3721 Hanworth Lp 18-3532; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100007 DATE: August 28, 2018
BUILDING APPLICATION #: 18-10000748 1 I
BUILDING PERMIT NUMBER: 18-10000748
UNIT ADDRESS: HANWORTH LOOP 3721 17-20-31-5VC-0000-0260
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
TRACT:
BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVRINC. DBA RHOMES ADDRESS:
4307 VINELAND ROAD SUITE H-20 430ROADORLANDO FL 32811 1
LAND
USE: SINGLE FAMILY RESIDENCE TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 3721 HANWORTH LOOP / KENSINGTON RESERVE SFR
FEE
BENEFIT RATE UNIT TYPE
DIST SCHED RATE CALC
UNIT TOTAL UNITS
TYPE DUE
ROADS -
ARTERIALS CO -WIDE ORD Single
Family Housing ROADS -
COLLECTORS 705.
00 1.000 dwl unit N/
A Single
Family Housing 00 1.000 dwl unit FIRE
RESCUE N/A LIBRARY
CO -WIDE ORD Single
Family Housing SCHOOLS
54.
00 1.000 dwl unit CO -
WIDE ORD Single
Family Housing 91000.00 1.000 dwl unit PARKS
N/A LAW
ENFORCE N/A DRAINAGE
N/A AMOUNT
DUE 705.
00 00
00
54.
00 9,
000.00 00
00
00
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STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED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 Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL
Inst #2018123484 Book:9239 Page:1391; (1 PAGES) RCD: 10/26/2018 11:34:40 AM
REC FEE $10.00
D5
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Sufte H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number. 18-3532
Parcel ID Number. 17-20-31-5VC-0000-0260
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 # 0026 of Kensington Reserve 3721 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 (f other than owner listed above)
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
6. LENDER:
Address:
Phone Number.
Amount of Bond:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Nick Gargasz Phone Number. 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition. Owner designates
to receive a copy of the Uenor's 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 dale 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.
9t24L'-1
SIQnaUe d Owner or Lea Owner or L 'a
whatzed Osten rPa r pen
Nick Gargasz Division Manager
PArd Name and Prov(do SIgnatory+TlddM ee)
state of Florida County of Orange
IL_.
The foregoing Instrument was acknowledged before me this or- day of 210
aa
by Nick Gargasz Name
d person making atatemem who
has produced Identification O type of Identification produced: TRACY
LEIGH MCDONALDMY COi(MISSION It FF925012 Aa*aI.rEXPIRES
October Of. 2019 td07)
5930,53 FlorfaallotvVSrm•,cecom
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: 3 -1 Z „y p 9 f
Building Permit #: l 1 — Z 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 r enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber - Ryan Homes
Print Name of n for
Signature f e ontractor
CGC151715
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)
AUG 1 S 2_13
b
Documented Construction Value: $ W/92/9. "0
p1
r
CITY OF SANFORDCIU,ILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I 3 S
Job Address: 3721 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0260 Residential X Commercial
Type of Work: NewEA 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.: CBC1257565 Architect/
Engineer Information Name:
AB Design Street:
1441 N Ronald Reagan Blvd City,
St, Zip: Longwood FL Bonding
Company: Address:
N/
A Phone:
407-774-6078 Fax:
E-
mail: brian@abdesigngroup.com Mortgage
Lender: Address:
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. 1 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: 511 Edition (2014) Florida Building Code Revised:
June 30, 2015 0. -
7 / _ Permit Application t-!
i l0 1
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.
4ic 41 8/15/2018 8/15/2018
Signature o er gent Date Signatur Cont ctor/Age Date
Tracy McDonald
Print Owne Agent's Name
1 1 /,-,, , //-,/ 8/15/2018
t at re of N State of Florida Date
j
rar r et KRISTIN R FERRILL
Commission # GG 233069
Expires July 11, 2021N7fF0 • Bnnded Thru Budget Notary Servka
Owner/Agent is x Personally Known to Me or
Produced ID Type of ID
Tracy McDonald
Print actor/Agent's Name
8/15/2018
Signature of ry-State of Florida Date
2o"'
nv r0e
c
KRISTIN R FERRILL
Commission # GG 233069AW* Expires July 11, 2021OF3, 10BnndW hN Bu NateContractor/Agent Is F Mftally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Y MechanicalfRr Plumbing[]r Gas[] Roof
Construction Type: VP> Occupancy Use: (Z3 Flood Zone: X-SEC
AT'7AC.Ir{£D
Total Sq Ft of Bldg: 3q 1 3 Min. Occupancy Load:
New Construction: Electric - # of Amps m
Fire Sprinkler Permit: Yes No of Heads
APPROVALS: ZONING: 10 UTILITIES:
COMMENTS:
ENGINEERING: 0--C G -'-*t-S 4 FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 3q. `f "/o ,'r.V.
Est,elrb Baq- M , CTL
Zd # of Stories: ?—
Plumbing - # of Fixtures Z
Fire Alarm Permit: Yes Noo
WASTE WATER:
BUILDING:54=- to- IC- tq
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D AUG
PERMIT APPLICATION
Application No: I S
Documented Construction Value: $ 109.774
Job Address: 3721 Hanworth Loop Historic District: Yes No 0
Parcel ID: 17-20-31-5VC-0000-0260 Residential X Commercial
Type of Work: New 0 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:
Name NVR INC. dba Ryan Homes
Street: 4307 Vineland Rd #H20
City, State Zip: Orlando FL 32811
Email: trmcdona@nvrinc.com
Property Owner Information
Phone: 407-692-9831
Resident of property? :
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.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
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 application and the code in effect as of that date: 5`h 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-<
7
8/15/2018 11 8/15/2018
Signature oF6,tjgent Date Signatur Cont ctor/Age t Date
Tracy McDonald Tracy McDonald
Print Owne Agent's Name Print Con mctor/Agent's Nae
I , L-4—.11118/15/2018 8/15/2018
1 a re of N -State of Florida Date Signature of -State of Florida Date
1rnY^4e KRISTIN R FERRILL ,
v
Commission # GG 233069
o rnv rue KRISTIN R FERRILLa '"'
Expires July 11, 2021
Commission # GG 233069
N
P
OF Mr, ended Ttw 8*81 Nolary SWANS
Owner/Agent is x Personally Known to Me or
Expires y 11, I>, flOOe Bnnd dp gvd Nou2021Contractor/Agen is PMally 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:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
Iq WASTEWATER:
BUILDING:
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
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:
IECTR C r E . P
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
f.. t w:..
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
p..._-.L;AiWY t•'.inL'`4}:S:Y=....•el•llD;YftV:iY l7,'t y1VIECHAN_I_C_AL*,'PxERM'ZT'•Y:•'
1
i'.:1: a1`YY•:)_/N'(:ajrif %7'J L:.0 i+.til i+fir': :•.fo-•f:. .•:-'•l s'.1:- n
w;;11• L!t `fY i, •, 'l:{,_:i:ti: yq• 'l:•.ii•:Y/T:+u;:
Min Max Inspection Description
10 Mechanical Rough'
1000 Mechanical Final
REVISED: June 2014
CITY OF
SJ N
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3721 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0260
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
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 4360)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 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
The parcel is not in the: 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 W, the best available information used to
determine the base flood elevation is:
BP# 18-3532
Reviewed by: Michael Cash, CFM Date: August 22, 2018
1 • 1 Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & J J Y
N _1877oq Landscaping in Right -of -Way
www.sanfordfl.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 l„o..n,+tibelow
size and location of the existing right—of-way and use shall be provided or application could be delayed. od1%
1. Project Location/Address: 3721 Hanworth Loop, Sanford, FL 32773
2. Proposed Activity: X Driveway Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is sub itt y.
Properly Owrlar.
Signature:
Address: 4307 i ela d -20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Other:
Print Name: Tracy McDonald
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 08/15/2018
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 and 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, stornwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee 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 Requestoes 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 right-of-way.
I have
Signature:
Pre -pour Inspection by:
Application No: _
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application I agree to its terms.
Date: 08/15/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
Date:
Official Use Only
Fee: Date:
Date:
Date:
Date: q - S ` 115
Date:
November 2015 ROW Use Ddveway.pdf
8/15/2018 SCPA Parcel View: 17-20-31-5VC-0000-0260
RR
bPPAnso. cFayyPAPPRAISER
sw+oce oouv*r.
Parcel Information
Property Record Card
Parcel: 17-20-31-5VC-0000-0260
Property Address: 3721 HANWORTH LOOP SANFORD, FL 32773
Parcel 17-20-31-5VC-0000-0260
Owner(s) BRISSON WEST PROJECT I LLC
Property Address 3721 HANWORTH LOOP SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
0
CD 26 0
115
Legal Description
LOT 26
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Value Summary
2018 Working 2017 Cert
Values
ified
Values
Valuation Method Cost/Market Cost/Market
of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value " 67,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 67,000 14,000
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67,000 0 67,000
67,000CountyBonds67,000 0
Sales '
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.00 1 0.00 I 1 67,000.00 67,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http-//parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000260 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: s 1 q
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 permi and application for]work located at:
L-'0'
Street Address)
Expiration Date for This Limited Power of Attorney
License Holder Name: Robert Lattanzi
State License Number: CBC1257
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me this day of ,
200-18, by Robert Lattanzi who is ®persona T known
to me or who has produced as
identification and who did (did not) tak an oath.
Signature (
Notary Seal) 4f -s h 11 Ferri I
Print or type name
o rrY KRISTIN R FERRILL Notary Public - State of e(
Commission a GG 233069 Commission No. G 0(o 9
w Expires July 11, 2021
Bmdod Pru 84st NoUry Sor*" My Commission Expires: 1
orr
Rev. 08.12)
SQ.FT. CALC.'S
1ST. FLR LIVING 1340 SQ FT.
2ND. FLR. LIVNG 1-126 SQ FT.
TOTAL LIVING 3066 SQ FT.
1-GAR 425 Sa FT.
ENTRT 116 5a FT.
EXTEMED LANAI 310 SO. FT.
TOTAL 3911 SQ FT.
EXTERIOR MASONRY NOTE. PRIOR TO DRYWALL
WALL BRG. HEIGMS INSTALLATION ALL FRAMING
MEMBERS 2'-m' FROM THE FINISH
FLOOR WILL BE SPRAYED AND
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6 34 2) 25-514 5 213/ -352
1 45 6~ Ste- 5 26.4/ -333
B 34 2)25-544 5 213/-352
9 34
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WIND DESIGN CRITERIA
A BANC UUND SPEED MPN (3 6ECGNm GUST)
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PAGE: SECOND FLOOR PLAN
DATE:
8/
3/18
SCALE: 1/4"=V-
0" SHEET 4 08 8
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot26KensingtonReserve EsteroBayMGRE Builder Name: RYAN HOMES LDIN0 Street:
3721 HANWORTH LOOP Permit Office: SNFQR8 _ 3 5 rQ3 2 SA
City, State, Zip: SANFORD , FL, 32773 Permit Number: F01RnOwner:
Jurisdiction: 691500`Design
Location: FL,Odando County:: Seminole (Florida Climate Zone 2gR;`,` 1.
New construction or existing New (From Plans) 9. Wall Types (2908.6 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=11.0 1360.00 ft' b.
Concrete Block - Inl Insul, Exterior R=4.1 1232.00 ft' 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 31656 ft' 4.
Number of Bedrooms 5 d. N/A R= ft' 10.
Ceiling Types (1785.0 sqft.) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=30.0 1759.00 ft' 6.
Conditioned floor area above grade (ft') 3066 b. Knee Wall (Vented) R=19.0 26.00 ft' Conditioned
floor area below grade (ft') 0 c.
N/A R= ft' 11.
Ducts R ft' 7.
VYndows(419.1 sqft.) Description Area a. Sup: Attic, Ret: 1st Floor, AH: 2nd Floor 6 335.25 a.
U-Factor: Dbl, U=0.35 364.96 ft' b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 418 SHGC.
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 28.4 SEER:15.00 b.
Central Unit 28.4 SEER:15.00 c.
U-Factor: Dbl, U=0.32 611 ft' SHGC:
SHGC=0.25 13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft' a. Electric Heat Pump 28.0 HSPF:8.50 SHGC
b. Electric Heat Pump 28.0 HSPF:8.50 Area
Weighted Average Overhang Depth: 5.102 ft Area
Weighted Average SHGC: 0.289 14. Hot water systems a.
Electric Cap: 50 gallons 8.
Floor Types (3066.0 sqft.) Insulation Area EF:
0.950 a.
Slab -On -Grade Edge Insulation R=0.0 1340.00 ft' b. Conservation features b.
Floor Over Other Space R=0.0 1314.00 ft' None c.
other (see details) R= 412.00 ft' 15. Credits Pstat Glass/
Floor Area: 0.137 Total
Proposed Modified Loads: 82.25 PASS TotalBaselineLoads: 84.50 I
hereby certify that the plans and specifications covered by Review of the plans and Srq this
calculation are in compliance ith the Florida Energy specifications covered by this Q,
tT1HEp
Code.
calculation indicates compliance n O
withtheFloridaEnergyCode. n,,, . .:::;.:•. PREPARED
BY: ~L/ ""' Before construction is completed 41 DATE:
8-8-18 Srntt Pratt this building will be inspected for compliance
with Section 553.908 a
I
hereby certify that this building, avAsigned, is in compliance Florida Statutes. with
the Florida Energy Code. COp WIE 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 0.060 Qn for whole house. 8/
8/2018 9:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot26KensingtonReserveEste Bedrooms: 5 Address Type: Street Address
Building Type: User Conditioned Area: 3066 Lot # 26
Owner Name: Total Stories: 2 Block/Subdivision: KENSINTON
of Units: 1 Worst Case: No PlalBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3721 HANWORTH LO
Permit Office. SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD ,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % 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 1340 12462
2 Block2 1726 13808
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1340 12462 Yes 4 1 1 Yes Yes Yes
2 2nd Floor 1726 13808 No 2 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ___ --_- 100 ft= 13 0 0 1
2 Floor over Garage 2nd Floor ___ ____ 312 ft2 13 0 0 1
3Slab-On-Grade Edge Insulatio 1st Floor 133.5 It 1340 ft2 0.3 0 0.7
4 Floor Over Other Space 2nd Floor ___ __ 1314 ft2 0.3 0 0.7
ROOF
V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1854 ft2 292 ft2 Medium 0.85 No 0.85 No 0 18.4
ATTIC
V Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1759 ft2 N N
8/8/2018 9:58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) 2nd Floor 19 Blown 26 ft' 0.11 Wood
2 Under Attic (Vented) 2nd Floor 30 Blown 1759 ft' 0.11 Wood
WALLS
It Ornt
Adjacent
Tn WAII Type Space Cavity Width Height Sheathing Framing Solar Below
1 E Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0
3 S Exterior Frame - Wood 2nd Floor 11 45 6 8 0 364.0 ft' 0 0.23 0.6 0
4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 43 6 9 4 406.0 ft' 0 0 0.6 0
5 W Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0.23 0.6 0
6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 29 6 9 4 275.3 ft' 0 0 0.6 0
7 N Exterior Frame - Wood 2nd Floor 11 45 6 8 0 364.0 ft' 0 0.23 0.6 0
8 N Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0
9 - Garage Frame - Wood 1st Floor 11 33 11 9 4 316.6 ft' 0 0.23 0.3 0
10 W Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor None 25 3 6 8 20 ft'
2 Wood 1st Floor None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 6.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
2 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 3 ft 11 in Drapes/blinds Exterior 5
3 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
4 E 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 7 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5
5 E 2 Vinyl Low-E Double Yes 0.32 0.25 N 6.1 ft' 7 ft 0 in 0 ft 4 in Drapes/blinds None
6 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
7 S 4 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5
8 W 5 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
9 W 5 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
10 W 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5
11 W 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5
12 N 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
13 N 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 11 ft 0 in 0 ft 2 in None Exterior 5
14 S 4 Vinyl Low-E Double Yes 0.35 0.29 N 22.8 ft' 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5
15 W 10 Vinyl Low-E Double Yes 0.35 0.29 N 324 ft' 21 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5
8/8/2018 9:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 425 ftz 425 ft' 50.5 ft 8.7 ft 3
INFILTRATION
Scope Method SlA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000354 2845.9 156.24 293.83 .318 6.5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1
2
Electric Heat Pump/
Electric Heat Pump/
None
None
HSPF:8.5 28 kBlu/hr 1
HSPF:8.5 28 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
Split
Split
SEER: 15 28.4 kBtu/hr 0 cfm 0.75 1
SEER: 15 28.4 kBtu/hr 0 cfm 0.75 2
sys#1
sys#2
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
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
V # Supply --
Location R-Value Area
Return -- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1
2
Attic 6 335.25
Attic 6 418 ft'
1st Floor
Attic
67.05 ft Proposed On 2nd Floor -- cfm 80.4 cfm 0.06 0.60
83.6 ft' Proposed On 2nd Floor --- cfm 103.6 cfm 0.06 0.60
1 1
2 2
8/8/2018 9:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
HeatinHJan Feb
Feb
Mar
Mar
A
r Apr
Ma
MayX Jun Jun
X
Jul Jul
X
Au AugX Se SepOct Oct
j
Nov Nov
Dec
Dec
HVentingJanFebXMarAprMayJunJulAugSepOctXNovDecThermostat
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 8/
8/2018 9.58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
3721 HANWORTH 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 1360.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1232.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 316.56 ft'
4. Number of Bedrooms 5 d. N/A R= ft'
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1759.00 ft'
6. Conditioned floor area (ft') 3066 b. Knee Wall (Vented) R=19.0 26.00 ft'
7. Windows** Description
c. N/A R=
Area
ft'
11. Ducts R ft =
a. U-Factor: Dbl, U=0.35 364.96 ft' a. Sup: Attic, Ret: 1st Floor, AH: 2nd Floor 6 33525
SHGC: SHGC=0.29 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 418
b. U-Factor: Dbl, U=0.62 48.00 ft'
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: Dbl, U=0.32 6.11 ft' a. Central Unit 28.4 SEER:15.00
SHGC: SHGC=0.25 b. Central Unit 28.4 SEER:15.00
d. U-Factor: N/A ft'
13. Heating systems kBtu/hr Efficiency
SHGC:
a. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average Overhang Depth: 5.102 ft. b. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average SHGC: 0.289
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1340.00 ft a. Electric
EF: 0.95
b. Floor Over Other Space R=0.0 1314.00 ft'
c. other (see details) R= 412.00 ft'
b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Ot erwise, a new EPL Display Card will be completed
based on installed Code comp is fe ures.
Builder Signature: Date: 8/8/2018
Address of New Home: n1 nwnrth I nnn City/FL Zip: 32773
O g1iE ST4T
a
OD WEWE
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.
8/8/2018 9:59 AM 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
F7777 3721 HANWORTH 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)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heal 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 tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdVindows, 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.
8/8/2018 9.59 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
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:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
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.
8/8/2018 9:59 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
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 a tilt 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.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved healing 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 B
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
8/8/2018 9:59 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
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 limes 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:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing 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:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. 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 heal 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.
8/8/2018 9:59 AM 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 (MandatoryNe 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.
8/8/2018 9:59 AM 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
8/8/2018 9:57:05 AM Page 1 of 1
wrightsofte
Manual S Compliance Report
ZONE 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web- WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Design Conditions
Job: LoMKensingtonReserv...
Date: 8-30-11
By: EJH
Outdoor design DB: 92.5°F Sensible gain: 20650 Btuh Entering coil DB: 78.2°F
Outdoor design WB: 76.2°F Latent gain: 4710 Btuh Entering coil WB: 64.3°F
Indoor design DB: 75.0°F Total gain: 25360 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Sensible capacity: 21918 Btuh 106% of load
Latent capacity: 5524 Btuh 117% of load
Total capacity: 27442 Btuh 108% of load SHR: 80%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 19475 Btuh Entering coil DB: 68.3°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 27324 Btuh 140% of load Capacity balance: 34 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 5.4 kW 94% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
wrightsoft• 2018-Aug-08 10:39 49
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wrightsoft• Manual S Compliance Report
ZONE 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Design Conditions
Job: LoMKensingtonReserv...
Date: 8-30-11
By: EJH
Outdoor design DB: 92.5°F Sensible gain: 21236 Btuh Entering coil DB: 78.5°F
Outdoor design WB: 76.2°F Latent gain: 5376 Btuh Entering coil WB: 64.7°F
Indoor design DB: 75.0°F Total gain: 26613 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Sensible capacity: 21831 Btuh 103% of load
Latent capacity: 5815 Btuh 108% of load
Total capacity: 27646 Btuh 104% of load SHR: 79%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 16468 Btuh Entering coil DB: 67.6°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 27385 Btuh 166% of load Capacity balance: 30 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 4.6 kW 96% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
wrightsoft• 2018-Aug-08 10:39:49
ACM' ,,,,,
1 ,,,,,_ Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2
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Component Constructionswrightsoft• Component
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot26KensingtonReserv...
