM 1 MUTk5htyiHUF
3-0-0
3-0-0
c nn f+7
2x4 % 1.5x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
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 guide.
REACTIONS. (lb/size)
1 = 84/2-11-6 (min.0-1-8)
3 = 84/2-11-6 (min.0-1-8)
Max Hor7
1 = 43(LC 12)
Max Uplift
1 = 21(LC 12)
3 = 39(LC 12)
Max Grav
1 = 84(LC 1)
3 = 84(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' 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 21 lb uplift at joint
1 and 39 lb uplift at joint 3.
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Iota .,n rb, m I,. w m r im. ,ri r, I rm, hp!„ p,. fn h fr,A r,nt [ r,l n!1 nqu r R+nw r nq nl^ ! r r h r 4 r qrr [m, ow r rr d , 4lnl. h n r ru{ t 1 iq nwar, I'okenln,m, un,m q okV.1 q,ar{rthrp,vpr.rurm rilC 4l4(e9mio NgwmfM. I4 gpxdIISIM Igrtl.Idlrn,MquCq ,mq,,lWrdMelq urlrra rt,I+ilgw Anthony. 80083Torriti1[I, D. E. rWigho.n aoon,ro.,a,wa.M Y n
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ts, Maw h,fedggM q nlghApr, nAN lr hn, kpr f,*w,oUlr WtgOn,re,.imst;,ra [ywrA n lNbq 111g4Y,N mn n„fd.iM I. 4451 5[. Lucie Blvd. Gpy,
ipM01011A1G Ihnlet Actlo yl lonbolll.rl. epNoniudMelor me t,ime) tom,hFoh6htileedwiEenmeope,olissio be. Alioollnl,n Aai6oryl.L MIII,1.1. Fort Pierce,
FL 34946
Job Truss Truss Type Dry Ply
A0064405
WRCSUKS IVM5 Valley
Job Reference (optional)
2x4 ,
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Aug 31 16:51:58 2018 Page 1
ID:7s0OvilzBGko2hFpRYibzzzOpep-IhpCzceMl_wCUcuAYOt991 pGcMndZM1 MUTk5hLyiHUF
5-0-0
1.5%4 II
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 164/4-11-6 (min. 0-1-8)
3 = 164/4-11-6 (min. 0-1-8)
Max Horz
1 = 83(LC 12)
Max Uplift
1 = 41(LC 12)
3 = 75(LC 12)
Max Grav
1 = 164(LC 1)
3 = 164(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl 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 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
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WL..
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I
o.,,,ain AnthonyT.TomboIII,P.E.
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JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI '
r
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TIC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TIC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TIC &
BC (Typ)
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r,dr.,o,rrea,.-f—drra,rr4,""yr,.un10rampA&.y,tonLjow"Nas*. r,Anthony 1. lanbo III, P.E. r,u..ni,n, rn"klH1.ywAid o..n.Mow,.d.p..Muq,dtwwC1ft ;.rutrtrt,m u(I* rinro .t.ar99%lwrw,hn. elk ImLa!"W .goy,.vne.r.cytrran,r,aa aW4141pnrim,a. nw,
tat,.twnor.r.nar neretd;rw>w.r..wfrt.+mn..a.tuy7,a;nwntnrsa,..,e.,.d..r tntab,mny..muarra,etim,m.r.umtra.twmrtm,.mes,r.atu = 80083 n.,we+.d
ti.ltr.,a ••y a._9 y., pmnvd,.1 I,I.a ln7l ren.I .4.he,Mu v.rlint5•e+6r•n/stray ur v+e.,.tnw.a.tRt 4451 St. Lucie Blvd. Fort Pietce, FL
34946 4ppi1W LNIfAllnlirnut•IuWarl,I dalO.l.f. [rytoia0i dGo(w ee,i.attar.apMiiitM.i stdcmm nd,tir+trnAlted6nses•AEdutl,look in, 1.1.
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 349,46
7724109-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1'-3'MAX.