Date: 8-30-11
By: EJH
Project• •
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions
Walls
1213-0sw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int fnsh
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Partitions
1213-0sw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 1.33 It sep.); 6.67 It head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 It overhang (5.25 ft
window ht, 0.17 It sep.); 6.67 It head ht
Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
tP Bwhiltl- •F RI-•FBtuh Btuh/V Btuh BtuhflF Btu
n 334 0.097 11.0 2.69 897 2.76 922
e 235 0.097 11.0 2.69 631 2.76 649
s 349 0.097 11.0 2.69 938 2.76 963
w 274 0.097 11.0 2.69 736 2.76 756
all 1192 0.097 11.0 2.69 3203 2.76 3290
n 4 0.049 19.0 1.36 5 3.64 13
ne 1 0.049 19.0 1.36 2 3.64 5
e 7 0.049 19.0 1.36 9 3.64 24
se 1 0.049 19.0 1.36 2 3.64 5
s 4 0.049 19.0 1.36 5 3.64 13
sw 1 0.049 19.0 1.36 2 3.64 5
w 7 0.049 19.0 1.36 9 3.64 24
nw 1 0.049 19.0 1.36 2 3.64 5
all 26 0.049 19.0 1.36 35 3.64 93
n 248 0.201 4.1 5.57 1379 4.37 1083
e 113 0.201 4.1 5.57 627 4.37 492
s 345 0.201 4.1 5.57 1919 4.37 1507
w 255 0.201 4.1 5.57 1422 4.37 1117
all 960 0.201 4.1 5.57 5348 4.37 4199
300 0.097 11.0 2.69 805 1.75 524
n 30 0.350 0 9.69 291 12.2 366
e 45 0.350 0 9.69 436 34.0 1529
s 15 0.350 0 9.69 145 12.5 187
w 30 0.350 0 9.69 291 34.0 1019
all 120 0.350 0 9.69 1163 25.8 3101
n 32 0.350 0 9.69 314 12.2 395
L * wrighttsoft- 2018-Aug-08 10 39:49
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2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 6 0.350 0 9.69 58 34.0 204
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (3 ft
window ht, 1.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtf no brk frm mat, clr innr, a 30 0.350 0 9.69 291 34.0 1019
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 3.92 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 6 0.320 0 8.86 54 14.3 88
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 7 It overhang (6.7 ft
window ht, 0.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, a 39 0.350 0 9.69 374 14.3 551
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 7 ft overhang (6.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtf no brk frm mat, clr innr, s 23 0.350 0 9.69 221 13.6 309
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.25 ft w 32 0.350 0 9.69 314 34.0 1100
window ht, 11.17 ft sep.); 6.67 ft head ht all 55 0.350 0 9.69 534 25.6 1409
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 39 0.350 0 9.69 374 13.6 523
1/4" gap, 1/8" lhk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtf no brk frm mat, clr innr, w 12 0.350 0 9.69 116 34.0 408
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft
window ht, 1.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 16 0.350 0 9.69 157 12.2 197
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 ft overhang (5.25 ft w 17 0.350 0 9.69 161 12.2 203
window ht, 0.5 ft sep.); 6.67 ft head ht all 33 0.350 0 9.69 318 12.2 400
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type a 20 0.390 0 10.8 216 12.0 241
n 18 0.390 0 10.8 192 12.0 214
all 38 0.390 0 10.8 408 12.0 455
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1759 0.032 30.0 0.89 1559 1.74 3060
gypsum board int fnsh
Floors
20P-13c: Fir Floor, frm Flr, 6" thkns, carpet fir fnsh, r-13 cav ins, amb 100 0.068 13.0 1.88 188 0.98 98
ovr
20P-13c: Fir floor, frm flr, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr 312 0.068 13.0 1.88 587 0.98 304
22A-tpl: Bg floor, light dry soil, on grade depth 132 0.989 0 27.4 3616 0 0
wrightsoft'
Right -Suite® Universal 2018 18.0.27 RSU23828
2018-Aug-08 10 39 49
Page 2
A...BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 House laces. E
Component Constructions Job: Lol26KensingtonReserv...
wrightsoft- Date: 8-30-11
ZONE 1 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 16 (M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
fY BWh/fl-•F RI•F/BWh Btu hM' Btu BtuhM' BWh
Walls
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh n 248 0.201 4.1 5.57 1379 4.37 1083
e 113 0.201 4.1 5.57 627 4.37 492
s 345 0.201 4.1 5.57 1919 4.37 1507
w 255 0.201 4.1 5.57 1422 4.37 1117
all 960 0.201 4.1 5.57 5348 4.37 4199
Partitions
12B-Osw: Frm wall, stucco ext, r-11 cav ins, 112" gypsum board int 300 0.097 11.0 2.69 805 1.75 524
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 32 0.350 0 9.69 314 12.2 395
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (5.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 6 0.320 0 8.86 54 14.3 88
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 7 ft overhang (6.7 ft
window ht, 0.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 39 0.350 0 9.69 374 14.3 551
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 7 ft overhang (6.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 23 0.350 0 9.69 221 13.6 309
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.25 ft W 32 0.350 0 9.69 314 34.0 1100
window ht, 11.17 It sep.); 6.67 ft head ht all 55 0.350 0 9.69 534 25.6 1409
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 39 0.350 0 9.69 374 13.6 523
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 16 0.350 0 9.69 157 12.2 197
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 It overhang (5.25 ft W 17 0.350 0 9.69 161 12.2 203
window ht, 0.5 ft sep.); 6.67 ft head ht all 33 0.350 0 9.69 318 12.2 400
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
ti wright?:soft- 2018-Aug-0810:39:49
W , „-_ y, Right -Suite® Universal 2018 18.0.27 RSU23828
Page 3
Bay MGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc . MJ8 House faces: E
Doers
11 DO: Door, wd sc type a 20 0.390 0 10.8 216 12.0 241
n 18 0.390 0 10.8 192 12.0 214
all 38 0.390 0 10.8 408 12.0 455
Ceilings
none)
Floors
22A-tpl: Bg floor, light dry soil, on grade depth 132 0.989 0 27.4 3616
wrightsoft•
Right -Suite® Universal 2018 18 0.27 RSU23828
2018-Aug-08 1
Page 4
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Galc - MJ8 House faces: E
Component Constructions Job: Lot26KensingtonReserv...
Wrightsoft• p Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Location:
Orlando/Jetport, FL, US
Elevation: 105 ft
Latitude: 281N
Outdoor: Heating
Dry bulb (OF) 42
Daily range (OF) -
Wet bulb (OF) -
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
Construction descriptions
Walls
12B-Osw: Firm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int fnsh
Heating Cooling
70 75
28 18
30 50
0.8 45.8
Simplified
Average
0
Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' Btuh/It--•F ft'-•F/Btuh Btuhm2 Btu Btuh/112 BWh
n 334 0.097 11.0 2.69 897 2.76 922
e 235 0.097 11.0 2.69 631 2.76 649
s 349 0.097 11.0 2.69 938 2.76 963
W 274 0.097 11.0 2.69 736 2.76 756
all 1192 0.097 11.0 2.69 3203 2.76 3290
n 4 0.049 19.0 1.36 5 3.64 13
ne 1 0.049 19.0 1.36 2 3.64 5
e 7 0.049 19.0 1.36 9 3.64 24
se 1 0.049 19.0 1.36 2 3.64 5
s 4 0.049 19.0 1.36 5 3.64 13
sw 1 0.049 19.0 1.36 2 3.64 5
w 7 0.049 19.0 1.36 9 3.64 24
nw 1 0.049 19.0 1.36 2 3.64 5
all 26 0.049 19.0 1.36 35 3.64 93
Partitions
none)
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 It overhang (5 ft e
window ht, 1.33 It sep.); 6.67 ft head ht s
W
all
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 It overhang (3 ft
window ht, 1.33 ft sep.); 6.67 It head ht
2A-2om• 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 3.92 ft sep.); 6.67 It head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mll no brk frm mat, clr innr, w
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft
window ht, 1.33 ft sep.); 6.67 ft head ht
30 0.350 0 9.69 291 12.2 366
45 0.350 0 9.69 436 34.0 1529
15 0.350 0 9.69 145 12.5 187
30 0.350 0 9.69 291 34.0 1019
120 0.350 0 9.69 1163 25.8 3101
6 0.350 0 9.69 58 34.0 204
30 0.350 0 9.69 291 34.0 1019
12 0.350 0 9.69 116 34.0 408
w_rightsOft' 2018-Aug-0810:39:49
Right Universal 2018 18.0.27 RSU23B28 Page 5
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
Doors
none)
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-13c: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, amb
ovr
20P-13c: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
1759 0.032 30.0 0.89 1559 1.74 3060
100 0.068 13.0 1.88 188 0.98 98
312 0.068 13.0 1.88 587 0.98 304
wrightsoft' 2018-Aug-08 10.39:49
i,W , , r , Right -Suite® Universal 2018 18.0.27 RSU23828
Page 6Z& ... BayMGRE\ oot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces E
Project Summary Job: Lot26KensingtonReserv...
wrightsoft• Date: 8-30-11
Entire House By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Notes: L.S. 08-08-18 SRP
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25159 Btuh Structure 26638 Btuh
Ducts 8295 Btuh Ducts 12164 Btuh
Central vent (82 cfm) 2489 Btuh Central vent (82 cfm) 1573 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 35943 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment load
1.00
40375 BtuhInfiltrationsensible
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4217 Btuh
Ducts 3326 Btuh
Central vent (82 cfm) 2543 Btuh
Heating Cooling
Area (ft2) 3066 3066 Equipment latent load 7543 Btuh
Volume (ft3) 26651 26651
Air changes/hour 0.37 0.19 Equipment Total Load (Sen+Lat) 47919 Btuh
Equiv. AVF (cfm) 164 84 Req. total capacity at 0.70 SHR 4.8 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti _PWill9to sort' 2018-Aug-08 10.39.49
t
wrrRrght-
Suite® Universal 2018 18.0.27 RSU23828 Page 1 BayMGRE\
Lot26KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 House faces: E
Prot SJob: LoMi(ensingtonReserv... wrightsoft'
Project Summary Date: 8-30-11 ZONE
1 By: EJH DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For:
RYAN HOMES 3721
HANWORTH LOOP, SANFORD, FL 32773 Notes:
L.S. 08-08-18 SRP Weather
Winter
Design Conditions Outside
db 42 OF Inside
db 70 OF Design
TD 28 OF Heating
Summary Structure
15317 Btuh Ducts
3308 Btuh Central
vent (28 cfm) 850 Btuh Outside
air Humidification
0 Btuh Piping
0 Btuh Equipment
load 19475 Btuh Infiltration
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
14412 Btuh Ducts
5701 Btuh Central
vent (28 cfm) 537 Btuh Outside
air Blower
0 Btuh Use
manufacturer's data y Rate/
swing multiplier 1.00 Equipment
sensible load 20650 Btuh Method
Simplified Latent Cooling Equipment Load Sizing Construction
quality Average Fireplaces
0 Structure 2632 Btuh Ducts
1210 Btuh Central
vent (28 cfm) 868 Btuh Heating
Cool ingg Outside air Area (
ft2 1340 134D Equipment latent load 4710 Btuh Volume ()
ft3) 12577 12577 Air
changes/hour 0.37 0.19 Equipment Total Load (Sen+Lat) 25360 Btuh Equiv.
AVF (cfm) 77 40 Req. total capacity at 0.75 SHR 2.3 ton Heating
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN: JANITROL: AMANA DISTI Model
GSZ140301 K AHRI
ref 8242621 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 34 OF Backup:
8.
5 HSPF 28000
Btuh @ 470F 27
OF 947
cfm 0.
051 cfm/Btuh 0.
40 in H2O Input =
5 kW, Output = 18356 Btuh, 100 AFUE Cooling
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN: JANITROL: AMANA DISTI... Cond
GSZ140301 K Coil
ASPT37C14A AHRI
ref 8242621 Efficiency
12.5 EER, 15 SEER Sensible
cooling 21300 Btuh Latent
cooling 7100 Btuh Total
cooling 28400 Btuh Actual
air flow 947 cfm Air
flow factor 0.047 cfm/Btuh Static
pressure 0.40 in H2O Load
sensible heat ratio 0.81 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlght[
soft- 2018-Aug-08 10:39:49 C ...
Right -Suite® Universal 2018 18.0 27 RSU23828 Page 2 BayMGRE\
Lo126KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
Project Summary Job: LoMKensingtonReserv...
wrightsoft' Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Notes: L.S. 08-08-18 SRP
Weather
Winter Design Conditions
Outside db 42 IF
Inside db 70 OF
Design TD 28 IF
Heating Summary
Structure 9842 Btuh
Ducts 4987 Btuh
Central vent (54 cfm) 1639 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 16468 Btuh
Infiltration
Method
Construction quality
Fireplaces
Orlando/Jetport, FL, US
Simplified
Average
0
Heating Cooling
Area (ft2) 1726 1726
Volume (ft3) 14074 14074
Air changes/hour 0.37 0.19
Equiv. AVF (cfm) 87 45
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN: JANITROL: AMANA DISTI
Model GSZ140301 K
AHRI ref 8242621
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 30 OF
Backup:
8.5 HSPF
28000 Btuh @ 470F
27 OF
947 cfm
0.064 cfm/Btuh
0.40 in H2O
Input = 5 kW, Output = 15735 Btuh, 100 AFUE
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 13263 Btuh
Ducts 6937 Btuh
Central vent (54 cfm) 1036 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 21236 Btuh
Latent Cooling Equipment Load Sizing
Structure 1585 Btuh
Ducts 2116 Btuh
Central vent (54 cfm) 1675 Btuh
Outside air
Equipment latent load 5376 Btuh
Equipment Total Load (Sen+Lat) 26613 Btuh
Req. total capacity at 0.75 SHR 2.4 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN: JANITROL: AMANA DISTI...
Cond GSZ140301 K
Coil ASPT37C14A
AHRI ref 8242621
Efficiency 12.5 EER, 15 SEER
Sensible cooling 21300 Btuh
Latent cooling 7100 Btuh
Total cooling 28400 Btuh
Actual air flow 947 cfm
Air flow factor 0.047 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.80
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgMtsoft' 2018-Aug-08 10:39.49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 3
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces. E
f- wrightsoft• Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax 407-333.3853 Web. WWW.DEL-AIR.COM
Job: Lot Men sing tonReserveEs...
Date: 8-30-11
By: EJH
1 Room name Entire House ZONE 1
2 Exposed wall 302.0 It 132.0 It
3 Room height 8.6 It 9.3 it
4 Room dimensions
5 Room area 3106.8 ft' 1347.5 itz
Ty Construction U-value Or HTM Area (ft2) Load Area (ftj toad
number Btuh/ftzoF) Btuh/ftg or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 128-0sw 0.097 n 2.69 2.76 364 334 897 922 0 0 0 0
2A-2om 0.350 n 9.69 12.19 30 0 291 366 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 4 4 5 13 0 0 0 0
Blk wall, stucco ext 0.201 n 5.57 4.37 280 248 1379 1083 280 248 1379 1083
11 2A-2om 0.350 n 9.69 12.19 32 0 314 395 32 0 314 395
W 16A-19ad 0.049 ne 1.36 3.64 1 1 2 5 0 0 0 0
12B-0sw 0.097 a 2.69 2.76 316 235 631 649 0 0 0 0
2A-2om 0.350 a 9.69 33.98 6 0 58 204 0 0 0 0
2A-2om 0.350 a 9.69 33.98 45 0 436 1529 0 0 0 0
2A-2om 0.350 a 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 7 7 9 24 0 0 0 0
wall, stucco ext 0.201 a 5.57 4.37 177 113 627 492 177 113 627 492
TEBlk2A-2om 0.320 a 8.86 14.26 6 10 54 88 6 10 54 88
Z2 2A-2om 0.350 a 9.69 14.31 39 70 374 551 39 70 374 551
11 DO 0.390 a 10.80 12.03 20 20 216 241 20 20 216 241
W 16A-19ad 0.049 se 1.36 3.64 1 1 2 5 0 0 0 0
V?I 12B-0sw 0.097 s 2.69 2.76 364 349 938 963 0 0 0 0
G 2A-2om 0.350 s 9.69 12.45 15 24 145 187 0 0 0 0
W 16A-19ad 0.049 s 1.36 3.64 4 4 5 13 0 0 0 0
1ql Blk wall, stucco ext 0.201 s 5.57 4.37 406 345 1919 1507 406 345 1919 1507
2A-2om 0.350 s 9.69 13.58 23 0 221 309 23 0 221 309
2A-2om 0.350 s 9.69 13.58 39 0 374 523 39 0 374 523
W 16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 0 0 0 0
Vjl 12B-0sw 0.097 w 2.69 2.76 316 274 736 756 0 0 0 0
2A-2om 0.350 w 9.69 33.98 12 0 116 408 0 0 0 0
I
G
2A-2om 0.350 w 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 7 7 9 24 0 0 0 0
Blk wall, stucco ext 0.201 w 5.57 4.37 369 255 1422 1117 369 255 1422 1117
2A-2om 0.350 w 9.69 33.98 32 0 314 1100 32 0 314 1100
2A-2om 0.350 w 9.69 12.19 16 32 157 197 16 32 157 197
2A-2om 0.350 w 9.69 12.19 17 33 161 203 17 33 161 203
2A-2omd 0.620 w 17.17 16.92 48 96 824 812 48 96 824 812
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 0 0 0 0
L-p
128-0sw 0.097 2.69 1.75 317 300 805 524 317 300 805 524
11D0 0.390 n 10.80 12.03 18 18 192 214 18 18 192 214
C 16B-30ad 0.032 0.89 1.74 1759 1759 1559 3060 0 0 0 0
F 20P-13c 0.068 1.88 0.98 100 100 188 98 0 0 0 0
F 20P-13c 0.068 1.88 0.98 312 312 587 304 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 1348 132 3616 0 1348 132 3616 0
6 c) AED excursion 447 1484
Envelope loss/gain 20171 213BO 12969 10841
12 a) Infiltration 4989 1618 2348 762
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 8 1840 7 1610
Appliances/other 1800 1200
Subtotal (lines 6 to 13) 25159 26638 15317 14412
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 25159 26638 15317 14412
15 Duct loads 33% 47% 8295 12164 22916 40% 3308 5701
Total room load 33454 38803 18625 20113
Air required (cfm) 1894 1894 947 1 947
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrtightsoTt- 2018-Aug-0810:39:49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft• Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot 26Ken sing ton ReserveEs... Date:
8-30-11 By:
EJH 1
Room name ZONE 2 2
Exposed wall 170.0 It 3
Room height 8.0 It 4
Room dimensions 5
Room area 1759.3 I12 Ty
Construction U-value Or HTM Area (Its Load Area Load number
Btuh/ftZ°F) Btuh/ftl or perimeter (ft) Btuh) or perimeter Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
12B-0sw 0.097 n 2.69 2.76 364 334 897 922 2A-
2om 0.350 n 9.69 12.19 30 0 291 366 W
16A-19ad 0.049 n 1.36 3.64 4 4 5 13 Y
L-G Blk
wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 11
2A-2om 0.350 n 9.69 12.19 0 0 0 0 W
16A-19ad 0.049 ne 1.36 3.64 1 1 2 5 Vh1213-
0sw 0.097 a 2.69 2.76 316 235 631 649 2A-
2om 0.350 a 9.69 33.98 6 0 58 204 2A-
2om 0.350 a 9.69 33.98 45 0 436 1529 2A-
2om 0.350 a 9.69 33.98 30 0 291 1019 W
16A-19ad 0.049 a 1.36 3.64 7 7 9 24 wall,
stucco ext 0.201 a 5.57 4.37 0 0 0 0 2A-
2om 0.320 a 8.86 14.26 0 0 0 0 TEBlk
2A-
2om 0.350 a 9.69 14.31 0 0 0 0 11
DO 0.390 a 10.80 12.03 0 0 0 0 W
16A-19ad 0.049 se 1.36 3.64 1 1 2 5 1q/
12B-0sw 0.097 s 2.69 2.76 364 349 938 963 T_
G 2A-2om 0.350 s 9.69 12.45 15 24 145 187 W
16A-19ad 0.049 s 1.36 3.64 4 4 5 13 Blk
wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 2A-
2om 0.350 s 9.69 13.58 0 0 0 0 2A-
2om 0.350 s 9.69 13.58 0 0 0 0 W
16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 Vj/
12B-0sw 0.097 w 2.69 2.76 316 274 736 756 2A-
2om 0.350 w 9.69 33.98 12 0 116 408 L
C
2A-
2om 0.350 w 9.69 33.98 30 0 291 1019 W
16A-19ad 0.049 w 1.36 3.64 7 7 9 24 elk
wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 2A-
2om 0.350 w 9.69 33.98 0 0 0 0 2A-
2om 0.350 w 9.69 12.19 0 0 0 0 2A-
2om 0.350 w 9.69 12.19 0 0 0 0 2A-
2omd 0.620 w 17.17 16.92 0 0 0 0 W
16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 128-
0sw 0.097 2.69 1.75 0 0 0 0 DO
0.390 n 10.80 12.03 0 0 0 0 C
16B-30ad 0.032 0.89 1.74 1759 1759 1559 3060 F
20P-13c 0.068 1.88 0.98 100 100 188 98 F
20P-13c 0.068 1.88 0.98 312 312 587 304 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 6
c) AED excursion 0 Envelope
loss/gain 7201 11S77 12
a) Infiltration 2641 857 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 1 230 Appliances/
other 600 Subtotal (
lines 6 to 13) 9842 13263 Less
external load 0 0 Less
transfer 0 0 Redistribution
0 0 14
Subtotal 9842 13263 15
Duct loads 51% 521% 4987 6937 Total
room load 14829 2=1 Air
required (cfm) 947 947 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Ir
wrlghttof!- .A -
Right -
Suite® Universal 2018 18.0.27 RSU23828 2018-
Aug-0810:39:49 Page
2 BayMGRE\
Lot26KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 House faces: E
wrightsoft' Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name ZONE 1 KIT/DINETTE
2 Exposed wall 132.0 It 32.5 It
3 Room height 9.3 it 9.3 It heat/cool
4
5
Room dimensions
Room area 1347.5 ft2
125 x 20.0 1t
250.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 12B-Osw 0.097 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
y/ Blk wall, stucco ext 0.201 n 5.57 4.37 280 248 1379 1083 0 0 0 0
11 L-G 2A-2om 0.350 n 9.69 12.19 32 0 314 395 0 0 0 0
W 16A-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0
Vh12B-Osw 0.097 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0
wall, stucco ext 0.201 a 5.57 4.37 177 113 627 492 0 0 0 0
2A-2om 0.320 a 8.86 14.26 6 10 54 88 0 0 0 01iBlk2A-2om 0.350 a 9.69 14.31 39 70 374 551 0 0 0 0
11DO 0.390 a 10.80 12.03 20 20 216 241 0 0 0 0
W 16A-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0
Vj/ 12B-Osw 0.097 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 06
W 16A-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0
Vu Blk wall, stucco ext 0.201 s 5.57 4.37 406 345 1919 1507 187 164 913 717
2A-2om 0.350 s 9.69 13.58 23 0 221 309 23 0 221 309LG2A-2om 0.350 s 9.69 13.58 39 0 374 523 0 0 0 0
W 16A-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0
12B-Osw 0.097 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 5.57 4.37 369 255 1422 1117 117 84 469 369
2A-2om 0.350 w 9.69 33.98 32 0 314 1100 32 0 314 1100
2A-2om 0.350 w 9.69 12.19 16 32 1S7 197 0 0 0 0
2A-2om 0.350 w 9.69 12.19 17 33 161 203 0 0 0 0
2A-2omd 0.620 w 17.17 16.92 48 96 824 812 0 0 0 0
W 16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
1--D12B-Osw 0.097 2.69 1.75 317 300 805 524 0 0 0 0
11 DO 0.390 n 10.80 12.03 18 18 192 214 0 0 0 0
C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-ipl 0.989 27.40 0.00 1348 132 3616 0 250 33 890 0
6 c) AED excursion 1484 314
Envelope loss/gain 12969 10841 2807 2808
12 a) Infiltration 2348 762 578 188
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 7 1610 0 0
Appliances/other 12M 12M
Subtotal (lines 6 to 13) 15317 14412 3385 4195
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 15317 14412 3385 4195
15 Ductloads 122% 40% 3308 5701 229/6 400/6 7311 1660
Total room load 18625 20113 4116 5855
Air required (cfm) 947 947 209 276
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgF tsof t- 2018-Aug-08 10:39:49
A --
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 3
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft• Right-J® Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 26KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name FAMILY LIV/DIN/FOY
2 Exposed wall 27.0 1t 42.5 ft
3 Room height 9.3 it heaUcool 9.3 it heat/cool
4 Room dimensions 1.0 x 409.8 it 1.0 x 426.0 it
5 Room area 409.8 ft' 426.0 flz
Ty Construction U-value Or HTM Area (ft Load Area (ft Load
number Btuh/ftZ°F) BtufVftq or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V)I 12B-0sw 0.097 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0G
W 16A-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
1l Blk wall, stucco ext 0.201 n 5.57 4.37 93 61 339 266 0 0 0 0
11 2A-2om 0.350 n 9.69 12.19 32 0 314 395 0 0 0 0C
W 16A-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0
128-0sw 0.097 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0
Bik wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 177 113 627 492
2A-2om 0.320 a 8.86 14.26 0 0 0 0 6 5 54 88
2A-2om 0.350 a 9.69 14.31 0 0 0 0 39 35 374 551
11D0 0.390 a 10.80 12.03 0 0 0 0 20 20 216 241
W 16A-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0
t-G0.09712B-0sw s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0
y! Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 219 181 1007 790
2A-2om 0.350 s 9.69 13.58 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 13.58 0 0 0 0 39 0 374 523
W 16A-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0
Ij12B-0sw 0.097 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 5.57 4.37 159 111 616 484 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 12.19 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 12.19 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 17.17 16.92 48 48 824 812 0 0 0 0
W 16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
R
L-D
12B-0sw 0.097 2.69 1.75 0 0 0 0 131 131 351 229
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-lpl 0.989 27.40 0.00 410 27 740 0 426 43 1164 0
6 c) AED excursion 810 75
Envelope loss/gain 2833 2767 4167 2840
12 a) Infiltration 480 156 756 245
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 1 230
Appliances/other 0 0
Subtotal (lines 6 to 13) 3314 4073 4923 3315
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3314 4073 4923 3315
151 uct loads 1221% 40% 1 716 1611 221/6 401% 1063 1311
Total room load 4029 5684 5986 4626
Air required (cfm) 205 268 304 218
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigF tsoft- 2018-Aug-0810:39:49
Right -Suite® Universal 2018 18 0 27 RSU23828 Page 4
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces E
wrightsoft• Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM
Job: Lot26KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name 1STFLR BTH 1STFLR BD
2 Exposed wall 5.5 ft 24.5 It
3 Room height 9.3 it heat/cool 9.3 ft heaYcool
4 Room dimensions 5.5 x 5.5 it 1.0 x 151.8 it
5 Room area 30.3 ft' 151.8 It'
Ty Construction U-value Or HTM Area (Its Load Area (its Load
number Btuh/ftZ•F) Btuh/ftq or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
6 W
G
12B-Osw 0.097 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
yJ Blk wall, stucco ext 0.201 n 5.57 4.37 51 51 286 224 135 135 753 592
11 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0G
W 16A-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0
12B-Osw a 0.00 0.00 0 0 0 0 0 0 0 0
T-G0.097
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.320 a 8.86 14.26 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 14.31 0 0 0 0 0 0 0 0
11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0
Vy 12B-Osw 0.097 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0G
W 16A-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0
Ilu Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 13.58 0 0 0 0 0 0 0 0
l
G
2A-2om 0.350 s 9.69 13.58 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0
Vjl 12B-Osw 0.097 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
l
G
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0
Elk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 93 61 337 265
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 12.19 0 0 0 0 16 16 157 197
2A-2om 0.350 w 9.69 12.19 0 0 0 0 17 17 161 203
2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
fj
D
12B-Nw 0.097 2.69 1.75 51 51 138 90 0 0 0 0
11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-tpi 0.989 27.40 0.00 30 6 151 0 152 25 671 0
6 c) AED excursion 8 457
Envelope loss/gain 574 307 2080 1714
12 a) Infiltration 98 32 436 141
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) 672 338 2516 1855
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 672 338 2516 1855
15 Duct loads 229/6 40% 145 134 22% 40% 543 734
Total room load 817 472 3059 2589
Air required (cfm) 42 22 156 122
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlg !e t - 2018-Aug-08 10:39 49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 5AM ..BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces E
wrightsoft• Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM
Job: Lot 26Kensing ton Reserve Es... Date:
8-30-11 By:
EJH 1
Room name HALLWAY 2
Exposed wall 0 It 3
Room height 9.3 ft heat/cool 4
Room dimensions 14.5 x 5.5 ft 5
Room area 79.8 ft2 Ty
Construction U-value Or HTM Area (It2) Load Area Load number
Btuh/ftz"F) Btuhlft2) or perimeter (ft) Btuh) or perimeter Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V f 12B-Osw 0.097 n 0.00 0.00 0 0 0 0 2A-
2om 0.350 n 0.00 0.00 0 0 0 0 W
16A-19ad 0.049 n 0.00 0.00 0 0 0 0 Vjl
L-
G BIk
wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 11
2A-2om 0.350 n 9.69 12.19 0 0 0 0 W
16A-19ad 0.049 ne 0.00 0.00 0 0 0 0 Val
0.350
a
0.00 0 0 0 0 A-
2orn 2A-2om 0.350 a 0.00 0.00 0.00 0 0 0 0 l_.