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES B
F_ 24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
V/ (2) - 16d NAILS (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
I I / GABLEABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UKAL
TRUSS
CTI In
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL -
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010 PIGGYBACK TRUSS REFER
TO ACTUAL
TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS
INFORMATION. SPACE PURLINS ACCORDING
TO THE MAXIMUM SPACING ON THE
TOP CHORD OF THE BASE TRUSS SPACING NOT TO
EXCEED 24' O.CJ A PURLIN TD BE LOCATED
AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS
TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -
USE CONNECTION PLATES SPACED 48' O C. PLATES SHALL BE PRESSED
INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH
FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (
1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF
377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM
OF 2 PLATES) ATTACH EACH PURLIN
TO THE TOP CHORD OF THE BASE TRUSS.
PURLINS AND CONNECTION
BY OTHERS) BASE TRUSS REFER
TO ACTUAL
TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS
INFORMATION. r'14130I11Isut uter}
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ddtkiwnMqlywrne:IrkW!Yvnr,vimf!m.Fgww/ edi4ggaYoir:,.,ned.d.toi 4451St.LucieBlvd. Fort Pierce, FL 34si46 toprilLi0MbAISod him-
I 3og1.!ab!r1,
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JU ,Y 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
fie. — , -- or —
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE =3'X0.131'=10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
y•rtmrnrnra!rr...r•bl Uasltmip-ilgiltllu TilviA unrntnnd(ttrtcjtna.:fswa•b. rnh ar,r vr'rr wi rrr we,wtr,4m 6rrlmq!iN; wrr irrRl luYRl1 sfer.rsheV'd nr bhulb—unecw InTlk ..r
durlir.7r rkar,YrndYnTU.wrd/ r,ri:n,Er,rr lSsrrpr,srr,d tgrrwl6r r.duw•i0,grwfw..prr/4lr/r,uwd nrwiq u:prW4rl.mlrr.polc urjr u.0 br.Nrrudr,.e. ilFl Grt.p—nrr Wrtl urte tumtfr Anthony T. Tombo III, P.C.
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t> M.pMlrernr cl rn rdwrr ra dk p1m.swehn am ddly l.gwr.sde) Y..d 'MI)psd.rllm wlsl(1 N.—odh pri pw u m16Nn4inNuNenNMeltlriPtl Drvrrr, Lru kup tgeadlmrWM.r,+hrr 4451 it. Lucie Blvd.
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FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
SECURE
W/(
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
i i r
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = W X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O C. MAXIMUM) AND SECURE PER DETAIL
A'
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10, 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY)
WS3 (1/4' X 3') WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES
INTO EACH BASE TRUSS.
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3494 3a9a6 9/ri;qQ20161dhit
6.uu•1n1ar1.fuablE,1.l, teed.nindllnfmneq.isoyl.m,ispr5dirrloth,nrke.rrmnEn.is+wah.eAlloci Gnus•Irtkoey(.IuArIn. t.L
JULY 17, 2017
1 1 xV%.7`7LLLi V PILILL 1 %7L I 1JL 1 /-%I
HIGH WIND VELOCITY)
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
ATTA(
WIND DESIGN PER ASCE 7-98. ASCE 7-
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24' O.C. (BASE AND V!
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY I KUJSES MUS I Ut
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
oYo
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FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 ul
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6' O.C.
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B
v
24' MAX. —
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF IOd NAILS SPACED 6' O.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) lOd NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A W/(4) - IOd NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - IOd NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - IOd NAILS
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0.131'X3.U' AND 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31STUD 12' O.C. 3-8-10 5-6-11 6-6-11 11.1-13
2X4 SP #31 STUD 16' O.C. 3.3-10 4-9-12 6-&l l 9-10-15
2X4SP#31STUD 24'0.C. 2-8-6 3.11-3 54.12 8-1-2
2X4 SP #2 12' O.C. 3.10-15 5-6-11 6.6-11 11-8-14
2X4 SP #2 16' O.C. 3-6-11 4-9-12 6.6-11 10.8-0
2X4 SP #2 24' O.C. 3-1-4 3.11-3 1 6.2-9 1 9-3.13
Ik- DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
ROOF
SHEATHING
TRUSSES B 24' D.C.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09
VOTES:
F-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
FHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TI
ONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 ' 4
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
WEB WITH (3) - IOd SCAB WITH (3) - IOd
r
NAILS (0.131' X 3') NAILS (0131' X 3').