CGI
2A-2om 0.350 a 0.00 0.00 0 0 0 0 2A-
2om 0.350 a 0.00 0.00 0 0 0 0 W
16A-19ad 0.049 a 0.00 0.00 0 0 0 0 BIk
wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 2A-
2om 0.320 a 8.86 14.26 0 0 0 0 1522A-2om 0.350 a 9.69 14.31 0 0 0 0 11DO
0.390 a 10.80 12.03 0 0 0 0 W
16A-19ad 0.049 se 0.00 0.00 0 0 0 0 11u
12B-0sw 0.097 s 0.00 0.00 0 0 0 0 2A-
2om 0.350 s 0.00 0.00 0 0 0 0 CW
16A-19ad 0.049 s 0.00 0.00 0 0 0 0 yl
BIk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 2A-
2om 0.350 s 9.69 13.58 0 0 0 0 I
G
2A-
2om 0.350 s 9.69 13.58 0 0 0 0 W
16A-19ad 0.049 sw 0.00 0.00 0 0 0 0 VjJ
12B-0sw 0.097 w 0.00 0.00 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 I
G
2A-
2cm 0.350 w 0.00 0.00 0 0 0 0 W
16A-19ad 0.049 w 0.00 0.00 0 0 0 0 Bilk
wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 2A-
2om 0.350 w 9.69 33.98 0 0 0 0 2A-
2om 0.350 w 9.69 12.19 0 0 0 0 2A-
2om 0.350 w 9.69 12.19 0 0 0 0 2A-
2omd 0.620 w 17.17 16.92 0 0 0 0 W
16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 q
D
12B-
0sw 0.097 2.69 1.75 135 118 316 206 11D0
0.390 n 10.80 12.03 18 18 192 214 C
1613-30ad 0.032 0.00 0.00 0 0 0 0 F
20P-13c 0.068 0.00 0.00 0 0 0 0 F
20P-13c 0.068 0.00 0.00 0 0 0 0 F
22A-Ipl 0.989 27.40 0.00 80 0 0 0 6
c) AED excursion 14 Envelope
loss/gain 508 405 12
a) Infiltration 0 0 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 1 230 Appliances/
other 0 Subtotal
pines 6 to 13) 508 635 Less
external load 0 0 Less
transfer 0 0 Redistribution
0 0 14
Subtotal 508 635 15
Duct loads 229/6 409/6 110 251 Total
room load 618 887 Air
required (cfm) 31 42 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlght'
Tt 2018-Aug-0810:39,49 A -
Right -
Suite® Universal 2018 18.0.27 RSU23828 Page 6 BayMGRE\
Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft Right-J® Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name ZONE 2 BDRM4
2 Exposed wall 170.0 ft 14.0 ft
3 Room height 8.0 ft 8.0 ft heal/cool
4 Room dimensions 1.0 x 199.0 ft
5 Room area 1759.3 ft' 199.0 ft,
Ty Construction U-value Or HTM Area (ftq Load Area (itq Load
number Btut1/ftZ•F) Btuh/1tq or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 yl 12B-Osw 0.097 n 2.69 2.76 364 334 897 922 0 0 0 0
2A-2om 0.350 n 9.69 12.19 30 0 291 366 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 4 4 5 13 0 0 0 0
lql Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 1.36 3.64 1 1 2 5 0 0 0 0
12B-Osw a 2.69 2.76 316 235 631 649 96 75 202 207
2A-2om 0.350 a 9.69 33.98 6 0 58 204 6 0 58 204T-G0.097
2A-2om 0.350 a 9.69 33.98 45 0 436 1529 15 0 145 510
2A-2om 0.350 a 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 7 7 9 24 0 0 0 0
h
Blk wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 1 1 2 5 0 0 0 0
Y-6
1213-0sw 0.097 s 2.69 2.76 364 349 938 963 16 16 43 44
2A-2om 0.350 s 9.69 12.45 15 24 145 187 0 0 0 0
W 16A-19ad 0.049 s 1.36 3.64 4 4 5 13 0 0 0 0
yl Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
I
G
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 0 0 0 0
1ql 12B-Osw 0.097 w 2.69 2.76 316 274 736 756 0 0 0 0
2A-2om 0.350 w 9.69 33.98 12 0 116 408 0 0 0 0
L 2A-2om 0.350 w 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 7 7 9 24 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 0 0 0 0
12B-Osw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 1759 1759 1559 3060 199 199 176 346
F 20P-13c 0.068 1.88 0.98 100 100 188 98 0 0 0 0
F 20P-13c 0.068 1.88 0.98 312 312 587 304 95 95 178 92
F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 0 3
Envelope loss/gain 7201 11577 803 1400
12 a) Infiltration 2641 857 213 69
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 9842 13263 1016 1469
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 9842 13263 1016 1469
15 Duct loads 51% 529/6 4987 6937 51% 520/6 515 768
Total room load 14829 20201 1531 2238
Air required (cfm) 947 947 98 105
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr ghrsoTt- 2018-Aug-08 10:39:49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 7
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsofC Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot Men singtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name BDRM3 LOFT
2 Exposed wall 30.5 it 42.0 It
3 Room height 8.0 it heat/cool 8.0 1t heat/cool
4 Room dimensions 1.0 x 205.5 it 1.0 x 350.0 it
5 Room area 205.5 ft' a f12
Ty Construction U-value Or HTM Area (1t Load Area (fly Load
number Btuh/ftz°F) Btuwftl or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WI
C
12B-Mw 0.097 n 2.69 2.76 0 0 0 0 224 194 521 535
2A-2om 0.350 n 9.69 12.19 0 0 0 0 30 0 291 366
W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0
Vy
I-G
Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0
12B-Osw a 2.69 2.76 108 78 210 215 112 82 220 226
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0T-G0.097
2A-2om 0.350 a 9.69 33.98 0 0 0 0 30 0 291 1019
2A-2om 0.350 a 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0
Vj!
t-G
12B-Osw 0.097 s 2.69 2.76 136 136 365 375 0 0 0 0
2A-2om 0.350 s 9.69 12.45 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
Vjl7
12B-Mw 0.097 w 2.69 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
L:
G
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 0 0 0 0 0 0 0 0
12B-Osw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 206 206 182 357 350 350 310 609
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 0 217 217 409 212
F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6 209
Envelope loss/gain 1048 1962 2042 2759
12 a) Infiltration 465 151 640 208
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) 1513 2113 2683 2966
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1513 2113 2683 2966
Duct loads 1 51% 520/6 767 1105 51% 521% 1359 1551
r Total room load 2280 3217 4042 4518
Air required (cfm) 146 151 258 212
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
F wr gFr,Cso*t- 2018-Aug-08 10:39.49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 8
Bay MGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces E
wrightsoft• Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 26KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name MBDRM MWIC2
2 Exposed wall 19.0 ft 8.5 ft
3 Room height 8.0 ft heal/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 311.5 ft 7.0 x 8.5 ft
5 Room area 311.5 ft2 59.5 It'
Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load
number Btuh/ftZ'F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V I 12B-0sw 0.097 n 2.69 2.76 0 0 0 0 68 68 183 188
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 4 4 5 13 0 0 0 0
Vjl Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 L_G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 1.36 3.64 1 1 2 5 0 0 0 0
12B-0sw 0.097 a 269 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 7 7 9 24 0 0 0 0
Blk wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
11DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 1 1 2 5 0 0 0 0
T-G
121B-0sw 0.097 s 2.69 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.45 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 s 1.36 3.64 4 4 5 13 0 0 0 0
y/ Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
1{
G
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 0 0 0 0
V I 12B-0sw 0.097 w 2.69 2.76 152 122 328 337 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
I-GG 2A-2om 0.350 w 9.69 33.98 30 0 291 1019 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 7 7 9 24 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 0 0 0 0
12BOsw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 312 312 276 542 60 60 53 103
F 20P-13c 0.068 1.88 0.98 30 30 57 29 7 7 13 7
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 297 22
Envelope loss/gain 986 2317 249 276
12 a) Infiltration 338 110 130 42
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1324 2657 378 318
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1324 2657 378 318
15 Duct loads 51% 529/. 671 1390 51 % 52°/, 192 166
Total room load 1996 4047 570 484
Air required (cfm) 127 190 36 23
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i - wrlgr tcof c- 2018-Aug-08 10,39:49
AA -- - -- Right -Suite® Universal 2018 18.0.27 RSU23828 Page 9
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft' Right-JO Worksheet Job: Lot 26KensingtonReserveEs...
ZONE 2 Date: B-30-11
By: EJH
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
1 Room name MWIC1 W/C
2 Exposed wall 16.0 It 6.0 It
3 Room height 8.0 It heat/cool 8.0 it heat/cool
4 Room dimensions 7.0 x 9.0 It 6.0 x 4.0 1t
5 Room area 63.0 ft2 24.0 It'
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number BtuWft2"F) BtutUft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vjl 12B-0sw 0.097 n 2.69 2.76 72 72 193 199 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0G
W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0
VGI--
Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 no 1.36 3.64 0 0 0 0 0 0 0 0
VL-G
12B-0sw 0.097 a 2.69 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0
VjJ 128-0sw 0.097 s 2.69 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.45 0 0 0 0 0 0 0 06
W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
I
G
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
Vjl 12B-0sw 0.097 w 2.69 2.76 56 56 150 155 48 48 129 132
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
l
G
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 0 0 0 0 0 0 0 0
q
T-D
12B-Osw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.89 1.74 63 63 56 110 24 24 21 42
F 20P-13c 0.068 1.88 0.98 63 63 119 61 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-W 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 40 13
Envelope loss/gain 518 485 150 161
12 a) Infiltration 244 79 91 30
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 762 564 242 190
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 762 564 242 190
15 Duct loads 51% 52% 386 295 51% 52% 122 100
Total room load 1149 859 364 290
Air required (cfm) 73 40 23 14
Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed.
t rwlgFNtsof!- 2018-Aug-0810:39:49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 10
Bay MGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft• Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax 407-333.3853 Web- WWW.DEL-AIR.COM
Job: Lot26KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name BDRM2 MBATH
2 Exposed wall 15.5 it 18.5 It
3 Room height 8.0 it heat/cool 8.0 it heat/cool
4 Room dimensions 1.0 x 185.3 It 1.0 x 124.5 It
5 Room area 185.3 ft2 124.5 ftz
Ty Construction U-value Or HTM Area (ft Load Area (ftj Load
number Btuh/ftZ°F) Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 1ly 1213-0sw 0.097 n 2.69 2.76 0 0 0 0 0 0 0 0
G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0
12B-0sw 0.097 a 2.69 2.76 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0
wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0iBlk2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0
L
12B-0sw 0.097 s 2.69 2.76 124 109 293 301 88 88 236 243
2A-2om 0.350 s 9.69 12.45 15 12 145 187 0 0 0 0
W 16A-igad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
T 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
12B-Osw 0.097 w 2.69 2.76 0 0 0 0 60 48 129 132
2A-2om 0.350 w 9.69 33.98 0 0 0 0 12 0 116 408
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 0 0 0 0 0 0 0 0
1-0
1213-0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 11613-30ad 0.032 0.89 1.74 185 185 164 322 125 125 110 217
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-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 46 1 109
Envelope loss/gain 603 764 592 1109
12 a) Infiltration 236 77 282 92
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Apphances/other 0 0
Subtotal (lines 6 to 13) 839 840 874 1200
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 839 840 874 1200
15 Duct loads 1 51% 52% 425 440 51% 52% 443 628
Total room load 1264 1280 1317 1828
Air required (cfm) 81 60 84 86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrtgFstsoTt- 2018-Aug-08 10:39:49
At& -- • ------ Right -Suite® Universal 2018 18.0.27 RSU23828 Page 11
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightssoft• Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web, WWW.DEL-AIR.COM
Job: Lot 26Kensing ton ReserveEs... Date:
8-30-11 By:
EJH 1
Room name STAIRS BATH1 2
Exposed wall 0 It 0 It 3
Room height 8.0 ft heat/cool 8.0 It heat/cool 4
Room dimensions 1.0 x 131.3 It 10.5 x 5.5 If 5
Room area 131.3 ftx 57.8 ftz Ty
Construction U-value Or HTM Area (Its Load Area (Itq Load number
Btuh/ftZ•F) Btuh/ftg or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat
cod Gross N/P/S Heat cool Gross N/P/S Heat Cool 6
1213-0sw 0.097 n 2.69 2.76 0 0 0 0 0 0 0 0 2A-
2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 Bilk
wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0 12B-
Osw 0.097 a 2.69 2.76 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0 h
Blk
wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11
DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0 Vy
12B-0sw 0.097 s 2.69 2.76 0 0 0 0 0 0 0 0 T-
G2A-2om 0.350 s 9.69 12.45 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 V
Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 I_
G
2A-
2em 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0 V
12B-0sw 0.097 w 2.69 2.76 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 L
G
2A-
2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 Bilk
wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2omd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 nw 1.36 3.64 0 0 0 0 0 0 0 0 12B-
0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0 11D0
0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C
168-30ad 0.032 0.89 1.74 131 131 116 228 58 58 51 100 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-tp1 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 15 7 Envelope
loss/gain 116 213 51 94 12
a) Infiltration 0 0 0 0 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) 116 213 51 94 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 116 213 51 94 15
Duct loads 51% 529/6 59 112 51% 529/. 26 49 Total
room load 175 325 77 143 Air
required (cfm) 11 15 1 15 7 Calculations
approved by ACCA to meet all requirements of Manual J ath Ed. wrlgtits"
I 2018-Aug-08 10.39:49 Right -
Suite® Universal 2016 18.0.27 RSU23828 Page 12 SayMGRE\
Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft' Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM
Job: Lot26KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name LAUNDRY
2 Exposed wall 0 It
3 Room height 8.0 It heat/cool
4 Room dimensions 8.0 x 6.0 1t
5 Room area 48.0 it'
Ty Construction U-value Or HTM Area (1t Load Area Load
number Btuh/ftz°F) Btuh/Itq or perimeter (ft) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V I 126-0sw 0.097 n 2.69 2.76 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0
Vy Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0
11 L 2A-2om 0.350 n 0.00 0.00 0 0 0 0
W 116A-19ad 0.049 ne 1.36 3.64 0 0 0 0
vh1213-0sA-2om
0.
350
a 2.69 2.
98
0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0
2A-2om 0.350 a 9.69 33.98 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0
Bik wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0
2A-2om 0.320 a 0.00 0.00 0 0 0 0
2A-2om 0.350 a 0.00 0.00 0 0 0 0
11 DO 0.390 a 0.00 0.00 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0
1ql 12B-0sw 0.097 s 2.69 2.76 0 0 0 0
2A-2om 0.350 s 9.69 12.45 0 0 0 0G
W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0
y/ Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0
1-CG 2A-2om 0.350 s 0.00 0.00 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0
12B-0sw 0.097 w 2.69 2.76 0 0 0 0
IjVjl 2A-2om 0.350 w 9.69 33.98 0 0 0 0
I
G
2A-2om 0.350 w 9.69 33.98 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0
2A-2om 0.350 w 0.00 0.00 0 0 0 0
2A-2omd 0.620 w 0.00 0.00 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 0 0 0 0
1213-0sw 0.097 0.00 0.00 0 0 0 0
11 DO 0.390 n 0.00 0.00 0 0 0 0
C 1613-30ad 0.032 0.89 1.74 48 48 43 83
F 20P-13c 0.068 1.88 0.98 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0
F 22A-tp1 0.989 0.00 0.00 0 0 0 0
6 c) AED excursion 45
Envelope loss/gain 43 39
12 a) Infiltration 0 0
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 600
Subtotal (lines 6 to 13) 43 639
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 43 639
15 Duct loads 51% 529/6 22 334
Total room load 64 972
Air required (cfm) 4 46
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r wrlghtcoTe- 2018-Aug-08 10:39,49
Right -Suite® Universal 2018 18.0.27 RSU23828 Page 13
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
wrightsoft• Duct System Summary
ZONE 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH 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 H2O
0.252 in/100ft
947 cfm
135 It
Job: LoMKensingtonReserv...
Date: 8-30-11
By: EJH
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H 20
0.252 in/100ft
947 cfm
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
1STFLR BD h 3059 156 122 0.305 7.0 Ox 0 VIFx 19.4 92.0 SO
1STFLR BTH h 817 42 22 0.285 4.0 Ox 0 VIFx 27.3 92.0 st1
FAMILY c 5684 205 268 0.290 9.0 Ox 0 VIFx 25.3 92.0 sti
HALLWAY c 887 31 42 0.279 4.0 Ox 0 VIFx 29.7 92.0 st1
KIT/DINETTE c 5855 209 276 0.259 9.0 Ox0 VIFx 39.2 92.0 st1
LIV/DIN/FOY h 2993 152 109 0.267 8.0 Ox 0 VIFx 35.2 92.0 sti
LIV/DIN/FOY-A h 2993 152 109 0.252 8.0 Ox 0 VIFx 43.1 92.0 sti
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
SO Peak AVF 947 947 0.252 678 16.0 0 x 0 VinlFlx
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
rb3 Ox0 947 947 0 0 0 0 Ox 0 VIFx
wrightsoft' 2018•Aug-08 10:39 51
C Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1
AC CM...BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
Duct System Summary Job: Lot26KensingtonReserv...
wrightsoft' Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3721 HANWORTH LOOP, SANFORD, FL 32773
Heating Cooling
External static pressure 0.40 in H2O 0.40 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.34 in H2O 0.34 in H2O
Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O
Lowest friction rate 0.279 in/100ft 0.279 in/ 100ft
Actual air flow 947 cfm 947 cfm
Total effective length (TEL) 122 ft
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
BATH1 c 143 5 7 0.455 4.0 Ox 0 VIFx 4.7 70.0
8DRM2 h 1264 81 60 0.310 6.0 Ox 0 VIFx 24.6 85.0 st2
BDRM3 c 3217 146 151 0.293 7.0 Ox0 VIFx 31.2 85.0 st2
BDRM4 c 2238 98 105 0.308 6.0 Ox0 VIFx 25.5 85.0 st2
LAUNDRY c 972 4 46 0.312 4.0 Ox0 VIFx 23.8 85.0 st2
LOFT h 4042 258 212 0.424 9.0 Ox0 VIFx 10.1 70.0
MBATH c 1828 84 86 0.292 6.0 Ox0 VIFx 31.5 85.0 st2
MBDRM c 4047 127 190 0.417 8.0 Ox0 VIFx 11.6 70.0
MWIC1 h 1149 73 40 0.407 5.0 Ox0 VIFx 13.5 70.0
MWIC2 h 570 36 23 0.460 4.0 Ox0 VIFx 3.9 70.0
STAIRS c 325 11 15 0.439 4.0 Ox0 VIFx 7.4 70.0
wic h 364 23 14 0.279 4.0 Ox0 VIFx 36.7 85.0 st2
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st2 Peak AVF 436 461 0.279 586 12.0 0 x 0 VinlFlx
wright± soft' 2018-Aug-08 10.39:51
C w„ Right -Suite® Universal 2018 18 0.27 RSU23828 Page 2
BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
Name
Grille
Size (in)
Htg
cfm)
Cig
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb2 Ox0 947 947 0 0 0 0 Ox 0 VIFx
wrightsoft' 2018-Aug-08 10:39,51
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41 ...BayMGRE\Lot26KensingtonReserveEsteroBayMGRE.rup Calc - MJ8 House faces: E
lei 1.61 1IWN&]'Ilkby,X4AILO]` WOUT elkll=Iat0]:71111111 =I:7L1
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot26KensingtonReserveEsteroBayMGRE Builder Name: RYAN HOMES
Street: 3721 HANWORTH LOOP Permit Office: SANFORD
City, Slate, 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 an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs 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 air tight and IC rated.