I NATTACH
TO
AILSWITH 3 X-
IDd
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) M12 X 3'
WOOD SCREWS
0.216' OIA.)
USE METAL FRAMING ATTACH TO VERTICAL L ATTACH TO VERTICAL L INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - IOd OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS
f
2X6 4' -
STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
z 135 93.5 85.6 74.2 72.6 63.4
0J
n 162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
c
131 75.9 69.5 60.3 59.0 51.1Z0J
in 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30• TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW
VIEVS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
00.
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L'7
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
U7
162 72 58 39 37 25
J
H O 128 54 42 28 27 19
O
Z
Z
131 55 43 29 28 19
W
148 62 48 34 31 21i
Lo
J_ N
Q M
Z
120 51 39 27 26 17
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
148 57 44 31 28 20
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR Sl
I*
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.0xZ+
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL 14
4.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
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klN rrwdr,Y„MYnrlrrlNrr,r 1,.Lw,Yv lT"br,{r:1T'IA.,rr.r lDlrgnrirrc./rr/r A"r"7nyroir,rr Yy M rT hw, y..fv•r(Y rd,rn Al A
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7 Mu an'I••,.Irrri,r.wr.,rMM
r laMy p,*n rcr....,uw,mr•.r wrr .anr wi., {
rr„r rml h rrr.+r 17/r., wMwrA4lnn. w.y YMr, rryr Mrr•rYq,Nrrrry..eYr Anthony T.a l III, D.E.
rar•hriYWYr(wrp r
M 1''frrwi+3.n114.wrllSll.Y,+MnInr4111rr,rrrw•,nn/.rn,mlW,rnyr,Yr,rYM,/rr lnnG,Nn,im, h,p l.r.rwim,rlr.rr w,.irn 4451 St. Lude Blvd. T T'wAnnr'S„fir' Ir nw, k.le=rn n.lireab, Ir, riiw,hpa lyrn rl.r {`W7 11 n.rlrr Y,n..nllM.fnl
FOR Pierce, FL 34946W1611,10"11 A 11WIn..... LLeM lll.l,f. 4pM niuddi,Innrel.in.}Iw..npai:rlel.i:4n Ae mm prrn+r.hoAIIrl4nw, •AahulLLaM 1161.1.
FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND IDAMAGEDORMISSINGCHORDSPLICEPLATES STDTL15
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
IOd NAILS NEAR SIDE
10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
w",
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
SEE SKETCH ABOVE).
FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 Aw
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SCAB
L) (2.0 x L)
24"MAX 24" MIN
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
i
9
la a
I
iRWA0LWd`:D2.?4s0'4A;MMM40,,;0: NNW W0dl J`Z1';NZ.,,: OEM" w ar c7weg MWM"1
9 i
Q Q
a
P•y
i
i4
NA
Q
y
Q
imar••serro-.rner.•.sm-•n-.w mr rs-.-a•.w
a'A
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y
6
SS r
1•
SS—
n,.,.,~tom -
q
i iJ:il s N I
M
1
2
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d
0 1.11 11 1\V0\_I.1 l]`Q 1.1~.171
I
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1
N
HATCH LEGEND
8'-0"A.F.F. 5f
8' - 8" A.F.F. -
18' -1 7/8" A.F.F.
11011
Truss I D.
VALLEY UNE 17 .
Gravity (> 5,0000) / Uplift (> - 1,000411)
Horizontal (> 350N1 .......,o,•s.