Plumbing and wiring Bari 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
Pxtpnfi hPhind piping and wiring,
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
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sorinkler cover l2lates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
8/8/2018 9:59 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
I I EXTENDED LANAI I I
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with Florida Residential Building Code—M1602.4------I6'_0'x"I'-m' o_H_— ` =
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balanced return air. - ________ _______
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to roof cap
w /dryer vent box
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platform by
bldr
Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 26, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR /. CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 46
LOT 25
W
O
DO ~
7
172.86' B
0 - - - - - - - - - - - - - - -
PC)
LIGHT POST PER -
DRAIN. PLANS -
LOT 45
S 00019'09 " E
60.00'
LOT 26
28.80'
EXTENDED LANAI
30.0'
28.80'
c
C4
10.00'
10.0'
o
PROPOSED RESIDENCE
MODEL: ESTERO BAY-M
2 CAR GARAGE RIGHT
0
1•
3.5'x7.0'
AC
10.00'
19.3,
c ENTRY cO19.3, ai
20'7'
10.00'
16'
WALK
DRIVE
28.20' iI
25.20' 25.20'
10U77L. ESMT. 16'
4'
CONC. WALK B.
B.) S 00019 09" E 22
LOT
44 I
I
I
HANTYORTH
LOOP 50'
PRIVATE R/W) f3
P 18 - 35 52 Xlir\'
Gjq— DATFJO-* Ok
to construct single family home with
setbacks and impervious area shown
on plan. 97.Ll% , 64-
evb Bay- m , 6-g 6.
50' . LQ
LOT
27 I
PROPOSED -
FINSHED SPOT GRADE ELEVA77ONS PLOT PLAN ONLY NOT A SURVEY FROND PER
DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR o 20' bra
PROPOSED DRAINAGE FLOW ?CFO IMPERVIOUS COVERAGE - 2,718E SQUARE FEET OR 39.4% SIDE - 5' FOR 40' LOTS LOT
GRADING TYPE A ? OQO LOT CONTAINS 6.900t SQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED
FINISH FLOOR PER PLANS - 26.8' LIVING AREA CONTAINS 1766t SQUARE FEET SIDE o 10' FOR 75' LOTS QQ
CONC/LANAI/PORCH CONTAINS 953f SQUARE FEET SIDE STREET - 25' CRUSETNMETYETR-
SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND -
LEGEND - 5400
E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 POINT
P • PUT PLTL . PT ON LINE NOTES` F • xU, TYP. • I.
P.N@I PIPE PAL • POINT Or REVERSE CURVATURE IA.
DROP AM POL - POINT or COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY COUF Y THAT THIS SURVEY MEETS THE STAEDNRDS OF PRACRCE SET FORTH BY THE FLOA04 BOARD OF CA •
CONCRETE IOMO?R BAD. • RADIAL PR'OESSfONN. SLOh" RS AND MAPPERS M CHAPTER &J 17 FLORIDA AOiDNISTRATIVE CODE PURSUANT TO SECTION 472.027, FLOROA STATUE SET
LA. • 1/Y IA../BLB 45% NA. - 1O-RAIDAL 2. UNLESS 04BOSSED WITH SURVEIORS MMTIARE AND ORICMAL RAISED SEAL, THIS SURREY MAP OR COPIES ARE NOT VALID. REC.
RECOVERED VA • VITNCSS POOR A THIS SURVEY WAS PREPARED FROM TITLE WMIATTON ROMSNED TO THE SIRIVEMIL THOSE WY BE OTHER RESTRICTIONS PDX •
POINT CF BEGI NUM CALL . CALCULATED OR EASEMENTS THAT AFFECT THIS PROPENTY. P.
O.C. . POINT OF COMMENCEMENT ENTFAA • PERMANENT RM743ME MONUMENT 4• NO UNDEiOR01MD OLPROVENENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. t
CENTERLI E rf. FDNIS/ED FLLIDR ELEVATION NAD .
NAIL L DISK BSL • BUILDING SETBACK LINE I THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERllF= TO AND SHOULD NOT BE RELRD UPON BY ANY OTHER ENITR•. R/
W RUNT -CV -WAY BA • BE CHMARK 6 OMENSIONS SHOWN FOR THE LOCATION OF WPROVEME TS NEREDN SHOUA NOT BE USED TO RECONSTRUCT BOIAN6IRY IDLES ESTTT. -
EASEIENNT SUL - BASE REARING 7. BEA W= ARE RASED ASSUANED DATUM AND ON THE LINE ROM AS BASE BEAHNO (ELM) DRADL -
DRAINAM B. ELEVADONS IF SHOWN. ARE BASED ON MATIOHV. GEODETIC VERTM DATUM OF IRM UNIM OTHERWISE NOTED. UTILITY
CCHINLINKFENCE - 9. CERDr1C4TE OF AUIHORIM"ON No, 43M ' VLF[ •
VOOD FENCE C/
B• CONCRETE BLOCK SCALE 1' 20'-----4 DRAWN BY: •.• P.
C. PODT Ir CURVATURE P.
T. POINT OF TANGENCY CERTIFlED BY DATE ORDER No. DESC. •
DESCRIPTION R . •
RADIO PLOT PLAN 08-06-2018 4967-18 D ..:.
LTTOEN H
REVISED
PLOT PLAN (DRAIN. INFO) 08-30-2018 CB. -
CIORD KARING . ;. NORTH
THIS
BWLDINC/PROPEIM DOES NOT LIE WITHIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM- TOM X. CRUSENMEYER. R.L.S. / 4714 ES
W. SCOTT. R.LS / 4801 ZONE '('
MAP / 12117CO09OF (09-28-07)
ej.D .
1 o Z < OwS 1 N L-TV rJ RE> RECORD COPY
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RECORD COPY
t
n City of Sanford
Building and Fire Prevention
Product Approval Specification Form
vi D
Permit # # 1 8• 3 5 3 2
Project Location Addres 1,Z (
SANFORD
As required by Florida Statute 553.842 and Florida Administrative 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
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including 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 Underlayment 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
a
O
U
dt=TRUSSESQ)Aml RO F
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT: KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT-26 / MODEL:ESTERO BAY / ELEV:M / GAR R
JOB#: 73150
MASTER#: WRCEB2ML
OPTIONS: EXTENDED LANAI
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 WRCEB2ML A-1 Roof Trusses
JOB #73150 4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block: Model: ESTERO BAY v2
Address:
LOT #26 Subdivision:
City: County: Orange 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: FBC2017lTP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 60 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 61G15-31.003,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
1 A0087870 A01G 7/27/18 13 A0087882 C01 7/27/18 25 A0087894 006 7/27/18
2 A0087871 A02 7/27/18 14 A0087883 C01GE 7/27/18 26 A0087895 FG1C 7/27/18
13 A0087872 A03 7/27/18 15 A0087884 C05E 7/27/18 27 AO087896 FG2 7/27/18
4 A0087873 A04 7/27/18 16 A0087885 CA 7/27/18 28 A0087897 FL01E 7/27/18
5 IA0087874 A05 7127/18 17 A0087886 CAB 7/27/18 29 A0087898 FL02 7/27/18
6 A0087875 A06 7127/18 18 A0087887 CJ2 7/27/18 30 A0087899 FL03G 7/27/18
7 A0087876 A07 7/27/18 19 A0087888 CJ3 7/27/18 31 A0087900 FL04 7/27/18
18 A0087877 A08 7/27/18 20 IA0087889 CJ3B 7/27/18 1 32 A0087901 FL05G 7/27/18
19 A0087878 At 5G 7/27/18 21 A0087890 CA 7/27/18 33 IA0087902 FL06 7/27/18
N1110 A0087879 B05G 7/27/18 22 A0087891 CJ5 7/27/18 34 A0087903 FL07G 7127/18
A0087880 B06 7/27/18 23 A0087892 CJ5B 7/27/18 35 A0087904 FL08 7127/18
12 A0087881 1 B07 7/27/18 24 A0087893 I D05E 7/27/18 36 A0087905 FL09G 7/27/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof 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 seat 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 respon ty of
building designer, per ANSI/TPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based or
construction documents (also referred to at times as 'Structural Engineering D nents
provided by the Building Designer indicating the nature and character of the Wft"v T Tombo III
The design criteria therein have been transferred to Anthony Tombo III PE by [I )of
Trusses or specific location]. These TDDs (also referred to at times as 'Structi 3elegau:a
Engineering Documents') are specialty structural component designs and may Lart of the
projects deferred or phased submittals. As a Truss Design Engineer (.e., Sp(
Engineer), the seal here and on the TDD represents an acceptance of professi
engineering responsibility for the design of the single Truss depicted on the TDD only. The
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 Anthony Tombo III, P.E. SERIAL #:
related notes.
3B BC A2 2100 00 00 00 4C 12 87 DF
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 WRCEB2ML
No. Seal # Truss Name Date No. Seal # Truss Name Date
37 A0087906 FL10 7/27/18 75 STDL15 STD. DETAIL 7/27/18
38 A0087907 FL12 7/27/18 76 STDL16 STD. DETAIL 7/27/18
39 AO087908 FL13 7/27/18
40 IA0087909 FL14 7/27/18
41 A0087910 FL15E 7/27/18
142 A0087911 FL16G 7/27/18
143 A0087912 FL20 7/27/18
144 A0087913 1-1J5 7/27/18
45 IA0087914 HJ6 7127/18
146 1 A0087915 HJ7 7/27/18
147 IA0087916 1-1J713 7/27/18
I48 A0087917 J5 7/27/18
49 A0087918 J6 7/27/18
150 A0087919 J7 7/27/18
151 A0087920 J7B 7/27/18
I52 1 A0087921 L01G 7/27/18
153 IA0087922 L02 7/27/18
154 A0087923 L03 7/27/18
155 A0087924 MG7C 7/27/18
56 A0087925 V06 7/27/18
157 A0087926 V10 7/27/18
158 A0087927 VM2 7/27/18
159 A0087928 VM4 7/27/18
160 IA0087929 VM6 7/27/18
61 1 STDLOI STD. DETAIL 7/27/18
62 STDL02 STD. DETAIL 7/27/18
63 STDL03 STD. DETAIL 7/27/18
64 STDL04 STD. DETAIL 7/27/18
65 STDL05 STD. DETAIL 7/27/18
66 1 STDL06 STD. DETAIL 7/27/18
67 1 STDL07 STD. DETAIL 7/27/18
68 STDL08 STD. DETAIL 7/27/18
69 STDL09 STD. DETAIL 7/27118
70 STDL10 STD. DETAIL 7/27/18
71 STDL11 STD. DETAIL 7/27/18
72 STDL12 STD. DETAIL 7/27/18
73 STDL13 STD. DETAIL 7/27/18,
74 STDL14 STD. DETAIL 7/27/18
Page 2 of 2
Job Truss Truss Type city Ply
WRCEB2ML IA01G Hip Girder 1 1
A0087870
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13.33 08 2018 Page 1
ID•ta7uotTo57oOtNC WmTn2mQyhggX-kdSQgpo2XOklwEji4tHKwmnHXX7U239OSgEOoSytsgf
it-0-p 4 6- 7 0 0 12-1 6 17-4-7 22-7-9 27-10-10 33 0 0 35 5-9 , 40-0-0 41-0-p
5 4 r7 2-59 51-6 53-2 53.2 I 5-3-2 51-6 2-59 4-6-7
Dead Load Dell. = 9/16 in
21
41 42 20 43 44 19 45 46 47 18 48 49 50 17 51 52
16
6x12 =
4x4
7x 14 MT20HS=
4x4 =
4x8 = 7x14 MT20HS=
4x4 =
6x12 =
LOADING(psf) SPACING- 2-M CSI. DEFL. in' (loc) I/deb Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.53 18-19 907 360
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 1.06 18-19 452 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 14 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E 'Except*
T233: 2x6 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W3: 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 3-0 ,
Right 2x6 SP No.2 3-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-9-7 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 7-9-13 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 = 3370/0-3-8 (min. 0-2-13)
14 = 3371/0-3-8 (min.0-2-13)
Max Horz
2 = 59(LC 31)
Max Uplift
2 = 642(LC 4)
14 = 642(LC 5)
Max Grav
2 = 3370(LC 1)
14 = 3371(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2100/362,3-4=-6514/1204,
4-5=-6697/1228,5-30=-9217/1663,
30-31=-9219/1663, 6-31=-9223/1663,
6-32=-10741/1908,32-33=-10741/1908,
33-34=-10741/1908,7-34=-10741/1908,
7-35=-10736/1904,8-35=-10736/1904,
8-9=-10736/1904,9-36=-10736/1904,
36-37=-10736/1904,37-38=-10736/1904,
10-38=-10736/1904,10-39=-9226/1664,
3940=-9222/1664, 1140=9220/1664,
11-12=-6698/1228,12-13=-6514/1204,
Continued on page 2
TOP CHORD
2-3=-2100/362, 3-4=-6514/1204,
4-5=-6697/1228, 5-30=-9217/1663,
30-31=9219/1663,6-31=-9223/1663,
6-32=-10741/1908,32-33=-10741/1908,
33-34=-10741/1908, 7-34=-10741/1908,
7-35=-10736/1904,8-35=-10736/1904,
8-9=-10736/1904,9-36=-10736/1904,
36-37=-10736/1904,37-38=-10736/1904,
10-38=-10736/1904,10-39=-9226/1664,
39-40=-9222/1664,11-40=-9220/1664,
11-12=-6698/1228,12-13=6514/1204,
13-14=2100/362
BOT CHORD
2-21=-1010/5824,21-41=-1044/6231,
41-42=-1044/6231, 20-42=-1044/6231,
20-43=-1560/9274,43-44=-156019274,
44-45=-1560/9274,19-45=-1560/9274,
19-46=-1795/10741,46-47=-1795/10741,
18-47=-1795/10741,18-48=-1565/9278,
48-49=156519278, 49-50=-1565/9278, 17-50=-1565/
9278, 17-51=1050/6232, 51-52=-1050/
6232, 16-52=-1050/6232, 14-16=1020/
5825 WEBS 520=-605/
3636,
6-20=-1685/449, 6-19=-277/
1762, 7-19=-658/268, 9-18=-642/
266,10-18=-271/1752, 10- 1 7=-
1 6831448, 11-17=-606/3639, 4-21=-84/
676, 12-16=-84/676 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; 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) 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. PLATES GRIP
MT20
244/190
MT20HS 187/143
Weight: 272 lb
FT = 10% 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-" wide will fit between the bottom chord and
any other members. 7) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jt=lb) 2=642, 14=642. 8) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 253 lb down and
176 lb up at 7-0-0, 123 lb down and 74 lb up at. 9-
0-12, 123 lbdown and 74 Ib up at 11-0-12, 123 lb down and
74 lb up at 13-0-12, 123 lb down and 74 lb up at
15-0-12, 123 lb down and 74 lb up at 17-0-12, 123
lb down and 74 lb up at 19-0-12, 123 lb down and 74 lb
up at 20-11-4, 123 lb down and 74 lb up at 22-11-
4, 123 lb down and 74 lb up at 24-11-4, 123 lb down and
74 lb up at 26-11-4, 123 lb down and 74 lb up at
28-11-4, and 123 lb down and 74 lb up at 30-11-4, and
253 lb down and 176 lb up at 33-0-0 on top chord, and 345
lb down and 59 lb up at 740-0, 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 15-0-12, 88 lb down at 17-0-12, 88
lb down at 19-0-12, 88 lb down at 20-11-4, 88
lb down at 22-11-4, 88 lb down at 24-11-4. 88
lb down at 26-11-4, 88 lb down at 28-11-4, and
88 lb down at 30-11-4, and 345 lb down and 59 lb up
at 32-11-4 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). LOAD CASE(S) Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25 Plate Increase=1.25
Uniform Loads (plf) Vert:
1-5=-60,
5-11=-60, 11-15=-60, 22-26=-20 Concentrated Loads (lb) treoe.
hry e wrl.
rr
r h'1I Ix} ItiSSFI jf[LLErj Grill RWt 1 Eolalunusl0xj Ic1.T, 7(EICRNIIP Yr+. Ivtl fn/ Mm m d rt9 rw, nt Im, kvp knq IICP, r Or 1G I I IRM0. E I Ekm, Len,M n, tln, mr.or urJ «m mr.y mnsrv w«rw dlsn«
nvarinu Egr p,.srnanrpruu«mn4nrm myso4r ar pegm wurrrre*rgaMssir.rnrrE.d.EFl.tre.n,.rmnralua«.wrat Anthony TTombo111,PE duAk,Emfk«iWlyhb,upY!
1hD.r.MOm,rand,RfrbNdFgRuM•,.o,mm,IdllLmCdO,hdlrlgiVedlM.1,g1mY/M1EYd;Id1.u i,Emta1 Y fifrnra,.6u 4h«dk udhYn,rycSlnJ .80083 rtxerlinperf eo. el n,
re e101dm,rrt„1e A6ee,dr}leftgr 1EnE t r lhnldLllnrrhealypelMa! mitl.,Mrn,l,.er,eannsac+.ln,RspEy,.1rms.,rc+.,.s„ 44515t. Lucie Blvd. d.1 ednel llrfexra
geel q«o.aghar:n wd,d hlm,G,rrEA nheCl dlfigksie,lasfryte Eerr r'gedq Omnsd ro nnldnlo lKl. Fort Pierce, FL 34946 Gpyrilll01111A-1led lressrs-Whey
1.lecbeIII. Pl. tepnbmnelA® nleem,i. sly two, nirolilad iAenthe +rinnpermisunhem Adleaf her.E. sses-Whay1.lento111,
Job Truss Truss Type Qty Ply
WRCEB2ML A01G Hip Girder 1 1 A0087870
Job Reference (optional)
Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33 08 2018 Page 2
ID:ta7uotTo57o0tNC WmTn2mQyhggX-kd5Qgpo2XOklwEji4tHKwmnHXX7U2390Sg EOoSytsgf
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 5=206(F) 8=-123(F) 11=206(F) 21=-345(F)
16=-345(F) 30=-123(F) 31=-123(F) 32=-123(F)
33=123(F) 34=-123(F)35=-123(F)36=-123(F)
37=-123(F)38=-123(F)39=-123(F)40=-123(F)
41=-70(F) 42=-70(F) 43=-70(F) 44=-70(F) 45=-70(F)
46=70(F) 47=-70(F) 48=-70(F) 49=-70(F) 50=-70(F)
51=70(F) 52=-70(F)
q Rnrlunld r n.h YYrmnnsoi <utrYarutrEnnA101M[nM10111 nr;uutnf1Mrtr,.fit rwP--MWSdnrun.hrTIES kWt,r4gjT ;.rwnr yaILdvrmnwnw5rrno r,rev.duedobm,.y sll'-
101-"
s1'*
11b-
llrinl!db pdEftW op-9.4.01q YYb trtpol ;k Lmbral ob TODrl md.W lYlwPm'*—lKgor®111'*7Anthony T. Tombo III, P.E.' :80083
4g5t
5t Lucle Blvd..hnrrnwnalrnStopIqh10isoWon1,..1!rsF,.Imp.dor W mmodS4Wn..h[od.MI ri
01016AIflhnses1Ani..11.ch.Ill,?.Lhr.l.d'u.dAni.mcmf,i.nlr Fort
Pierce, FL34946 711„
T P 1 .itp!a13dd.illeenAtrrirtopermittm6.oA Ipcollrnttl A.Awrl.Iwkcm,f[.
61
Job Truss Truss Type Qty Ply
A0087871
WRCEB2ML A02 Hip 2 1
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:09 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-Cpfol9pglis9YOlveboZTzKThwPTnbYAgK ZKuytsge
6 3 2 9 0 0 16-4-9 23-7-7
I
31-0 0 33$14 , 40 0 0 41-0 0
6-3-2 A 7-4 9 7-2-13 7-9 2 8 14 6 3 2
5x8 =
3x4 = 4x6 = 1.5x4 II
5.00 12 5 6 7 8
1 5 4
5x8 =
5x4 //
Dead Load DO = 5/16 in
x
4 10
4x8 3 4x8
3 11
12
500 II
19
18
17 16 75
14
3x4 =
4x6 —
3x4 = 3x10 =
4x6 —
3x4 =
5x10 II500II
19
18
17 16 75
14
3x4 =
4x6 —
3x4 = 3x10 =
4x6 —
3x4 =
5x10 II
9-0-0 1649 23-7-7 31- 0 40-0-0
9-0-0 7-9 7-2-13 7-4-9 94-0
Plate Offsets (X,Y)— 2:0-0-7,Edgel, [5:0-5-12,0-2-81, [7:0-3-0,Edgel, 19:0-5-12 0-2-81, [12:0-6-7,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.32 17 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.66 16-17 729 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.18 12 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.39 16 999 240 Weight: 206 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except'
132: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-M,
Right 2x6 SP N0.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-17, 6-16, 9-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 74(LC 16)
Max Uplift
2 = 498(LC 8)
12 = 498(LC 9)
Max Grav
2 = 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-527/0, 3-4=-2921/1995,
4-5=-2827/1954,5-6=-3665/2557,
6-7=-3665/2557,7-8=-3665/2557,
8-9=-3665/2557, 9-10=-2827/1955,
10-1 1=-2921/1995,11-12=-527/0
BOT CHORD
2-19=-1647/2593,18-19=-1546l2618,
17-18=1546/2618,16-17=-2240/3665,
15-16=-1549/2618,14-15=-1549/2618,
BOT CHORD
2-19=-1647/2593,18-19=-1546/2618,
17-18=-1546/2618,16-17=-2240/3665,
15-16=-1549/2618,14-15=-1549/2618,
12-14=-1652/2593
WEBS
5-17=-804/1291, 6-17=-498/469,
8-16=-458/468,9-16=-804/1292
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) 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 bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=498, 12=498.
LOAD CASE(S)
Standard
Iran -tter+e."o n•.• W 1I ua 1`115mi)WErt artut I1M a (MICIS Ofnx flnr, t[utr rrter r,.,1.11 k p Mown d.I do n, Im, M p 1r gII[P ar d him I I.r4 e E hieen 9m Nre ne Ed.s er ..• roes. M m,.y
I At— tncro,est,smund t.t111•wl etelrru kDt Egr.pe, Sloet E.p mu.glll,gnem..vpoe,w,e..p.iq ny.W/>tY eIn}d,rp ensl mlwY101 ed!,d Rl hlnp nva/u Meq,.mw>.vtl Anthony T. Tombo Ill, P.E
I d,vdtlhlnfrr.EWLgnh,etrtdJme Aen.hO•nir a:Mrpl tY1aN:ghnpr,.treema,InIC,5,d6bdMlgn4dlFl.thglmd ee101dwEdln,At4lm,.r1 gkamge.nilA,b.dknquiwM1,nyo ilne s80083
ikhdgrswe.re.r AD-,tem. ti nodol re,d*,Ieon,Idwrlc e.,ou•gl .e.pagl rinMAWW—d—ds.p er•—• mlr1.11any-+rsdnnoul,n,nuF.Ar%son-pEq,nWT—bennr,as„s
rse.w leer ry. ne•o gd,. .rog h rrn Ewa rk to n * [q.n h m oe wg nrpe, n ln:s lla9a E.e / g M1q N g21aA *m — fihd. M1
445 i
en
Lucie
3494FortPierce, FL 349 6
bptritYt02016A-I loci lresses-Aabgl.letleW,r.E. tepre/attindtiisdounteeLu.ql.a,isp.iiiid.ideNtic +nnnperoisunbwblkdlmus-A.firr1.bo:.III,?.L
Job Truss Truss Type Qty Ply
WRCEB2ML IA03 Hip 2 1 A0087872
Job Reference (optional)
Kun: o. izu s NOV 1Z Z111 r rnnr. 6.1ZU s NOV 1Z Z01 r ME I ek Industries, Inc. Fri Jul 27 13:33:10 2018 Pagel
I D:zR S RE V FepZFZ_OLY7 U9j Iztn LFy?DAFU pJ 3?_OAYt5C I JoO B tfwKj P W 2pJv_j7sLytsgd 1
S$15 11 0 0 20-0-0 29-0-0 34-3 1 40-0 0 1 5815
5-3-1 9-0-0 9-0-0 531 5$15 5x6 =
7x10
MT20H3= 5x6 = 7
Dead
Load Defl. = 5/16 in 16
14 "' "' 12 4x6 =
1.
5x4 II US = 5x10 II Sx10
II US =
4x6 =
LOADING (
psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.30 14-16 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.61 14-16 781 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.37 14-16 999 240 Weight: 203 Ib FT = 10% ' LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2x4 SP M 30 'Except' 82:
2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 2-0-0, Right
2x6 SP No.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 1-4-12 oc bracing. WEBS
1
Row at midpt 6-16, 6-12 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1660/0-3-8 (min.0-1-15) 10 =
1660/0-3-8 (min.0-1-15) Max
Horz 2 =
89(LC 16) Max
Uplift 2 =
473(LC 8) 10 =
473(LC 9) Max
Grav 2 =
1660(LC 1) 10 =
1660(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-729/0, 3-4=-2933/2064, 4-
5=-2766/1905,5-6=-2541/1855, 6-
7=-2541/1855,7-8=-2766/1905, 8-
9=-2933/2064,9-10=-729/0 BOT
CHORD 2-
16=-1714/2609,15-16=-1952/3225, 15-
25=-1952/3225,14-25=-1952/3225, 14-
26=-1952/3225, 13-26=-1952/3225, 12-
13=-1952/3225,10-12=-1719/2609 WEBS
4-
16=-1 30/284, 5-16=-281/644, WEBS
4-
16=-1 30/284, 5-16=-281/644, 6-
16=914/553,6-14=0/346, 6-
12=-914/553, 7-12=-281/644, 8-
12=-130/284 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=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)
All plates are MT20 plates unless otherwise indicated.
5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) '
This truss has been designed for a live load of 20
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.
Opsf. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except at --lb) 2=473. 10=473. LOAD
CASE(S) Standard
rn.
r teve..rr•r.n'rErxrnlssEst'[n[Erlari nrxsaElAfR$f1Sur{mr,:mrna;.Er, .rr:rv Nnrn,drtim,mun,rrip rnq drin.rE EararE.Nrmlrnrlre r.Hbrer.mardnaln,.y Widrr.
raeWrnMhYtAYw.N l:rinu rrq [gripe. Sre bp!r;ubrnot lllrgagoeepn brtytnd o{Yry mre:dS7iYdlw'/bsgeEnlMmlwd Nr r¢. rnttil lr Lwp nugen hdqurmwt >q Anthony T. Tombo 111, P E. dnrasiEnffugEnlfarnhngwr3r!rJorAvr60.aitr+rvrl rn6rrill,gDeu r,ndmm rapnLir d4hdlaJyidrdtM1Enrgxnd hlDlN Edlnrd6r[ma.drybfirwigr.WtderdYv{bllrrinryLiiln a80083
Wlrtyhrpcdrrextunx: tb M bl Nrdu nn l pl$ntdbr pdYq(go+IEeR F6wnPnfj r4htldh[>f dlkl oe:renlr Par1pr.b-thl0*1 L:npi—ft—1 Wtr.OmR er hrfr.
wlrEwl ltrEnM qed nnn.myharrn mini tktnu Gb Egarhrn6t:lr/tetp,nln:ISEn,r E purfrrWq IDr fxelr•onnbhNb Rll bEm:
r,rn Win` 44515t
Lucie Blvd. Fort
Pierce, FL 34946 Lp}
iirMO}Ul bliwlbr[ses-ArEiagl.l¢4W.1.1. tepnlroiarddnd aoeC,urgfr,upoliludwi6enESe+rittnpereituuhroA-Ikdlmur AnSrrl.lroldEl,iE.
Job Truss Truss Type Oty Pry
A0087873
WRCEB2ML A04 Hip 2 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13,33:10 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-g?DAFUpJ3?_OAYt5CIJoOBtdJ Kmq W2xJv_j7sLytsgd
1 6 7-12 13 0 0 20-0-0 27-0-0 33.4-4 40 0 0 1
6-7-12 6 4 4 7- 0 7-0 0 6-44 6VOW2
5x6 =
1.5x4 II 5x6 =
v ,a 14 .. ... ._
Dead Load Defl. = 3/8 in
3x4 = 4x6 =
3x8 =
4x6 = 30= 5x10 II
Sx10 II
10-1-12 204)-0 29-10-4 40-0-0
16-1-12 9-10-4 9-104 10-1-12
Plate Offsets (X Y)-- 12:0-6-7 Edge) [5:0-3-00-2-4] [7:0-3-0 0-2-4] [10:0-0-7 Edgel LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.39 12-14 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.74 12-14 647 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 10 n/a n/a BCDL
10.0 Code FBC20171TPI2014 Matnx-MS Wind(LL) 0.35 14-16 999 240 Weight: 203 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP M 30 'Except' T2:
2x4 SP No.2 SOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 2-0-0, Right
2x6 SP N0.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 5-3-14 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 =
1660/0-3-8 (min.0-1-15) 10 =
1660/0-3-8 (min. 0-1-15) Max
Horz 2 =
104(LC 16) Max
Uplift 2 =
447(LC 8) 10 =
447(LC 9) Max
Grav 2 =
1660(LC 1) 10 =
1660(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-004/0, 3-4=-2972/2098, 4-
5=-2750/1948, 5-6=-2751/2048, 6-
7=-2751/2048,7-8=-2750/1948, 8-
9=-2972/2098,9-10=-604/0 BOT
CHORD 2-
16=-1746/2652, 15-16=-1379/2351, 15-
25=-1379/2351,14-25=-1379/2351, 14-
26=-1380/2351,13-26=-1380/2351, 12-
13=-1380/2351,10-12=-1751/2652 WEBS
4-
16=-235/410,5-16=-155/419, 5-
14=-296/663, 6-14=-466/462, WEBS
4-
16=-235/410, 5-16=-155/419, 5-
14=-296/663, 6-14=466/462, 7-
14=-296/663, 7-12=155/419, 8-
12=-235/410 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; Encl., GCpi=0.18; MWFRS (envelope) and
C-C, Exterior(2) zone; cantilever left and right exposed;
end verfical 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, with BCDL = 10.
Opsf. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except (jt=lb) 2=447, 10=447. LOAD
CASE(S) Standard
r.
q rk. 6— bran re'll MnmrstulnUrdu Tim etnan[nrrnox(curuurn elrrs rrfihxrr mrsd ebrn.n,hr,ee re.yjrCv.rlil rl r rarrtmm,Sre.sr re, ah,esr..rAtdrrmA,y nm,vm,
ra,unreuehrrD rdl rsrm„r.,t.pe.L rhrx',nrAr.sin,¢Dins..rerAnr brerrnuspArs.yrh.u i ra,reo.ry.rnFr n pn+,amhrgam.,.,wra1 I rrrAm
l,,r.sudr.rmrr su Ae.mM.ao.a r ed.rr.0 ror.r,,..,mpnA aTiL s!IhhdFafatu4dRl.l,spndAr pldr trtln,AhinstdK l 4;a e.nN rdYev{.YYYny.ss+nA Anthony Tv 80083 III, P.
E. rrxegln*e
Iresx.rlu,Wer.rlCGdr ndrdA,Ao,ME/q(qum4tlMYSUrP01rWkAHAd41tln6mrrrndrd enFlrSr,L,n a.lsrs Ira,Ai•Ln,Agr.L.,lnp[gr ffms4 esn,ans B0083 rm.
wrA.
rtrrc..,a.rryr..mgharrn A mr.s,rur[.r..h¢sat yrrm,.l.,,srn.o r.AorrA> rrma A .,.wA.rar 4451 Lucie
Blvd. Fort Pierce,
F FL 3494946twitNO?Olt
A-1[III h.sses-AnYagl.lche11Lr1. hpnM1owoftkniermrm,uIII IMF* ispoblM.ideMthe writers pemnsiss hem A-lledlnsses-Aethurt Tests 19,l.l.
Job Truss Truss Type Qty Ply
WRCEB2ML A05 Hip 2 1
A0087874
Job Reference (optional) ,
I•tun: 8.12u s uec 11 2011 Pnnt: 8.120 s Nov 12 2017 MTek Industries, Inc. Fn Jul 27 13 33:11 2018 Pagel
ID:zRSREVFepZFZ_OLY7U9jlztnLF-8CmYSggxqJ6tniSHmOrl YOPobk3uFYbT8eTgPnytsgc
1-0 7-7-12 15-0-0 20-0 0 25-0 0 32.4-4 40-0-0 1
7-7-12 7-44 5-0 0 5-0 0 7 4 4 7-7-12
5 00 12
5x6 =
3x4 = 5x6 =
Dead Load Dell. = 5/16 in
19 "' 17 "' "' 16 "' 14
Sx10 II
1.50 II 46 —
3x8 = 3x8 =
4x6 —
1.5x4 II 500 II
7-7-12
7-7-12
LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.36 16-17 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.70 16-17 690 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.18 12 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 17-19 999 240 Weight: 213 lb FT = 10%n
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0.
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
4-17, 7-17, 7-16, 10-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 119(LC 12)
Max Uplift
2 = 46(LC 12)
12 _ 446(LC 13)
Max Grav
2 = 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-572/91, 3-4=-2967/2075,
4-5=-2506/1777, 5-6=-2490/1806,
6-7=-2247/1770,7-8=-2247/1770,
8-9=-2490/1806, 9-10=-2506/1777,
10-11=-2967/2075, 11-12=-572/91
BOT CHORD
2-19=-1722/2652,18-19=-1722/2652,
17-18=-1722/2652,17-28=-1363/2348,
28-29=-1363/2348,16-29=-1363/2348,
15-16=-1727/2652,14-15=-1727/2652,
BOT CHORD
2-19=1722/2652, 18-19=-1722/2652,
17-18=-1722/2652,17-28=-1363/2348,
28-29=-1363/2348,16-29=-1363/2348,
15-16=-1727/2652,14-15=-1727/2652,
12-14=1727/2652
WEBS
4-17=498/526, 6-17=-298/565,
7-17=331/174, 7-16=331/174,
8-16=298/565, 10-16=498/526
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) 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, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=446, 12=446.
LOAD CASE(S)
Standard
m.y. r.•n. rr •s 11xd nnLn(1n Ir1 ar;ul rtna a twxnul trsnx 1rr<r; nucrurrur hr, r.rn r,p pu9n d nn. m rn„ ..ytrtd+, d a ul.r t I.f. n r I. rn..,. tsen sd•. n. me., m,.n. and w,u 1or,.y
rutaaeearo unn redlsrw u n.I—ksplq.ep,.slnquq..lmv+..lm,gram ,.-darrrt,wod.P. 4.014b Doenp4a,.;rt.nMme.mfa.l,'mis .I tia n.,v..nayum.t ue AnthonyT. Tombo ill, P.E.
I d..4anln r.rwmrndm bwaro.r.aa.a,eacdrp.dwe,pony•,.r.nnaneLmadeedl.r nu.ettilI.Wr,z4arad..san.aulnn.figw m,q.n "Willrqurwr.na.wu4 80083ariryisrcdleeroe.u.nm.n.moraK.an.f aml.ey(.gmo eb.o.rarrlw.lHAoewsmd.nay+Ft.umrafsarty.vws.lr.netumap.,un,uPrga..srM,ra.ers.,.n, 4451St. 0083
Blvd.
SrmuW..ilr.fa e q.dw.rR,q hrO prn,n,h.i hlnutv,p[gmU.Cldt[fyksp.., ulna Sre.F,p..iq. NmaesA M,n. Msl.Rll lppitM01616Ad6..
hisses-Arr6a11.lwhIll,p.Lteprdrdio.rltlnbmoem,iontlun,ispm6l"ed.iAertr6e+rine.pemissionhowA-ltoollnsses-Whinrt.lmblll,/t Fort
Pierce, FL 34946
Job Truss Truss Type Oty Ply
A0087875
WRCEB2ML A06 Hip 2 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Jul 27 13:33:12 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLFcOKxgArZbd EkPsl TJjMG5cyz58Rc_? 1 cN ICDxDytsgb
1-0 p 8-9-3 17-0-0 I
23 0 0 31-2-14 40-(-0 41-0i0
8-9-3 8 2-14 6 0 0 8-2-14 &9 3
5x8 =
5.00 f 12 5x6 = Dead Load Defl. = 3/8 in
6x6
q 4
6x6
7
V
A
q 1 2
4x6 %
3
I
Ur2 w2 4x6
8
9 10 Y
fd
16
t5
14
25
13
12
11
1.5x4 II
4x6 — 3x4 = 3x8 =
4x6 —
1.5x4 II
Sx10 II
Sx10 II
8-9-3 17 0 0 23 0 0 31-2-14 40-0-0
8-9-3 8 2-14 6 0 0 8-2-14 8-9-3
Plate Offsets (X,Y)— 12:0-6-7,Edge), [4:0-3-0,Edg!],[5:0-5-12 0-2-81, [6:0-3-0,0-241, [7:0-3-0,Edge), [9:0-6-7,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.26 14-16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.60 14-16 >795 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.19 9 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.31 14-16 >999 240 Weight: 210 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T3: 2x4 SP No.2, T1: 2x4 SP 240OF 2.0E
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x4 SP N0.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP N0.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-Fr1 oc bracing.
WEBS
1 Row at midpt
4-14, 5-13, 7-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
9 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 134(LC 17)
Max Uplift
2 = 464(LC 12)
9 = 464(LC 13)
Max Grav
2 = 1660(LC 1)
9 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-575/0, 3A=-2974/2094,
4-5=-2342/1743,5-6=-2079/1720,
6-7=-2343/1743,7-8=-2974/2094,
8-9=-575/0
BOT CHORD
2-16=-1727/2655,15-16=-1727/2655,
14-15=-1727/2655,14-25=-1148/2079,
13-25=-1148/2079,12-13=-1730/2655,
11-12=-1730/2655, 9-1 1=-1731/2654
BOT CHORD
2-16=1727/2655, 15-16=-1727/2655,
14-15=-1727/2655,14-25=-1148/2079,
13-25=-1148/2079,12-13=-1730/2655,
11-12=-1730/2655, 9-11=-1731/2654
WEBS
4-16=0/295,4-14=-689/656,
5-14=-235/502,6-13=-234/502,
7-13=-688/656, 7-11=0/295
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 gnp 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-M wide will fit between the
bottom chord and any other members, with BCDL =
I O.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=464, 9=464.
LOAD CASE(S)
Standard
e.y rer e...p.rmr.Ir•laIxrImstsi,nlmt¢rmnrxtac7anulnslvl-Inr,uu[arNltrI..kyhurpoo mdmdm,mIns,"n lRc,.rurII I tiln amnnwnw,n, uhsdk-wwd 16I3 1
mlersomriesueeee,el r,morn•1 s,rtreulagle^pe.slnmlt.rmur olln,¢eem ,4d aurv al Nrrus 4eesyelnss ndtmrry rrml.Ira,,rn,e.,awWom iswr Anthony T. Tombo ill, D.E. ZE r.Wn1dknrerkumadlm+.>Ir ywy,.. ar.rr mwan•I.cw, 4 z 80083
rw,lksy,ofc...lA.r„omaekMrrrpM,r rmes4o myW.wlenlr.spar Iwdgn+dwsn,d,dr p e ml4451 5rsss smlr ,rre as<umku,hn,kurlgaorlm,rarM,aS tSt.Lucie Blvd. rfer.
lu itr if- feted qr ee I h dl fcn ne d TinI—N-rteiro Is IN Do14bi k1W,. Ia:t lfee Nper d of e IA m*Lne I,= n m Mal 191 Fort Pierce. FL 34946 eppilk02016Albdhesses-
A.sbogl.L bs111,r.l. teprdm'oedllisloomens,ineqlaaisprok6Be1 iAenAe.rinnpermissinhmAd leaf Imses-Aefiny1.bakeIII, N.
Job Truss Truss Type Qty Ply
WRCEB2ML A07 Hip 2 1 A0087876
Job Reference o tional
mun: o. kzu s uec i 1 zu1 / r-nnt: ef.1Zu s NOV 1 Z Zu1 / MI I eK inoustnes, Inc. Fn JUI 27 13:33:12 2018" Pagel
ID:zRSREVFepZFZ_OLY7U9jlztnLFcOKxgArZbdEkPs1 TJjMG5cy_ABQI_wzcNICDxDytsgb
6 6 8 12-9 3 19--" 21 27-2-13 33-5 8 40-0-0 4.
6 6 8 6 2-1t 6 2-13 2-0 0 6 2.13 6-2-11 6-0 8
5x6 =
5x6 =
5.00 12
5x10 II
4x6 =
3x4 = 3x4 = 3x4 =
3x4 = 4x6 =
19-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.37 15 17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.69 15-17 693 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.18 13 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 18-20 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 6-18, 9-17
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
13 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 148(LC 16)
Max Uplift
2 = 481(LC 12)
13 = 481(LC 13)
Max Grav
2 = 1660(LC 1)
13 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-652/0, 3-4=-2961/2163,
4-5=-2748/1999, 5-6=-2708/2018,
6-7=-2135/1699, 7-8=-1901/1649,
8-9=-2135/1699, 9-10=-2708/2018,
10- 11 =-2748/1999, 11-12=-2961/2163,
12-13=-652/0
BOT CHORD
2-20=-1802/2641,19-20=-1498/2399,
19-29=-1498/2399,18-29=-1498/2399,
BOT CHORD
2-20=-1802/2641,19-20=-1498/2399,
19-29=-1498/2399,18-29=-1498/2399,
17-18=-1014/1901,17-30=-1500/2399,
16-30=-1500/2399, 15-16=-1500/2399,
13-15=-1807/2641
WEBS
4-20=-209/350, 6-20=-90/397,
6-18=-740/670, 7-18=-417/578,
8-17=-417/578, 9-17=-740/670,
9-15=-90/397, 11-15=-209/350
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=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
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, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=481, 13=481.
LOAD CASE(S)
Standard
Dead Load Deft. = 5/16 in
5x10 II
PLATES GRIP
MT20 244/190
Weight: 219 lb FT = 10%
i....
r.tt &..o—r.-11130arm rifutrlirtuu05A10Ixnuunu tKrr,1WER Whni.u,ryk,yro.,.,d..tun n,h.,Inprft"lrts;.aeA.rl I.rtt11.Won Sim Mtn M Idol OF , a"0lhmr.,.Y Y1Ll,
c. o,ra„mee n.(h,dilo..ell,.irn, kuptq.eP..Sr•»IGpe;2ul..tlM,gwmompuAlr FB,unr opubr ry.WaryMe.Inp4o.uj.(n L7 pe1.0.tOD.h .WI!H Anthon T. Tombo 111, PE dn.ds,ln„Y.IWt nb,nr.uitn dlMn.dO.ai,uoeud.pf"hl tarWgr..trnmv taQl,Lo5.16.bdI.Yi{u4dR1 thgfnJ.laI.I01dm4tln.dmlm.l.ill.figmq...,'.le..lYusl,Mrmn.pin.1 r : 80083 SWillhljwll111.,, emr. dlmdnrrmn.tl.een,dmaagt.y.ousegm.o.tmr 4IMWWn,d—W.pl—all .,ti rmau.,rruaa,In,dv..IM,ks,957.,.tlm,r,.....n, 44515t.Lucie Blvd. erm.tenkt.m,
agedn.n.mghaprn..nd nillnunu#t..ant[trelt/Inp.,Innitvah madotr mus1 I.:nantdxl.mL Fort Pierce, FL 34946 GptriphtOtplAbtialLa,e,-
AAA0.rl leaholll,p.
f. tepnbdia.ofdod.omm,iealter.,np,aliludnlAe.nAtrnrteoper.i,tiwh.ubttedln„e,-Aelh.ar1.Ik.toIII,r.l.
A.
Job Truss Truss Type Qty Ply
A0087877
WRCEB2ML A08 Common 1 1
Job Reference o tional
Run: 8.120 s Dec 11 2017 Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13,33:13 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9I IztnLFAauJ1WsBMwMb 1 ?bglRtVdpU8fYogjQOmbyynT44sga
12-9 3 20-0 0
I
27-2-13 _, 33 5 8 40 0 0 4,1-Or0
6 6 8 6 2-11 7-2-13 7-2-13 6112 1126681405A =
500
f 12 Dead
Load DeO. = 5/16 in 3x6
i' 1.
5x4 4
5 4x8 -
5, 3
q12
3x4 !::
7 6
W3
W3 3x4
8
1
15x4G
3x6
9
10 4x8
4x8 11
1
c(
R11 13 d
18
17 27 16
28
15 14 4x6 =
3x8 =
3x4 =
Sx10 II 500
II 3x4 -
46 = 10
s11 20-0.0 2s-0 s 40-0-0 10
5-11 9-" s s s 10-5-11 Plate
Offsets (X Y)— j2.0-6-7 Edge] [12:0-0-7 Edge) LOADING(
psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.35 16-18 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.67 16-18 718 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.17 12 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix MS Wind(LL) 0.35 16-18 999 240 Weight: 209 Ib FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 'Except* Ti:
2x4 SP M 30 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 2-", Right
2x6 SP N0.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 5-2-14 oc bracing. WEBS
1
Row at midpt 7-
16, 8-16, 6-16 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1660/0-3-8 (min. 0-1-15) 12 =
1660/0-3-8 (min.0-1-15) Max
Horz 2 =
156(LC 12) Max
Uplift 2 =
488(LC 12) 12 =
488(LC 13) Max
Grav 2 =
1660(LC 1) 12 =
1660(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-654/0, 3-4=-2959/2172, 4-
5=-2749/2011, 5-6=-2712/2032, 6-
7=-2080/1663, 7-8=-2080/1663, 8-
9=-2712/2032, 9-1 0=-2749/201 1, 10-
11=-2959/2172, 11-12=-054/0 BOT
CHORD 2-
18=-1809/2639,17-18=-1518/2404, 17-
27=-1518/2404,16-27=-1518/2404, 16-
28=-1 520/2404, 15-28=-1 520/2404, BOT
CHORD 2-
18=-1809/2639,17-18=-1518/2404, 17-
27=-1518/2404,16-27=-1518/2404, 16-
28=-1520/2404,15-28=-1520/2404, 14-
15=-1520/2404,12-14=-1814/2639 WEBS
7-
16=-835/1150, 8-16=-7651719, 8-
14=-80/398, 10-14=-211/338, 6-
16=-765f719,6-18=-80/398, 4-
18=-211/338 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
4) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.