NUIL: ALL IHUbS IU WALL ANU/UH IKUbS It) -
LEDGER CONNECTIONS BY BUILDER
UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE ' t ` r % _-
a-.
BY BUILDER (UNLESS NOTED OTHERWISE) 11 - -1 _ =
NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW ii o a
TRUSS I.D. AND TRUSS LOCATION OWN.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING d ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD - _ '•' = s
L i
a REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
NOTE REFER TO USP CONNECTOR CATALOGFORINSTALLATIONDETAILS)
OA 1U524 ( I THD46- e'SOB1U526lOIMSH122
G TH026 I OK IMUS26 OS I•-- s
c + i
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E THD262 (rM, ..-
D THD28-2 IJI--- I C'I----e=Ce=i 7
H8 HANGER BY BUILDER B BEAM BY BUILDER
NOTE UPLIFT CONNECTIONS FOR ALL COMMON
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA32
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
EXCLUDES VALLEY AND PIGGYBACK TRUSSES) i s
LOADING ROOF FLOOR I WIND LOAD
o
G : V t = I
LIVE LOAD 20 40 ASCE 7-10
00
5 DEAD LOAD 10 10 ISO MPH EXP C
c =
i?ie e
F
LIVE LOAD 10• 0 CATEGORY 11
c> DEAD LOAD 10 5 ENCLOSED
TOTAL LOAD 40 55 FOC-2017
DURATION FACTOR 1.25 1.00 TPI - 2014 z F ' g ' 2-
LEV DATE BY REMARKS
e
It is understood that above =
a + ' = _
Conditions have been revurwed 0 APPROVED
d are acceptable for the
APPROVED AS NOTED = ilabnptxlnattrusses. a =
elevationa,pdches, overhangs, REVISE AND RESUBMIT
lascias,cedIng - _
elevationclpitches, bearing
ddions 6 all detail pertaining
REJECTED _ _ = _ _ =3
o this buss placement plan. No
back charges Will be accepted
without previous vm:ten
DATE
approval from an A-1 Roof - e 4 S
Trusses representative. REVIEWED BY a Sr = S i _ 2
PUN DATE ARCH: -!-/— STRUCT:
CUSTOMER RYAN HOMES 2 P 5 O
raeab.
JOB NAME SUMMERLAND •N' GARAGE RIGHT
OPTION(S) BR5 - BATH 2 = _
COMMNTY
LOT KENSINGTON RESERVE / LOT I11N a -• _
Cm sad_
COUNTY vaRJJs e
B i BLDG
JOB N I 73434 MASTER WRCSUKS
DRAWN SCALE
DATE 04/1L2018 - +' _
JT N.TS.
sat -
A-1ROOF
99AM TRU55E5
A FLORIDA CORPORA110N
Ph 772-409-1010 1 Fax 772409-1015
e :
AttplAvww e7huss.Com a" z
COUNTY OF SEMINOLE j _
IIMPACTFEESTATEMENTI
STATEMENT NUMBER: DATE: October 17, 2018_
O IBUILDINGAPPLICATIONON #: 1818-10000848
BUILDING PERMIT NUMBER: 18-10000848
UNIT ADDRESS: HANWORTH LOOP 3772 17-20-31-5VC-0000-0070 330, q19
TRAFFIC ZONE:022 JURISDICTION:
1
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3772 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS-COLLECTOYS N/A
Sin9ESCUE ily Mousing 00 1.000 dwl unit 00
FIRE R
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHOOLS CO-WgDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PA
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
Grant Malo , Clerk Of The Circuit Court 8 Comptroller Seminole County, FL
Inst #20181y30525 Book:9250 Page:762; (1 PAGES) RCD: 11/16/2018 10:44:49 AM
REC FEE $10.00
CERTIFIED COPY GRAIUTIIIALOY
CLERK OF THE CIRCUIT COURT
AND COiJPT110Lr_%R 7THISINSTRUMENT
d
PREPARED BY:
SEMIIJCL OUfvIY, FLORIDAName: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811 BY TY CLERK
Date
NOTICE OF COMMENCEMENT
Permit Number. 18-3972
Parcel ID Number: 17-20-31-5VC-0000-0070
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the
following Information Is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Lot # 7 of Kensington Reserve 3772 Hanworth Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder Of other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
8. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom noUce or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the IJences Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Sigriffre of Owner or Lessee, or Ownefs or Lessee's (Print Name and Pro -Ada Sigmtorys TMlrOffita)
AdMorized 0(ficer0rector/Penw/Manager)
State of Florida County of Orange ,
I
The foregoing Instrument was acknowledged before me this (4 day of 4z)y 0218
by Dayna Mitchell Who Is personally known to me Q(OR
Name of person nuldng statement
who has produced IdenUflcatlon type of Identification produced:
As
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve Project Address:?::,,')-1Z
Building Permit #: l ! Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print Name of w nant
Signature f renant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber -
Print Name of G .