Opsf. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Qt=lb) 2=488, 12=488. LOAD
CASE(S) Standard
r.
y nm,e.•,w rene.er•el lttr 111110rituin GI !, nnu IMAC1ns111e{ttrt;uutn-W—i t.s. ht6*p m.em dnAa n•h,lm,ln}MugIRO d AA le.kollri0.1Etd.e: AMNre n, Edm M.uaM wM101,j ulel
mev µrn uar h0e 110•w.N elm,ImPe4r•pe, 4r IhF-rnurwgl7li¢nm,•.a4nFh,a gHe'ul ml.Wl bd4s#ia. sglelms L mew lro •¢. wl. t?H. Ir MPwq.n.mWnew urtl Anthony T. Tombo Ill, P.E deudanlm,
kyl.lt k6 al•iN!h0.v h0.a„rent¢¢1nhWL Ouip'..t.t•n raOl.M rMbdY.lgn4rRL1 ihq+nd blGrgW/neelMfm deitMllysge.•9eEb•dlrq,MletrmpW! :80083 mdm
dwaar,;erteeet.meo,mM.oeltDdytur,mid9e aoet.etic.rn+sd,es spa,runrfguuwu1.p,4—, pe oslrsw,a mnrea 0*hn%Ngw.1— Imp 6FnerlmsVnh--•n, 44515t. Lucie Blvd. Q.w
r eo h e a vd y. •.m,t h a nn r net lr lwu tev:.• b en d urn te p.,. s.,:, slew taw. a on erq eo m4.e n e cr snl. Fort Pierce, FL 34946 QppitM 01016
Ad led tresses-Aa1Aaq I. Iwbs W, F.I. lepubuias d dis demeual, is ai tr•, is ploMiled widen de wring peroisslee hem Ad tad tenses- Achaoy 1. batdll, t.l.
Job Truss Truss Type Qty Ply
WRCEB2ML A15G Roof Special Girder 1 1
A0087878
Job Reference (optional
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33:14 2018 'Page 1
110p 66-0-0-
44 18I D: zR
SR EVFepZFZ_OLY7U 9j Iztn L F-Yn S h4 stp7E U Se9AsR8okA 11 Iyx9bS levgch K?6ylsg Z 2 , 26-11-
4 ,3 2 1-"0-0112 0212
410I
30
5x6
IISnn
r—iq-
2x4 11 Dead Load De0 = 9/
16 in 21 -- 19 18 "' "" 17 "' "" "'
15 8x8 II 7x10 MT20HS=
U6 II 4x12 = 4x4 = 602 = 6x8 = 4x6 = 5x10
MT20HS=
33-0-0 10-
4-0 LOADING(
psf) SPACING- 2-
M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate
Grip DOL 1.25 TC 1.00 Vert(LL) 0.59 18 819 360 MT20 244/190 TCDL 10.0 Lumber
DOL 1.25 BC 0.73 Vert(CT) 1.16 18 414 240 MT20HS 187/143 BCLL 0.0 ' Rep
Stress Incr NO WB 0.95 Horz(CT) 0.20 13 n/a n/a BCDL 10.0 Code
FBC2017/rP12014 Matrix -MS Wind(LL) 0.60 18 799 240 Weight: 262 lb FT = 10% LUMBER - TOP CHORD 2x4
SP
240OF 2.0E 'Except' T2: 2x4 SP No.
2 T3,T4: 2x6 SP
240OF 2.0E BOT CHORD 2x6 SP
240OF 2.0E WEBS 2x4 SP No.
3 'Except' W2,W3,W6: 2x4
SP No.2 SLIDER Left 2x6 SP
No.
2 3-0-0, Right 2x6 SP No.
2 3-0-0 BRACING - TOP CHORD Structural
wood
sheathing directty
applied. BOT CHORD Rigid ceiling
directly applied
or 5-11-5 oc bracing. WEBS 1 Row at
midpl
6-21, 7-17 2 Rows at 1/
3 pis 7-19 MiTek recommends that Stabilizers
and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation
guide. REACTIONS. (lb/size) 2 =
2740/0-3-
8 (min. 0-2-4) 13 = 3469/0-3-
8 (min.0-2-14) Max Hor7 2 = -84(
LC 32)
Max Uplift 2 =-696(
LC 5)
13 =-955(LC 9)
Max Grav 2 = 2740(
LC 1)
13 = 3469(LC 1)
FORCES. (lb) Max. Comp./
Max. Ten. -
All forces 250 (lb) or less except when shown. TOP CHORD
2-3=-
1957/361,
3-4=-5362/1463, 4-5=-5297/1469,
5-6=-5301/1467, 6-7=-8681/2435,
7-30=-10129/2739, 30-31=-10129/2739,
8-31=-10129/2739, 8-9=-10129/2739,
9-32=-10133/2741, 32-33=-10129/2741,
10-33=-10127/2741, 10-11=-6927/1876,
11-12=-6740/1842, 12-13=-2145/575
TOP CHORD 2-3=-
1957/361,
3-4=-5362/1463, 4-5=-5297/1469,
5-6=-5301/1467, 6-7=-8681/2435,
7-30=-10129/2739, 30-31=-10129/2739,
8-31=-10129/2739, 8-9=-10129/2739,
9-32=-10133/2741, 32-33=-10129/2741,
10-33=-10127/2741, 10-11=-6927/1876,
11-12=-6740/1842, 12-13=-2145/575
BOT CHORD 2-21=-
1230/4842,
20-21=-2262/8610, 19-20=-2262/8610,
18-19=-3090/11551, 18-34=-3090/11551,
34-35=-3090/11551, 17-35=-3090/11551,
16-17=-1622/6455, 16-36=-1622/6455,
36-37=-1622/6455, 15-37=-1622/6455,
13-15=-1573/6028 WEBS 4-21=-158/
327,
5-21=-993/3733, 6-21=5322/1571,
7-19=-3293/899, 7-18=-350/1544,
7-17=-1612/582, 9-17=-882/392,
10-17=-1114/4207. 11-15=124/627,
6-19=-398/1628 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 nonconcurrenl
with any other live loads. 6) ' This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
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 100 lb uplift at joint(s) except (jt=
lb) 2=696, 13=955. 8) Hanger(s) or
other connection device(s) shall be provided sufficient to support
concentrated load(s) 163 lb down and 74
lb up at 22-11-4, 163 lb down and 74 lb up at 24-
114, 159 lb down and 88 lb up at 26-114 159 lb down and
88 lb up at 28-114, and 159 lb down and 88 lb
up at 30-114, and 300 lb down and 193 lb up at
33-0-0 on top chord, and 1410 lb down and 472 lb up
at 20-8-12, 88 lb down at 22-11-4, 88 lb down at 24-
11-4, 84 lb down at 26-114, 84 lb down at 28-114,
and 84 lb down at 30-114, and 343 lb down and 80
lb up at 32-114 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). LOAD CASE(S) Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25 Plate Increase=1.25
Uniform Loads (plf) Vert:
1-5=-60,
5-6=-60, 6-10=-60, 10-14=-60, 22-26=20 Concentrated
Loads (lb) Vert:
10=-204(B)
18=-1410(B)9=-119(8)17=-62(B) 15=-343(B) 30=-
123(B) 31=-123(B) 32=-119(B) 33=-119(B) 34=-
70(B)35=-70(B) 36=-62(B) 37=-62(B) rug
Mvdru Frrn.tti•
tInoiruimrsairri[Sulnub I(O CAM1911IIMEr"HurraN rtrelerlskup"N"I cd r"da"Uras I- km 11-111W;rIle lrJgl.IrIr4IIhf—%,Irr nnr o+re...uwy.am•.y ddd ur.:virn0WI drd4di)nwti/. hrilorwr
111,1[.
lnl*
t
pr,
SpGd16µ.+`,brd.nlMiifwm.
ml4o/p Buld
upvM¢y.vldrybdlrc d4s l:ru hrmlwOrl ra. win A7 lk ln:pnvyrc 6dgrmwt w/L'1 Anthony T. Tombo ill, P.E. dadblmrS olWlanorreywuSlndtrO.ur,40.zrdehdr dnbldl,kupr,rrOrrmnib0[,irRalhrYdld={rdrdfFi.ih mtl/orlGldmYellnrAWimta1 1.6}crY.nshld.dYnqullYdny.rNnd a80083 Y htelkr¢Gt L11-11nw.IWTM dd rndm.fpollsdW"loop®sdq tbm(IOlf rltrYelh nld{III mrF rn1' pod rib. IM1I tlrt Lrtyeni 2n slt nfLLmkvp,lmlhp[gan.flmt n8xu .nr Zt 4451 St. Lurie Blvd. 16Aumi dn•nnnld:)YIM1IFor[ Pierce, FL 34946 Gppip110716AiullntterAntlagl.
m6tepdraialdlhtbeoeed,
uullme,uprdileedatYent6e.nrteopermrsuwhem
Adtoollnuet-Irl6ayl.4otolll,r[.
Job Truss Truss Type Qty Ply
A0087879
WRCEB2ML B05G Hip Girder 1 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:15 2018 Page 1
ID:zRSREV FepZFZ_OLY7U9jlztnLF-1 z031CtRuYcJGJ12?rvzjEaVtLU I BKD23GRuYYytsgY
1 0 0 5-" 10.4-0
i
1541-0 20$0
1 0 0 54)-0 5-" 5-4-0 - 5-0-0
Dead Load Defl. = 1/8 in
Y
4x10 II
1.5x4 II 5x8 = 1.5x4 II
4x10 II
15-8-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.14 9-10 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.30 10-11 839 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.12 10 999 240 Weight: 101 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 24)-0,
Right 2x6 SP N0.2 2-M
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-0 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 guide.
REACTIONS. (lb/size)
8 = 1318/Mechanical
2 = 1381/0-3-8 (min.0-1-10)
Max Horz
2 = 53(LC 8)
Max Uplift
8 = 281(LC 9)
2 = 318(LC 4)
Max Grav
8 = 1318(LC 1)
2 = 1381(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-382/55, 3-4=-2339/499,
4-20=-3024/648, 20-21 =-3024/648,
5-21=-3024/648, 5-22=-3024/648,
22-23=-3024/648, 6-23=-3024/648,
6-7=-2346/498,7-8=-424/63
BOT CHORD
2-11=-402/2082, 11-24=-396/2087,
24-25=-396/2087, 10-25=396/2087,
10-26=-396/2095, 26-27=-396/2095,
9-27=-396/2095, 8-9=-402/2090
WEBS
4-11=0/251, 4-10=-203/1092,
WEBS
4-11 =0/251, 4-1 0=-203/1092,
5-10=-646/270,6-10=-199/1088,
6-9=0/252
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gnp 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 240-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=281, 2=318.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 202
lb down and 182 lb up at 5-0-0, 64 lb down and 56 lb
up at 7-0-12, 64 lb down and 56 lb up at 9-0-12, 64 lb
down and 56 lb up at 10-4-0, 64 lb down and 56 lb up
at 11-7-4, and 64 Ib down and 56 Ib up at 13-74, and
202 lb down and 182 lb up at 15-8-0 on top chord,
and 113 lb down at 5-0-0, 48'Ib down at 7-0-12, 48 lb
down at 9-0-12, 48 lb down at 10-4-0, 48 lb down at
11-7-4, and 48 lb down at 13-7-4, and 113 lb down at
15-7-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the 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
Standard
Uniform Loads (pin
Vert: 1-4=-60, 4-6=-60, 6-8=-60, 12-16=-20
Concentrated Loads (lb)
Vert: 4=-1 55(B) 6=-1 55(B) 11=-91(8)10=-34(B)
5=-64(B) 9=-91 (B) 20=-64(B) 21 =-64(B) 22=-64(B)
23=-64(B) 24=-34(B) 25=-34(B) 26=-34(B)
27=34(B)
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6,hn,rgbrynbn,rr+`j+bCn.,d.0...i.0.cde,m.bbd rlesq.,•b.up rriMllLbs<r>,MdMlr,rM,d1M1! f11.e,i bl9drye,tlwibhn,,.6brr0.ld.q..,4'l..dkqur.arrp.,N.jra -80083 l.
lalq a,qu d(..a LI..,MM.hftldbpom dpiea,bbdy lo.w+llrry Y..ra(1lYi tN 71d Sr(I n,dwr dkMr, ou id.,durst,kic.,d6r, 4dt,n b".,;—r,q IV— d1—Awec.'W- 4451 St. Lucie Blvd. dl..
ne erid l;.(ddgd T+•rghAl.Yn fa..el M4n,k,gl.S abUltr lafq k,q..•imrtlW.f.pn./nrelq l7 egdbta Y.,.rnbM.Rll For, Pierce, FL 34946 ery,
ykl'Jtoli lo.dlnsus rcA7ryLlsrtl.ILI.E. Ierdeniudllislmaen,iooil lnanColihad dwThe mmnrnms"boa AIhdlimes A M1.ryl.lu.MlO,l.f.
Job Truss Truss Type Oty Ply
WRCEB2ML B06 Hip 1 1
A0087880
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33:16 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jIztnLF-V9aRVYu3fr1AuTKFYZOCFS6itIr6wsVCHwAR4 vtsgX
1-" , 7-0-0 1348-0 20-8-0
1-0-0 ' 7-0.0 6-8-0 7-"
4x6 =
4x6 = Dead Load Defl. = 1/16 in
1.5x4 II
3x4 =
1.5x4 II3x10II 3x10 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.31 8-13 792 360
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.37 8-13 676 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.19 8-13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-&0,
Right 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 6-11-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 = 825/Mechanical
2 = 888/0-3-8 (min.0-1-8)
Max Horz
2 = 68(LC 12)
Max Uplift
7 = 207(LC 13)
2 = 251(LC 8)
Max Grav
7 = 825(LC 1)
2 = 888(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-356/0, 3-4=-1310/893,
4-5=-1144/903. 5-6=-1310/892,
6-7=-377/0
BOT CHORD
2-10=-081/1139, 9-10=-678/1144,
8-9=-678/1144,7-8=-681/1139
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; 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except fit --lb) 7=207, 2=251.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 82 lb FT = 10%
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drse 4f MrYigR'lEningrvX/WCae,6U•wit.ir_e1 n.SMYq ku r..6ude Y O(. Qi Q(ItrbcJ rYfq dLR! !t, grnd 5e 131.1ph11 a 1 Lq5 .6ir 01 frgl..vllY q {Id YP1m W-II Anthony T. Tombo I[i, P E.
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L BOOB3
m.:Maln GeatgeA .nd h•Ir•fwAd Mhn kur(q nirUIO.I.d kwra.•im4!W.ESwee.!Lq y fudtnnnMd.A!
oil,
St. ,
FL
Blvd.
494FortPierce, FL 34946
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Job Truss Truss Type City Ply
A0087881
W4RCEB2ML B07 Hip 1 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33:17 2018 Page 1
I D.z RSR E V FepZFZ_O LY7U 911 ztn L F-zL8gj uviQMVdvR6G xRoffvl9 B_fJ WL Waw_cRytsg W
r 1-0-0+ 9-0-0 11 8 0 _20-8-0
1-0O-0 9-0-0 2-8-0 9-0-0
3x8 II
4x6 =
4x6
1 5x4 II 4x4 = 1.5x4 II
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.29 8-13 844 360
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.43 8-13 572 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.07 2 n/a n/a
BCDL 10.0 Code FBC2017/rP12014• Matrix -MS Wind(LL) 0.24 8-13 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP N0.2 1-&0.
Right 2x6 SP No-2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-6 oc
pudins.
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)
7 = 825/Mechanical
2 = 888/0-3-8 (min.0-1-8)
Max Horz
2 = 83(LC 12)
Max Uplift
7 = 226(LC 13)
2 = 255(LC 12)
Max Grav
7 = 825(LC 1)
2 = 888(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-534/0, 34=-1215/850,
4-5=-1038/894, 5-6=-1215/850,
6-7=-512/0
BOT CHORD
2-10=-606/1033, 9-10=-606/1038,
8-9=-606/1038, 7-8=-606/1033
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 +&nth 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 7=226, 2=255.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/8 in
10
3x8 II
PLATES GRIP
MT20 244/190
Weight: 85 lb FT = 10%
enq nea h i+,M. m •u eip IU116 jY'!liry H411 TIM a (CHICn;I{IC.,rtl'(r elG7eL[EY13r r. eeh kup pmean d id.Y+. mn ims Mq trr.gjtij d a edq t trM l r [ rdnme NO 4Y. ev Yea Onnx aad M %el.
Wid o aerW +Y M.uiwo+IIA.MK+A l+e L sslni' r(i-4 11.I.Mur.qr:4+yeun.c9ru i+Nnure.uqu4.114 i+/eur r+l fmt1:{ol.l+I^J rr..f.I/Fl, hhv}a+wran,Yil atii+rlY! Anthony T. Tombo Ili, P E.
d.ulO+4nsYgk gmm yw>;ip/mCae,60nN+dbM m.t•b2igMvpe,em+ssa mate. Vote de/Yr+bdiM,lYgpe.d/rlBdgA11.4YtmsiYdq..OR+Ytp.OA dkoogadYPlrttNwl:l.1 :80083
d t.eeq M+.+d(+oorr ll rn+a MeY nJ dMre+ndeiimimlwbglor+seatrn.(r rL+M l.adst(I n+ar.N Yp..+piu nL112.+Y++y.++i`.+dw,Yt,w yu,ux, ru"pu drm+Wmd., dn+ 4451 St. Lucie Blvd.
o.a+Wlh e[eed dren ghAp,er+e+hd IY Lns tr+,ptq abe7i4hdigor+*a.."nt i7w.[Q+.Agreq. a3yre+d trnnniM1eee.1lFI. Font Pleece, FL 34946
eppglt07011Alteol rnsus Artln)LImlo ALIP1 lepelerindtkis lmmeret, im nF los, is peA+tard.dmlle ian powsin he. A l tool Imus Wheryl.1n6om,f.1.
Job Truss Truss Type Qty Ply
WRCEB2ML C01 Monopitch 9 1
A0087882
Job Reference (optional)
tun: 8.12U s Uec 11 201 r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13 33:17 2018 Pagel
I D:ta7uotTo57oOtNCWmTn2mQyhggX-zLBgiuviQ9tOVdvR6GxRoffuL9BPfKDL Waw_cRytsgW
M5-10-8I
5-10-8
LOADING (ps, 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 FBC2017frP12014
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 5-10-8 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)
4 = 224/Mechanlcal
2 = 294/0-M (min. 0-1-8)
Max Horz
2 = 118(LC 12)
Max Uplift
4 = 130(LC 8)
2 = 149(LC 8)
Max Grav
4 = 224(LC 1)
2 = 294(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-149/263
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
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; porch 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 nonooncurrent 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.
1.5x4 II
3x4 = 1.50 II
5-10-8
5-10-8
CSI. DEFL. in loc) 1/deff Ud
TC 0.67 Vert(LL) 0.21 4-7 327 240
BC 0.66 Vert(CT) 0.11 4-7 624 240
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 4=130, 2=149.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/16 in
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
Y.r!•lkarrryr,rnk.r'N 4Y RfS6 rSfl!(r'I(ilFul l:tllSt(GItlRtIS (lStC.;'ti'[I'tlrVdl(IEIrBrr. r.ikr:}pradv:rrd l.M.hltml rsr ke•q{iifjrzl•.tt [.salt' tdnm Gmlrknnl telm rmi---Pl rl
wm e.r(rrmknrrrt8..rtr,trr(„rrrr.nP,-*on[,trw..rrirtsn.,.droe++rr r y.r ny.aenrrr dru,rtmrq.,w.rt:w,r.tnt (rryrnw+..kra,r r.
d lettrmr.t WilhSny.v47.1drporr,r0•.il.rrll r.ur4ayks r.rrK tddm.rxrrl.d ptly uaruu bgY.dr!'at3/Cgrll nl4rlmldi{rrrf 0.*..>s.rkq rldlrwmNW./ Anthony T. 80083Tomblfi, P.E. Alrrrq.
i rtrm tl lrtm.r.rrarr lar +ar.rMdrte(wlr.4d.(Yn2.IC,YjrwdN it ill WWI n Id—Hb, pr:dr—, Al tlnrrrrynitenrlrnd Ylml hu*., trm trry ryuu rlmrWwhCrr.nr - Ae.
lfid lfrralgnl w.•ri hdAtn whd tk Lnl ks}(r*.aoUirl.ly ryn,•unr Wr.F md.ra4 II.FWLlr.;.rnrrd.M1 4451 St.LLucie ucieBlvd. Zt For, Pierce, FL 34946 ytrglf 0
2016 A -I feel Inscet - tetYay (, leei. III, r.f, lepehrri• If tiil da.mrtl, n n} Woos poiiiitcl.it:rt tie n 2n Ivuissm 6e• A I tool bout - AtlMry I.ImM IV, fi.
Job Truss Truss Type City Ply
A0087883
WRCEB21VIL C01 GE Monopitch Supported Gable 1 1
Job Reference (optional)
Run: 8 120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33.18 2018 Page 1
ID ta7uotTo57o0tNCWmTn2mOyhggX-RYhCwEwKBT9t7nUdg_TgKICC6ZhUOmLVIEfY8tytsgV
1 0 0 5-10-8
1 —0 5-10-8
1.5x4 II
2x4 =
1.5x4 11 1.5x4 11 1.5x4 11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5 10-8 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. All bearings 5-10-8.
lb) - Max Horz
2= 132(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 6,
2,7,8
Max Grav
All reactions 250 lb or less at joint(s)
6, 2, 7, 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. 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
ANSI(TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-M oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 6, 2, 7, 8.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
EV"-
r— e.r01 in+. h'114+Y THIM sa-jr184DI Ru5 AI URA URN W. r.;.ku*rroe.,d,.r.m wen G.0 Onq h•9GrFlwl e!4egl Iwd.lIL llem SNn N...0 Wva.nx,alwMl.y
Wid.e+Y,.,.,d N.u11. IN ltl.rntl l,elmrle,y,' p,-fNot C nAk Wwgf:-7,es,unwcurui Yetie,cseyeel,ey.clEnYe,Y,q r,ej im,krytlwLl'J aI.,w1.1M1l. lkiyasq'aa. 6" f2 wdaiM Anthony T. Tomtro III, P.E.
i ais ife, Im, I"esnywflil ti,D..n,6Dni,wercA 4+.rC+iriu s,+Y,eyz M 7LhKryk WyuadlM, I*gir"Ob131wisgbW v i h lm, .**ssd„r* ssa7ew wlkolud n,a reyw,ikll : M3 r
Mlq k,ln d(v+r L..n uI.+.Y11l .IM Kcm dpYb,Jh Wiq (own+lt,llW.calrWpeNNrti ie.I SI(1 n,d+.+dh dpiu plld.,sn:rnlf.`u.I Mnib L.uN,*n, Irn,`••P•+wlim, Y.4.t.n,nen, 4451 SC. Lucie Blvd. eo.
he rr eti.f.eoq,d w•nlighApN, whd l4n,ku*6gw u,iY Wylnye,.i,ntf:,k. Fyw .n Ve'F 13 urWel trn.,niM.irll Fort Pierce, FL 34946 Gpl,
yMt101AA-1ledLnue 4c1Aonl.le.h.W.1.E Iepdeni..eWsdocmd,isallv%rspJ lOrilsd Ikenmapu.i"iwhe.AIbdlinue Ar0etl1.1ahm,rl.