Signature
CGC15171
n Homes
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
El. Contractor License #
CALLED INTO: Progress Energy Florida Power and Light on /
Rev. 02/10/15)
UESProjU1VERorkordereNo: 9420232 3732.0000
ENGINEERING SCIENCES Report Date: 11/26/2018
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 Jg ,
In -Place Densi Test ReportReport 3 n
Client: Ryan Homes
4307 Vineland Road Suite H-16
UES Technician: Jorge L2 Rodriguez
Orlando, FL 32811 Date Tested: 11/26/2018
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Lot 7 ( 3772 Hanworth Loop) Type of Test: Test:
Material: Native Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
Maximum
Density
pcf)
ptimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
col
Soil
Compaction
del
Native
Depth
inch)
Pass
or Fail
10 North Footing 0-1 ft 105.4 12.2 102.4 9.0 97 N/A Pas:
11 East Footing 1-2 ft 105.4 12.2 108.4 9.8 103 N/A Pas:
12 South Footing 1-2 ft 105.4 12.2 106.1 9.4 101 N/A Pas:
13 Northwest Corner of Pad ( TOF ) 1-2 ft 105.4 12.2 104.9 10.0 100 N/A Pas:
14 Southeast Comer of Pad ( TOF ) 2-3 ft 105.4 12.2 103.6 9.2 98 N/A Pas:
Remarks: TOF = Top of Fill
T- nnlnhllnh n ...../..nl nm/..r/i..n #— I /hn D..hl:n n 4 n..mnh.nn nll --'4n nm ....h.r.iHn'/ ne........—+., -f n,,, _ :nn/n nnrl
6-sc_a
DESCRIPTION AS FURNISHED: Lot 7, KENSINGTON RESERVE, as recorded in Plat Book 8.1, Pages 86
thro jgh' 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 6
6.4' OFF
P.C.O. _ L _98' _
BRISSON AVENUE (R/W VARIES)
MR) S 00019'09 " E
75. 00'
1, NON VEHICULAR £SMT. 6.5' OFF
C/B WALL 1.7x 1.7' COLUMNS
15' WALL &-TANDSGIPE ESMT.' I —
27.68' — \ — — — — — — — — — 27.80— —
LOT 7
12.50'
18.3' 16.0'
12.50'
15.7
A) FORMBOARD FOUNDATION o
HD TOP OF FORMS - 29.40' to
N n
12.50'
15.7' Wi 10_7S — 18_7' — 12.
50' FORM
NO FORM ENDS
FORMS ENDS 26.
66' 25.94' 25.20' 10'
UTIL.ES- — — — — — — — — S
00019'09" E 75.