Job Truss Truss Type City Ply
WRCEB2ML C05E Common Girder A0087884
Job Reference (optional)
Kun, t1.1 zu s Uec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:18 2018' Page 1
I D:zR S R E V FepZFZ_OLY7U 9j Iztn LF-RYh CwEwKBT?17n Udg_Tg KtCC6ZhgOnvM Ef Y8tytsg V1006-" 13-34
1 0 0 6-8-0 6-74
4x4 =
3x8 II
13-3-4
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 60 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 direcUy applied or 6-M oc
purtins, except end verticals.
BOTCHORD
Rigid ceiling direcUy 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. All bearings 13-3-4.
lb) - Max Horz
15= 67(LC 8)
Max Uplift
All uplift 100 lb or less at joint(s) 9,
13, 11 except 15=-166(LC 4), 14=-102(LC
8), 10=103(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
9, 12, 13, 14, 11. 10 except
15=537(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-512/178
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 ; Lumber DOL=1.60
plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-" oc.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9) ' 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.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 9, 13, 11 except (jt=lb) 15=166, 14=102,
10=103.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 406
lb down and 133 lb up at 0-1-12 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=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-5=-60, 5-8=-60, 9-15=-20
Concentrated Loads (lb)
Vert: 2=-355
r.q-n„,.r om'.d 14Irg RMro-11 gimlll I(att11MIS CIrWr9WrU7'Fr rr r*e,r,r.r,.a4.a tn.y(ppda49,I I.d11.11ltl..o.aw.... muo..mr.rrr.n
ZIkTI—*
or„Wr.rrr Ito..w 1,.I.,U..M.±lu,d..l ra..m.,. .,.r r+.,,r. wrn n.11n4Y q rdghim.,k c.1.rT9r,r IIII,fYY*emraarrl.n.,.,.An Anton T.Tombolfi,D.E. d..r,4n,der.gnr.y.wq+e.o,,tom;.M n.a(ayr..run.laoLr.urrrtwgrrruu(r.r antr.InuR e,4.,wa;rrlu.*,.a..rk.ylrrr;..aj.i y r
e.iiq ku..r(s r, u..,.n....a.r3rrKnur Io,s4 r.1(.,...u:Ar..R.(rq,wharsw n,m,oNrl.al.r.. cult .rn:n,.xrw.r.mnt.:r,4.0 e.,[.r.url....11..(.e...r.. ' 60083
M.
t.IMh.(dp eM a ,..hd 14m ql r. 4451 S[ Lune Blvd r:••h (T: t Wrk,}o••i..nf•0 Ipu(rYq uyar tir„nnaM.tAi. Far
Pierce, FL 34946 nli,t, Q roll A t ted In,ui Actl q I. lr.w N. r.E try.d rtla ciIli, b,tl, in n la hltlr l @ 1I:t pion t ., npre,.issiu truAlfalhnu, A 0 r l.l d pl, l.f.
Job Truss Truss Type Qty Ply
A0087885
WRCEB2ML CA Comer Jack 9 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:19 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-vkFa8Zwyxm7klw3gEh_vt4kM Ey1 g7Eje_uP5hJytsgU
o-0 0-11-11
1-0-0 0-11-11
3x8 II
0-,1-„
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 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 0-11-11 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)
5 = 150/0-3-8 (min. 0-1-8)
3 = 12/Mechanical
4 = 3/Mechanical
Max Horz
3 = 43(LC 9)
Max Uplift
5 = 113(LC 8)
3 = 12(LC 1)
4 = 3(LC 1)
Max Grav
5 = 150(LC 1)
3 = 32(LC 8)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-144/264
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; 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 5=113.
LOAD CASE(S)
Standard
U.,.pins,Inoniihtlu.4•IiMURIr;EutnflrulnuerGomm subrsrr;{tutnt"rInc. fun, rep{...analndn..n,I.,"InP,Jia,,dbId.tIToni, atIbt—%MW..,U.,05—tl.d bIn,.y nh.d{
D,mn.uebbt o.ub.innkeplgr p,.*11111Mrru.+nld.m iu,...P-d0.pab. snWool v nywebin". m *9do.0T!",dowl.4int.n.wgdum i hsjo as} Anthony T.Tombo111,P.E. I In,bimfkgd rgnbru(
v1Y;4Ara.40rni.a.tdRefabWlykvpr..dnmu dal.i,t(.IbbdF.Yq,.4d0.11,r trnd bi0ldrrNln.b,Im d.i lrf{rnq,..Al.IY.ulhil,bmr.w,. :80083 b lxtapM}T.I(
tO.A.10 t,{tlM.biUDd4n In.lpe Idb4d4(q W 1hl}KY..I(Slj plh,klh nldYU ntdnn7!. peiF elM1l.i{flr,tl.fMS,4.IMnf4hn, MYpr,h.,IKp(afte 11n{{rmk.'e aSf{ 44515t. Lucie Blvd. d..lu1l..,e ll.(
a.a q.l q...,mph pn{wi,d hlnu hupl,y,ob 6l4iiJslky..,.I. .t1M1+t gywfo(Mlr, IYquad YnnnlidhlM1l Fort Pierce, FL 34946 gpiph10 t016 Ad 60l
Insses.;lmlaq l L.h.11l, l E. teprol.aiea d tkis ba.em, in ai two, is prohhad.ithw At wine. pemi{un h.m r-1 tcof lmtes-Ari6wr l b.to III,1 E.
Job Truss Truss Type Qty Ply I-
WRCEB2ML CAB CORNERJACK A0087886
Job Reference (optional)
nun: a.izu s uec 11 zu1 r rnnt: a.1zu s NOV 12 Zu17 MI IeK Irlaustnes, Inc. 1-n Jul 27 13:33:20 2018 Page 1
I D,zRSRE VFepZFZ_OLY7U9jlztnLF-NwpyLvxai4FbM4eOnPVBQl HZFMNvshynCY8fDlytsgT
1 0-9-11
0-9-11
500 Fl2
2
1.5x4 II
1
T1
1
0
0
B1
1
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 0.06 Vert(LL) 0.00 4 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 4 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 3 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 0-9-11 oc
puriins, 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)
4 = 26/0-1-8 (min. 0-1-8)
2 = 19/Mechanical
3 = 7/Mechanical
Max Horz
4 = 30(LC 9)
Max Uplift
4 = 1(LC 10)
2 = 19(LC 12)
3 = 9(LC 9)
Max Grav
4 = 26(LC 1)
2 = 19(LC 1)
3 = 13(LC 10)
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 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 at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2, 3.
LOAD CASE(S)
Standard
urq re.wm..n<li(xrnasaltnlularutrtnauoraouSe ux(¢rruuearr[r1..leftYgpmmdrt ote wimritQinglRCnhlflhllIvM41I.hNixiShnMreiirubnanuotlrMNl,i
nI.Y amrat ueemlhmnpbmnN It.imtla lpe.S drhp.rt uu/Mgill gam mttr o udapegrryr•WJry pInpJOrlattMm1 tr101dr..YtM. hWpnuy.nl .m.. ur
da.diotrrr.l.wyar a aw ono.,a.ro.r;rarr+.rrl.w oay...aiaba ull S Cdhbdlafsrn4dlRl.1.a rl01dgW1mdmr—jid.(Idi}miry..mhddkay Yray.ar, i Anthony 7.
80083
lit, P.E.
1kWgbtpau(tme. limit tam.rironrd(mndrd.hndmtraq(grd4Mlt{r.mmPMpWJdbn AUll—d—UVplod!pd mlYlmtmrn uJlL.tdlmsRLlintMurm,imtdvpgamdt.uYadC.e,.sn
180083
n*+•+hr(•4w7mm.ro hrC(rn hrt(ht [rumEtw.eoblClrtfi>gMc.,al:etSM1taE.o(oRMLI Wq;tlr.ItnnebLdmfnl. 4rt P er
Lucie
3494FortPierce, FL 3a9e6
P)npM0 }016 Ad iHllntsn-Am1a.t1 LaEr ill, LE. tepnM1di...f dis l.mnmt, its nllmu,nproiihnel rirhetlfit +rims permistinh.o Ad l.d lnttn-LA..rI Let.11l, P.I.
Job Truss Truss Type Oty Ply
WRCEB2ML CJ2 Comer Jack 4 1
A0087887
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:20 2018 Page 1
I D,ta7uotTo57o0tNCWmTn2mpyhggX-NwpyLvxaA FbM4e0nPV8Q1 HYuMN8shynCY8fDlytsgT
1-0-0 1-5-11
30 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 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(TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 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)
3 = 23/Mechanical
2 = 139/0-8-0 (min. 0-1-8)
4 = 15/Mechanical
Max Horz
2 = 32(LC 8)
Max Uplift
3 = 14(LC 9)
2 = 110(LC 8)
4 = 13(LC 9)
Max Grav
3 = 23(LC 1)
2 = 139(LC 1)
4 = 19(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=5.Opsf; h=15ft;
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; porch 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 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=110.
LOAD CASE(S)
Standard
n. m..d'rl[wtnnsalsmui¢r[r[overran[Krnu[cm;im[n[rrurdcre eorhm,d de+n.arh. k.ylr[adrin.r[ I.,q[I.br . ms -Sim!! ssrr-.ON. am..1
nm ovr sunbeda.rin r re 1,.T.,emr[q 41.sroar[yw.rmuiwor[r 4eun..vp dr n ud.puq.y.+urydl"110. yel sd ay.rmArr.r.I'll resns.yews irq. wry Anthony T Tombo III, P E. deu nlmf4gl lrqhr.s.1dN/rOn.r0.nitltcMq:1 rWf.otuF•,r OVIrIE.mCdrYd1 Yx n4dfM11 iFsi.l rlad.!WI.A4fmtd e 6 t><6.9 b.dkrgiMYr.y CN.n/ r80083
r 1 q Msp. dbect 11l]f itlM rlLOdrFou.1rL•r.drk/1q(.of/el tlr r (ItSf rllnlelgAd11e1 m d.etVti r2m V.1 LSL ry..Msn dhLn.Ll n kur.I:m lrsp [q.v.11m 6r[r;.n
r>..w rryetm.sgedR...mlhar.nMnetIrl.ub.r[y.otiInrcaprs.,I.,:sfra,oQooaor.yu *•..s.sr mi.
St. Lucie Blvd.
Fortort Pierce, FL 349e6
toPpiAls0Hill A-IAallsosses-Anlogl.loeA III, Ff. tips AedioolAil k0tn,uuyINN, ispoll'ad.iserttit .nrrtrpemssi„hmA-IkdLrsses•AvirmyLlmto10,lt.
Job Truss Truss Type Oty Ply
WRCEB2ML CJ3 Comer Jack g
A0087888
Job Reference (optional)
Hun, tS.IZU s uec 11 ZU17 Nnnl: tt.1ZU s Nov 12 2017 MITek Industries, Inc. Fri Jul 27 13:33.21 2018- Pagel
I D:zRSRE VFepZFZ_OLY7U9jlztnLF-r7NKYFyCTONS_EDCL60NyVgilmiVb8CxRCuClCytsgS
1-" 2-11-11
1-0-0 I
2-11-11
i 2-11-11
2-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 4-5 999 240 Weight: 12 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 2-11-11 oc
puriins, 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 = 194/0-3-8 (min.0-1-8)
3 = 69/Mechamcal
4 = 28/Mechanical
Max Horz
3 = 72(LC 9)
Max Uplift
5 = 104(LC 8)
3 = 25(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-182/331
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 & 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 nonconcurrenl with any other live loads.
3) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3 except at --lb) 5=104.
LOAD CASE(S)
Standard
nr e.w ..n riuctnrssnCmu¢r irtnarrcrai[urmorn :tu[axurtr, r rykcrr nd d.w+.mim,onp r.gl[adrurrr irrRrt.rme.rvnrti,w us,.maey.dm.wY
Wld a:m r!of unr.ulhtri3lrwnL hrirnr ln¢f¢.pr.SSe'Witre:;m udw wl iNi4cwrw.¢p do Osdwd nl..vpnywW S o InpdY tQrfnafrtlwer RC wq w1YPH ib t•.Pnvydairq umwt uarq
I d.ups,tm,h.ir.w ndiupwn ron.ao..,;u rud.p.dr.ugeeur•..dt mn du(bcddbdr.r iddttiiiti d oiiOldmOdlneAMimt
An;honyT.Tornbo III,P.E.
80083dirbd3lvry.mtiWdkmlddrhnywsllnd a 80083
M 4u.r Mrp•d4rttz 11.11 low. V. IOldl. r(rtnd*d Idm hY"fgwm Wy dr.ww(t pswMry AdS¢I nH.rniti Rwdr.f.0 IIN tlwlLrcy.nalendgnl Lhm pu.,hnfMp[4..dinss 4wra,n,axi 44515t. Lucie Blvd. Andu Id.r Irr af,0 qed ww. •rCbr h dl trtn ndni h Imr Gv feu h ICI Y tilq Mtgn,. L t lrtea E.o d or wtf 11 pidsM l:n n w Idwl r RSI.
Fort Pierce, FL 34946
GppipN0p016Al[eel [losses - Wilsey l.heMIll, r.f. teprobdi.rdThis hmoem,msay Iwo, itpm6led•ithcNfit .nrtuprrmiwuhem Adtcofhum •Ard,url.lacks lll,l.[.
Job Truss Truss Type Qty ply
A0087889
W,RCEB2ML CJ3B Comer Jack 1 1
Job Reference (optional)
Run: 8A20 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33-21 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9j IztnLF-r7NKYFyCTONS_EDCL60NyVghumhHbBCxRCuCICytsgS
2-9-11
2-9-11
1.5x•
3x3 II
2-9-11
2-9-11
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 34 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 3-4 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MR Wind(LL) 0.01 34 999 240 Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-11 oc
puriins, 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)
4 = 104/0-1-8 (min.0-1-8)
2 = 73/Mechanical
3 = 31/Mechanical
Max Horz
4 = 60(LC 9)
Max Uplift
4 = 13(LC 12)
2 = 60(LC 12)
Max Grav
4 = 104(LC 1)
2 = 73(LC 1)
3 = 50(LC 3)
FORCES. (Ib)
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 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2.
LOAD CASE(S)
Standard
Orr rhrr er.l.rr..r•ta l7Gf hES6r4l!ltlln:m ntrar(irr2Mk1MI3ArKT!rLIGCRri,Vr6i rrrgr,yNr e s.Wmd rn.,[,u rnpMaglrm,rrera.e l lrlr4/ttdem Sim tr"nr Ui 11•.mu:1 rNl,rsj
Wid trrNr'ri,ImYnMbrIYJhM•et.s,rlrru ru¢Irpr pe.sperytrtcrru+gnr yndto[v,cr r'c,ur erlu,vrrey.,J.gbrutp rupprsLryL1 crawl, "al r tnpn,w[m hrq uto tudaj Anthony T Tombo ill, PE
I IaAk,Ir,rerlifn nrn,p,d,WrrorAm.rO•ai,rareagfarla7gku r,.d wan rQldr4'drhdl.lrenlydlM1l lr rrrN rlGld bllnr rfm irylafgmrp.mMe Ilrrn{,M rn{utiln :80083
r wyrnp r[re a.u,mr.raorrpo„afm,dra+tic.i.m sag cbw.rro-,edhmdursnrr•,mey a µ>a mrrs.,tirnre,ax„NaneLrn,d,rt.un, n,tQa..s rrn, r„n:s.,.,,, 4451 St. Lurie Blvd.
rM.iv u6rlfefrd,4d m'yhdr:n nini hlrry Gsrpt[y nhRlrr(fq ks*,I:n,37eaEy a[ur M!>i IA medal ,nnhhd ml Fort Pierce, FL 34946
Gppi¢r07016AIIrlbstes AnMgl.Iorbo0l,l.ItepnGoia.dAbbmeen,uIII lug, isp,ofilddrilkenderunaptmissiw ham Adteofhisser •AnhwrttootoIn, ll.
Job Truss Truss Type Qty Ply I '
WRCEB2ML CJ4 Corner Jack 4 A0087890
Job Reference (optional)
nun. o. rcu a uac r i cv i r rnn(. a. rcu s Nov i z [ui i nni i eK inaustnes, Inc. 1-n Jul 27 13:33.22 2018' Page 1
ID:ta7uotTo57oOtNC WmTn2mQyhggX-KJximbzq EhVJcOnOvgXCVIMtmA1 vKbS49rdlHeytsg R1-0-0 3-5.11
1 0 0 3-5-11
3x4 =
3-5-11
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 12 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 3-5-11 oc
purllns.
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)
3 = 81/Mechanical
2 = 205/0-8-0 (min. 0-1-8)
4 = 46/Mechanical
Max Horz
2 = 53(LC 8)
Max Uplift
3 = 51(LC 8)
2 = 148(LC 8)
4 = 36(LC 8)
Max Grav
3 = 81(LC 1)
2 = 205(LC 1)
4 = 59(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=5.Opsf; h=15ft;
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; 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) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=148.
LOAD CASE(S)
Standard
few rhr 4.r+hn•r•h'lllXh'r11SSBjSlllf%Q131lfltl6l[IxOCiI nSiJ j1Gi7;1(eCRT IIi his. rerh kCr(.nlnrrtd rn.nt hnr ksp m ll[P,r M4].IE WUlULednnSlmW— U-5—uumrmm,.ynlrYrinLnSIMYnAMYti..nY if elnfletpE9r•(e.Spd E edmu..ort0llrRG. o. .r brbtldnp grnr.vlAtrkorle p bujrinstyminmNDtlyr.t41 nr.s,.uge-WgAnthony. Tornbo 111, P.E. Irndmlmo..nh nhh"",d w c.N..6r 0..e"ft W"-DIM1.11>)Dngr•,.bi"n dr, llLSr4Ermhdl.lg1W# r KI lti grrndlh l0ld.; hrl nrANtm.irt lel.}a;gr..m7.o rknq r rdn.gN Y M
4Uq htpi rftrr 11.rror.d Nror rrmnr*4Endmld/g(q.en SEe(Ifr.m (y r16 d YrAr WlnMe.d4 pei IN NLrbr J80083 plc
ryrenanrre,ertrmoeve..t nrrn rigc. or rnu n.rc+. .s,r n..
Su rinrS e[aea 4451 St Lucie BNd. r4W.•IhdRfi nrhd fY lnssdt Eg..hUtCe Wgkr.p,nla:sfitr,Eti m.ior Wq uo YrNn•onnl dYtnL Fort
Pierce, FL 34946 Op)
Ti(h0701AAdfeol6oxn Anlegl Ioeholll'I'l. tepnb0ioodriniem,ren,uoyfroknpoliled.itymde+rine.fereurvwbeet Adleaf busses -lerhnyLbe:o111,L1.
Job Truss Truss Type Oty Ply
WRCEB2ML CJ5 Comer Jack 5 1
AO087891
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13.33.22 2018 Page 1
I D: z R S R E V Fe pZ FZ_O L Y7 U 9j I ztn L F-KJ xj m bzq E h V JcO n Ovq Xc Vj M p sAO E Kb S4g rd I H eytsg R
1-0-0 4-11-11
1-0-0 4-11-11
3x10 11
4-11-11
4-11-11
Plate Offsets (X,Y)— 5:0-5-6,0-1-81
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 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 = 271/0-3-8 (min.0-1-8)
3 = 124/Mechanical
4 = 54/Mechanical
Max Horz
3 = 106(LC 12)
Max Uplift
5 = 131(LC 12)
3 = 46(LC 12)
Max Grav
5 = 271(LC 1)
3 = 124(LC 1)
4 = 87(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-252/460
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-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3 except Qt=lb) 5=131.
LOAD CASE(S)
Standard
req tbm rghh..e.he•u UCI nnmrwlrs aruh RIMSa1017IIpStnmx ir]';uuchntrutr r-trAt r,h,I•+d rd etn mIm,Ir-p irtt+,.rre.iI l.un I I aer:r Aen1M nr an, errnrrsMJ.m m,ry
rbLYre.rw l'n+sM le nrl hrYiMb. n•1 I,rintrldp(Qre(1 r,lyraEn trpc;.rW.g101r4rves. m, rl4lrt7„d rqx='olny.dtgYdlrspl Mteir fn„Mm1.hI00.¢ wte PN htwpnuqubrqua.t rmin Anthony T. Tombo Ili, P.E.
I rulia l;nf Srq Mltgh6ngrrsiJnlbrAn.h Omstore.¢fe6 Wiq kvp,ebri nlbr H,Sr.lhbd 1.Isl rr4dftil lr grrrNlhnld.eell nrdtLfm ddq h8; srgr. hfiere.dbrq,MrmngaJUd =80083
awga, dt.e a+u.:,saM.dtmdr.p.nn.spit,dmaarlr»we r+ (m7 he+otutso.erpardsoLlinmhtar,a:egea4unWinn 9!b1 ,a In .tsmsbut".,.ass n..
rr dslt[eseagwq..d.
ITOM.
rsbnaroln [.s4:..baldl °Y'
I"'F'O 4 t
St.
Lucie 34
4 aIqMsy.,nln:ssM1*. Eeprm l.rr.tlq uo2ra!I b•u ernMadn m. Fort Pierce, FL 349e6 gpilAs
0 7016 Ad led hisses • Aillul 1. IwN III,1.I. leprdtawt if lYn beonem, in oil brit, is pidibieel .ideeh tit rrirma ptrmissiw him A -I tool hisses - Whiny 1. Imb 10, P.I.
Job Truss Truss Type Qty Ply
WRCEB2ML CJSB Comer Jack 1 1 A0087892
Job Reference (optional)
ecun: ti.lzu s uec 11 ZU1 y feat: UA ZU s Nov 12 2U17 MITek Industries, Inc. Fri Jul 27 13 33:23 2018- Page 1
I D:zRSRE VFepZFZ_OLY7U9jlztnLF-oW5zxzS??dADYMbTX2r1 wvyvaKu32iEuVNJg4ytsgQ
4-9-11
4-9-11
34
3x4 =
4-9-11
4-9-11
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 3-4 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.05 3-4 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.03 3-4 999 240 Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 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)
4 = 184/0-1-8 (min.0-1-8)
2 = 128/Mechanical
3 = 56/Mechanical
Max Horz
2 = 90(LC 9)
Max Uplift
4 = 80(LC 12)
2 = 59(LC 12)
Max Grav
4 = 184(LC 1) -
2 = 128(LC 1)
3 = 88(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
1-4=-179/310
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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2.
LOAD CASE(S)
Standard
aeeq Mse drgY.mn•tr'1I IV IIt1S6{inllner-m rima(JttiilCK(111 t1t1nT;llaCRtlealai rtc1eltjruppearsdtd Ono nllim lr_a]ngtR4;dtrLl.I I Intl1111 rdnen Am Nye ne 61tnth ".A.trweii
alhltsaer'nf YtatlnelktrfiAq. dl Ite hat lntpl.r.pe.SpdgE*ee;bwl..lfd,gomt..¢ed0e rdmYd epr_-q mNulYlMae Mt eltr tap lmt LyminbrOC.¢.wtr i}I bbtle nnaMen ldglrawy uplZtdneArilmfLgWfnln6eol.vlMdbOm.trOmiteatdgfr.trWfo Gevpr,.tar.anAb ie dtrhdlnY+{;e4dUN Nespuldtrl6ldee.HJnedblm sli 4fgage..vaLa.dY.oquJnbny.W/nd Anthony Tombo II!, P.E.
rl.r,th4Wdoe em ne,.rmodtryetrneaprmndtray.11.msrmld.e.ror nddHrndwinetd..wyR,nd mlr3 tot =
80083
Atr.fu lineellefarat qxl a>.n•,G.1he91ern nd,el, ftl lnuG oultrl,A M
w"e rtM.4tan d+mtkb Lnt htq.,I nten E+p..11mt 4tdnrn,inn 4451 St. Lucie Blvd.
tr! of pv,nlntfl++hryudolMf IYm#nl+nnnMxl.rnl
Fort Pierce, FL 34946
bpyghl 0 2116 A I led lasses - Amiaq I litislis Ill,11. leptedecia+ of An d+toreri, in oq fuel, Is prall'dd akin de +rinn pernissiee he A-1 lcof lenses - A+Aur I. lmhe III, P.E.