00' HANWORTH
LOOP o 50'
PRIVATE R/W) `11GEL w
LOT
8 PROPOSED -
FINSHED SPOT GRADE ELEVATIONS FRONT - --25 '-....-' "- .-."-....-- PER
DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' fir=
PROPOSED DRAINAGE FLOW '0 IMPERVIOUS COVERAGE = 3,9861 SQUARE FEET OR 44.3R SIDE 5' FOR 40' LOTS LOT
GRADING TYPE A 5Q05 LOT CONTAINS 9,0001 SQUARE FEET SIDE = 7.5' FOR 60' LOTS FOR
75' PROPOSEDFINISHFLOORPERPLANS = 29.4' QQLO LIVING AREA CONTAINS 2,539t SQUARE FEET SIDE 10' LOTS CONC/
LANAI/PORCH CONTAINS 8501 SQUARE FEET SIDE STREET - 25' CRUSENHETYER—,
S'COTT do ASSOC., INC. — LAND SURVEYORS LEGEND -
LEGEND - 5400
E. COLONML DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P •
PLAT DELL • POINT ON LINE NOTES
rFIELDamTYP. TYPICAL IP. .
aPIPE RC • POINT OF REVERSE CURVATURE IR IRUH
ROD P.C.C.POINT OF C044MD CURVATURE 1. THE
UNDERSIGNED DOES HEREBY COMFY THAT INS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD Or Cx CONCRETE
IORlMCNT RAIL RADIAL p y. SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADAINISIR1TNE CODE PURSUANT It) SECTION 472.027. FLORIDA STATUES SET LR.
ICE• lit •/OLD 4776 HitNON-RADIAL 2. UNLESS EUSOSSED WITH SURVEYORS SNCNAIURE AND ORIGINAL RAISED SFAL INKS SURVEY MAP OR COPIES ARE NOT VAUO. REC. .. RECOVERED
VA • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE WFORWTION FURNISHED TO THE SURVET'OR. THERE MAY BE OTHER RESnWWNS PAN.• POINT
Or RCGDHING CALL • CALCULATED OR rASEMOVI5 THAT AFFECT THIS PROPERTY. Par' POINT
OF COMMENCEMENT Rx PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND OIPROVEYENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N% NAILCENTERLENES
ILS . BUILDING SETBA K LINE ELEVATION I8DNAILLDISHTESL. • BUILDING SETBACK LILAC S. INS SURVEY IS PREPARED FOR THE SOLE BENEFIT Or THOSE CERTIFIED TO AND SHOULD NOT BE REM UPON BY ANY OTHER ENTHY. RiV RIGHT-
Q-VAY Rx RCNCIDNRK 0. OWLNSIOMA SHOWNFOR THE LOCATION OF OIPROVCAIIENiS HEREON SHOULD NOT BE USED ToRECONSTRUCT EOU/DARY LINES ESMT. • EASEMENT
RJI. . RASE REARING 7. BEARWCS, ARE BUSED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (&&) RUIN. DRAINAGE
ELEVATIONS. IF SHOWN, ARE BUSED ON NATIONAL GEODETIC VERTICAL DATUM OF It". UNLESS OTHERWISE NOTED. UTIL. UTILITY
CLFC. • CHAIN
LINK FENCE R. CERTIFICATE OF AUTHORIZATION No. 4596. VDrC WOOD
FENCE C/R
CONCRETE ROCK SCALE I- 1' 20 --i DRAWN LM •4A P.C.
POINT OF CURVATURE P.T. -
POINT Or TANGENCY CERIIFlED BY:
DATE ORDER No. DESC. - DESCRLPnON
R • RADIUS
PLOT PLAN 09-12-2018 5885-18 L • ARC
LENGTH D - DELTA
REVISED PLOT PLAN 10-18-2018 C • CHORD
C.S.-
D REARING NORTH FORMBOARD
FOUNDATION/
ELEVS. 11-27-2018 7909-18 THIS BUILDING/
PROPERTY DOES NOT UE WITHIN OTOAd THE ESTABLISHED100YEARFLOODPLANEASPERFlRMCRUSENER, RS4714 10NE (' MAP / 12117000POP (
09-28-07)W. SCOTT, R:
L.S / 4801