Job Truss Truss Type Qty Ply
WRCEB2ML DOSE Monopitch Supported Gable 2 1
AO087893
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33.23 2018 Page 1
I D:ta7uotTo57o0tNCWmTn2mQyhggX-oWSzxzS??dADYMbTX2rl wv2YaN431 CEuV NJg4ytsgQ
M4-11-8
4-11-8
6 5
2x4 = 1.5x4 II 1.Sx4 It
LOADING(ps9 SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 ' Rep Stress Inu YES WB 0.10 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-P
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 4-11-8 oc
purllns, 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 = 43/5-0-0 (min.0-1-8)
2 = 169/54)-0 (min.0-1-8)
6 = 233/5-M (min.0-1-8)
Max Horz
2 = 113(LC 12)
Max Uplift
5 = 20(LC 12)
2 = 56(LC 8)
6 = 106(LC 12)
Max Grav
5 = 43(LC 1)
2 = 169(LC 1)
6 = 233(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-206/325
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; 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) 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 toad nonconcurrenl with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 2 except Qt=lb) 6=106.
LOAD CASE(S)
Standard
iT0
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 10%
r..me a..emti.d'u4 nratsf>e':rtiauulruarcetrronnsc.nrtrucunirwrsrk. t.;.i,,,rl,,,a.,r r.n.e„u.•,r.e.yprrlrreayl larar:.ld.munro.•M ,o..xmer area.
Wirso.orprsrklh•uibkrltl.Y•1 Iselmsksl6q•mGe.fnoet [aFerJ4id gfinnun cgau4hl ss ngrt sYdr!Wh•Yut4dup Lntl eal h13 wh.tr lql, fkkspnvrYao.k uq.s,wr cr Anthony T. Tombo II?, P.E.
re rrsttrneRk queey.vk 46.0-'11.D a't.5n:dWro.rd1hX6(ry4ArntivarIN. rk9F".1tr1HrW gm01%I.% MgW4SMW.rWA".wk.1ad% W.Pmiq0 180083 rr.
rgrey.rt•..r u•. rnw.alxrdFou r+o,br.r caw.srnr..e.Ixcq wdl nrvna a,RdM• Iru•d e4.e rk.e yl.nn *..u. eny yo.rrmtr.a•e.n,res Oe.
he Mil . f.eq 4ee1 T • •+I h A rW^ whd Lns ke} (Srn n e1i tr ldlry ks*o.. nns 4, We [qw. a r k eq u gefit tn.r n a.d. ml. 4451
St. Lucie Blvd ZtFor, Pierce. FL 349349 46enrilkt i!
7010AIhellntut ActOayL&ke 01. LL lepdemad[his Oereesrd,ieaf ln,n ryolhnet chat the mmes rn issin 0u I hat lasses AeWryl.Te.6111,10.1.
Job Truss Truss Type Qty Ply
WRCE02ML D06 Monopitch 10 1
A0087894
Job Reference (optional)
Hun: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Jul 27 13:33:24 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-Gi3TBH_5mJ11 rixnOEZ4a8S9FzfvoUyN796sMXytsgP
1 0-0 4-11-8
1 0 0 4-11-8
I 0
2x4 = 1.5x4 11 4
5-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 5-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 5-8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017ffP12014 Matrix -MP Wind(LL) 0.05 5-8 999 240 Weight: 20 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
TOP CHORD
Structural wood sheathing directly applied or 4-11-8 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)
5 = 190/Mechanical
2 = 259/0-8-0 (min.0-1-8)
Max Horz
2 = 113(LC 12)
Max Uplift
5 = 84(LC 12)
2 = 79(LC 12)
Max Grav
5 = 190(LC 1)
2 = 259(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) 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 100 lb uplift at
joint(s) 5, 2.
rc.r-IL,,,e.,Y.n..n•IlucrnrsuisruFr'1¢r.+unnaur ao[omlx![Irm,uu[ntx urrRre r,ne tlsdndutl min,ire„Pie.yllrol.dwl11e 1 xrtle.krYr„tle utllar.dmd mm,.ti
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Lucie Fat Pierce..
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Job Truss Truss Type Qty Ply
WRCEB2ML FG1C FLAT TRUSS 1 3
A0087895
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Jul 27 13:33:24 2018 Page 1
ID ta7uotTo57oOtNCWmTn2mQyhggX-Gi3TBH_5mJ11 rixnOEZ4a8S4nzZloPXN796sMXytsgP
3-7-9 s 11-7 10-3-4 13-7-1 16-1015 20-"
3-7-9
I 3-Y.: 13 3 3 13 3-3-13 3 3 13 3-7-9
Dead Load Deft. = 7/16 in
3x3 II Sx6 = Sx8 = 4x8 =
700 MT20HS= 3x3 II
3 7-9 6 11-7 10-3-4 13-7-1 16-10-15 20-6-8
3 7-9 3- 3 13 3-3-13 3 3-13 3 3 13 3-7-9
Plate Offsets (X,Y) - 3:0-3-0,0-3-0], [9:0 2-8,0 24, 113:0-2-8,0-2 4]
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.26 11 945 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.71 11 339 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.07 8 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.26 11 913 240 Weight: 293 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP 240OF 2.0E 'Except'
W1: 2x6 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-1 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 4025/0-7-4 (min. 0-1-8)
8 = 3985/0-7-4 (min. 0-1-8)
Max Horz
14 = 42(LC 6)
Max Uplift
14 = 195(LC 4)
8 = 274(LC 5)
Max Grav
14 = 4025(LC 1)
8 = 3985(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-3811/178, 1-15=-10604/159, 15-16=-10604/
159,2-16=-10604/159, 2-17=-17061/
303, 3-17=-17061/303, 3-18=-19413/
419,4-18=-19413/419, 4-19=19413/
419, 5 19=-19413/419, 5-20=-17165/
297,6-20=-17165/297, 6-21=10609/
154,21-22=-10609/154, 22-23=-10609/
154,7-23=-10609/154, 7-8=-3773/
258 BOT CHORD 14-
24=-24/
529, 13-24=-24/529, 13-25=-159/
10604,25-26=-159/10604, 12-26=-159/
10604,12-27=-301/17141, 11-27=-301/
17141, 11-28=-299/17084, 10-28=-299/
17084,10-29=-154/10609, 29-30=-154/
10609,9-30=-154/10609, 9-31=-10/
525,8-31=-10/525 WEBS 1-13=-
146/
10519, 2-13=-2830/0, Continued on page
2 WEBS 1-13=-
146/
10519,2-13=-2830/0, 2-12=-155/
6754,3-12=-1687/0, 3-11=-128/
2381, 4-11=-1068/0, 5-11=-125/
2437, 5-10=-1691/0, 6-10=-149/
6850, 6-9=2826/0, 7-9=-150/
10529 NOTES- 1) 3-
ply
truss to be connected together with 10d 0.131'xY)
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - 1 row at 0-7-0 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. 11; 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 4) Provide adequate
drainage to prevent water ponding. 5) All
plates
are MT20 plates unless otherwise indicated. 6) This
truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 7) ' This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-" wide will fit between the bottom chord and
any other members. 8) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except
Ql=lb) 14=195, 8=274. 9) 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. 10) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 262 lb down and
154 lb up at 0-2-12, 143 lb down and 57 lb up at
1-0-0, 137 lb down and 33 lb up at 3-0-0, 211 lb down and
48 lb up at 5-0-0, 211 lb down and 48 lb up at 7-
0-0, 211 lb down and 48 lb up at 9-0-0, 211 lb down and 48
lb up at 10-3-4, 211 lb down and 48 lb up at 11-&
8, 211 lb down and 48 lb up at 13-6-8, 211 lb down and
48 lb up at 15-6-8, 137 lb down and 33 lb up at 17-
6-8, and 143 lb down and 57 lb up at 19-6-8, and 262 lb
down and 208 lb up at 20-3-12 on top chord, and 137
lb down and 89 lb up at 2-", 137 lb down and 89
lb up at 4-0-0. 137 lb down and 89 lb up at 6-0-
0, 137 lb down and 89 lb up at 8-0-0, 137 lb down and 89
lb up at 10-0-0, 137 lb down and 89 lb up at 10-
6-8, 137 lb down and 89 lb up at 12-6-8, 137 lb down and
89 lb up at 14-6-8, and 137 lb down and 89 lb up
at 16-&8, and 137 lb down and 89 lb up at 18-6-8
on bottom chord. The design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00 Plate Increase=1.
00 Uniform Loads (plf)
Vert: 1-23=-
185, 7-23=-60, 8-14=-20 Concentrated Loads (lb)
Vert: 1=-262
7=-262 3=-211 11=-275(B) 4=211 5=-211 15=-
143 16=-137 17=-211 18=-211 19=-211 20=-211 21=-
137 22=-143 24=-137(B)25=-137(B) 26=-137(B)
27=137(B)28=-137(B)29=-137(B) 30=- 1 37(
B) 31 =- 137(8) 2) Dead + 0.
75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.
00, Plate Increase=1.00 Uniform Loads (plf)
Vert: 1-23=-
205, 7-23=-50, 8-14=-20 Concentrated Loads (lb)
Vert: 1=-213
7=-213 3=-184 11=-237(B) 4=184 5=-184 15=-
120 16=-119 17=-184 18=-184 19=-184 20=-184 21=-
119 22=-120 24=-118(B) 25=118(B) 26=-1 18(
B) 27=-1 18(B) 28=-118(8) 29=-118(B) 30=-1 18(
B) 31=-1 18(B) 14) Dead: Lumber
Increase=0.90, Plate Increase=0.90 Pit. metal=0.
90 r.y.lhne
s••h n .. tr , I W nawflndl•1 area TIN a rOsaanml0tq nr7 ;!Intl Lq..lr Y c I.* hrh e11 t men sim ve— uo,.3-W sN r» lo, ry gtu.rm pn„
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eq h.11.phtrrnpe.3N itr Q.en.40..,in>tivd¢..trhdlophger•,.trnewitruC»D;d6rYd e.itgri,dlitl ih rM itrtNdnlile.ihim d•b•f 4rq w pr..m4rdYrq udl.rmrytllni 80083 c.wyhWieff e.
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IraGleegN or..rmpy p.:n wild hInuhsrp (, hICItrbniq ks,}e,rIns Spee hpu.ie ps Limadtonn".Ml Fort Pierce, FL
Blvd. Fort Pierce,
FL
349e6 6ppipht01016A•lfeel h.
sses.Anlag1.ImAl10JI tepnbaiaJAir h.ogem, ill egWIN, isproA3ud.eYenthe .risre.perm,ssidhem A-1WTresses -Anhoarllogo III, p.I.
Job Truss Truss Type Qty Ply
WRCEB2ML FG1C FLAT TRUSS 1 3
A0087895
Job Reference o tional
Run: 8.120 s Dec 11 2017 Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:24 2018 Page 2
ID:ta7uotTo57oOtNCWmTn2mQyhggX-Gi3TBH_5mJ11 rixn0EZ4a8S4nzZloPXN796sMXytsgP
LOAD CASE(S)
Standard
Uniform Loads (pin
Vert: 1-23=-185, 7-23=-20, 8-14=-20
Concentrated Loads (lb)
Vert: 1=-65 7=-65 3=-102 11=-122(B) 4=-102 5=-102
15=-52 16=-64 17=-102 18=-102 19=-102 20=-102
21=-64 22=-52 24=-61(B) 25=-61(B) 26=-61(B)
27=-61 (B) 28=-61 (B) 29=-61 (B) 30=-61 (B) 31 =-61 (B)
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 (pin
Vert: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=31
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21=20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31=62(B)
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: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=-8
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21=20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31=62(8)
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: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=24
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21=20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31=62(B)
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: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=-5
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21=20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31=62(B)
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thfinslev•.fins
kt.* •Ya•h7r•,wnt Blvd. A.au inns il.(r„
u.ped n...m ydrr.we,i neln„dup:ymri, leinm k,y.,. (nn slca[.ear r+l No#liNkumnld.d.fK1 Fort Pierce, FL 34946 roliilh0tp16AllalbausAnbgl.Icbllil,/.E. hp,d.
ai..dAnl.muo,untlorw,isproiJ"oel.i4ende.nnnp.mi,u»hloA llcultmus•Ie wl(.(.olum,ll.
Job Truss Truss Type oty Ply
WRCE62ML FG2 Flat Girder 1 1 2
A0087896
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33:25 2018 Page 1
I D: to 7uotTo57oOtN C W mTn 2mOyhggX-kud rOd?iXcluTr W zay5J 6 L_He NvtXk?X M psPuzytsg O
3-6-3 7-0-5 10-6-8
3-6-3 3-0-3 3-6-3
2x4 11 2x4 11
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TIC 0.53 Vert(LL) 0.06 6-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) 0.12 6-7 974 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 92 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 'Except'
W1: 2x6 SP No-2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-7 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 1925/0-7-4 (min. 0-1-8)
5 = 1626/0-7-4 (min. 0-1-8)
Max Horz
8 = 38(LC 6)
Max Uplift
8 = 299(LC 4)
5 = 150(LC 5)
Max Grav
8 = 1925(LC 1)
5 = 1651(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-1866/287, 1-9=-3632/248,
9-10=3632/248, 2-10=-3632/248,
2-11=-3632/248, 3-11=-3632/248,
3-12=-3632/248,4-12=-3632/248,
4-5=-1543/98
BOT CHORD
6-7=-248/3632, 5-6=-58/332
WEBS
1-7=-280/3551, 2-7=-983/0, 3-6=-1067/46,
4-6=-200/3457
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 raw 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=15ft;
Cat. 11; Exp C; End., GCpi=0.18, MWFRS (envelope);
end vertical left exposed; porch left and right 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 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except 0t=1b) 8=299, 5=150.
8) Load case(s) 2, 14, 15, 16, 17, 18 hasthave 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) 418
lb down and 277 Ib up at 0-2-12, 142 lb down and 53
lb up at 14)-0, 137 lb down and 30 lb up at 3-0-0, 210
lb down and 129 lb up at 5-0-0, and 288 lb down and
168 lb up at 7-0-0, and 288 lb down and 168 lb up at
9-0-0 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=1.00
Uniform Loads (plf)
Vert: 1-4=-185, 5-8=-20
Concentrated Loads (lb)
Vert: 1=418 3=-288 9=-142 10=-137 11=-210
12=-288
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
1/16in
Standard
Uniform Loads (plf)
Vert: 14=205, 5-8=20
Concentrated Loads (lb)
Vert: 1=-356 3=-251 9=-120 10=-119 11=-183
12=-251
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 14=-185, 5-8=-20
Concentrated Loads (lb)
Vert: 1=-168 3=-141 9=-52 10=-64 11=-101
12=-141
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: 14=-136, 5-8=2
Horz: 1-8=28
Concentrated Loads (lb)
Vert: 1=190 3=111 9=34 10=17 11=86 12=111
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: 14=-136, 5-8=2
Horz: 1-8=-7
Concentrated Loads (lb)
Vert: 1=190 3=111 9=34 10=17 11=86 12=111
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: 14=-136, 5-8=-20
Horz: 1-8=22
Concentrated Loads (lb)
Vert: 1=190 3=111 9=34 10=17 11=86 12=111
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: 1-4=-136, 5-8=-20
Horz: 1-8=4
Concentrated Loads (lb)
Vert: 1=190 3=111 9=34 10=17 11=86 12=111
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p edy41L}w,.pdeMrdpYY{dsOrplmrRl.W!d 80083
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4451 5 Lucie 619d.
Fort Pierce, FL 34946
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Job Truss Truss Type Qty Ply
WRCEB2ML FL01E Floor Supported Gable 1 1 A0087897
Job Reference (optional)
nun: mizu s uec 11 zu1 / rnnt: d.12u s NOV 12 Z01 r mi Iek Industries, Inc. Fri Jul 27 13:33:25 2018 Page 1
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H'-8
3x6 FP= 30 =
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x6 FP= 3x3 =
LOADING (psf) SPACING- 2-"
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT 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-" oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. All bearings 19-3-4.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
18
Max Grav
All reactions 250 lb or less at joint(s)
34, 33, 32, 30, 29, 28, 27, 26, 25, 24,
23, 22, 21, 20, 19
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
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) 18.
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
o,u-u-rq
CSI. DEFL. in (loc) I/defl Ud
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 18 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 86 lb FT = 10%F, 10%E
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For, Pierce, FL 34946
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Job Truss Truss Type Qty Ply
WRCEB2ML FL02 FLOOR g 1 1
A0087898
Job Reference (optional)
0-1-8
H ,
2-6-0
1.5x4 II
1.5x4 = 3x8 =
0
1 2
61a
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33,26 2018 Page 1
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1-9-4 2-0-0
1.5x4 II
1.5x4 II 3x4 = 3x6 FP= 30 =
3 4 5 6 7
1.5x4 II 3x8 =
8 __ 9
W
Dead Load Defl. = 3116 in
0. 16 15 11 13 12 M
3x6 = 3x8 = 1.5x4 11 30 = 3x12 MT20HS FP-- 3x8 = 3x8 =
19-10-12
19-10-12
Plate Offsets (X,Y)— [1:Edge,0-0-121, [4:0-1-8,Edgel, [11:0-3-8,Edgel, [12:0-2-8,Edge], [18:0-1-8,0-0-121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.40 12-14 >584 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) 0.56 12-14 >419 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.08 11 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 99 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(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
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1061/0-3-0 (min.0-1-8)
17 = 1074/0-7-4 (min.0-1-8)
Max Grav
11 = 1061(LC 1)
17 = 1074(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3390/0, 34=-3390/0, 4-5=-4262/0,
5-6=4262/0, 6-7=4262/0, 7-8=-3465/0,
8-9=-3465/0
BOT CHORD
16-17=0/2008, 15-16=0/4262,
14-15=0/4262,13-14=0/4178,
12-13=0/4178,11-12=0/2094
WEBS
9-11=2284/0, 2-17=-2221/0, 9-12=0/1516,
2-16=0/1527, 3-16=-285/34, 7-12=-789/0,
4-16=-1171/0, 7-14=-259/534
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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
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Job Truss Truss Type Qty Ply
WRCE1321VIL FL03G Floor Girder 1 1
A0087899
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:27 2018- Page 1
ID:ta7uolTo57oOtNCWmTn2mQyhggX-gHkcpJ1 z3E7ci9gMiN7nCm4ZCBZ4?dKpp7LWzrytsgM
0-1-8
H ,
2-6.0 1i10-4 1-3-0 0.8-0
t---i
Dead Load Dell. = 1/8 in
1.5x4 II 1.5x4 II
1.5x4 = 3x8 = 3x6 FP= 3x4 = 3x3 = 1.5x4 II 3x4 1.5x4 II 4x6 = 3x3 II
0
1 2 3 4 5 6 7 8 9 1 11
ggq021
20
err
18 17 16 15 14 13
3x6 = 3x8 = 1.5x4 II 1.5x4 II 302 MT20HS FP-- 4x8 = 4x6 =
3x6 =
19-10-12
19-10-12
Plate Offsets (X,Y}- 11:Edge,0-0-12], [2:0-3-12,Edge], [5:0-1-8,Edge], 110:0-2-0,Edge 12:Ed e,0-1-81, 113:0-2-8,Edge], 18:0-3-12,Edge], 20:0-1-8,0-0-12]
LOADING(psf) . SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.38 15-16 614 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.53 15-16 446 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 12 n/a n/a
BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 101 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat) 'Except'
82: 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-" oc bracing.
REACTIONS. (lb/size)
19 = 1112/0-6-14 (min.0-1-8)
12 = 1901/0-3-8 (min.0-1-8)
Max Grav
19 = 1112(LC 1)
12 = 1901(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3546/0, 3-4=-3546/0, 4-5=-3546/0,
5-0=-4519/0, 6-7=-4650/0, 7-8=-4650/0,
8-9=-2991/0, 9-10=-2991/0
BOT CHORD
18-19=0/2089,17-18=0/4519,
16-17=0/4519, 15-16=0/4519,
14-15=0/4094, 13-14=0/4094,
12-13=0/1245
WEBS
2-19=-2310/0, 2-18=0/1611, 3-18=-266/23,
5-18=-1258/0, 10-12=-2272/0,
10-13=0/1931, 9-13=-262/0, 8-13=-1219/0,
8-15=0/614, 7-15=-330/3,6-15=-343/546,
6-16=-272/67
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) 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.
4) CAUTION, Do not erect truss backwards.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 926
lb down at 19-1-0 on top chord. The design/selection
of such connection device(s) is the responsibility of
others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + 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: 10=-858(B)
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Lloaba1161.E to Fort Pierce, FL
34946 T pr Iro'
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Job Truss Truss Type Oty Ply
A0087900
WRCE62ML FL04 Floor
Job Reference (optional)
0-1-8
H ,
2-6-0
1.5x4 II
1.5x4 = 3x6 =
1 2
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13.33,27 2018 Page 1
ID:ta7uotTo57oOtNC WmTn2mOyhggX-gHkcpJ 1 z3E7ci9gMiN 7nCm4XmBYu?hwpp7LWzrytsgM
1 5x4 II
1 5x4 II 3x4 = 3x4 = 3x6 FP=
3 4 5 6 7
1-3-0 W
Dead Load Den. = 1/8 in
3x6 =
3x3 II 6x6 =
8 9 10
IQ Y9
3x6 = 3x8 = 3x8 MT20HS FP-- 1.Sx4 II 3x6 = 4x8 =
1.Sx4 II
18-10-12 1 2,12
18-10-12
Plate Offsets (X,Y)— 1:Edge,0-0-12], [2:0-2-8,Edge], [4:0-1-8,Edge], 5:0-1-8,Edge], [10:0-14,Edge], [13:0-1-12,Edge], 17:0-3-8,Edge], [19:0-1-8,0-0-12]
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 13-14 677 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.46 13-14 493 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 10 n/a n/a
BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 96 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 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 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 1029/0-3-8 (min.0-1-8)
18 = 1029/0-6-14 (min. 0-1-8)
Max Grav
10 = 1029(LC 1)
18 = 1029(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3208/0, 3-4=-3208/0, 4-5=-3944/0,
5-6=-3657/0, 6-7=-3657/0, 7-8=-3657/0,
8-9=-1091/0, 9-10=-1093/0
BOT CHORD
17-18=0/1914,16-17=0/3944,
15-16=0/3944, 14-15=0/3944,
13-14=0/3944,12-13=0/2637
WEBS
2-18=-2116/0, 2-17=0/1430,3-17=-286/12,
4-17=-1033/0, 10-12=0/1448,
8-12=- 1710/0, 8-13=0/1 127, 7-13=-321 A
5-13=-702/136
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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. SUongbacks 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
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Job Truss Truss Type Qty Ply
WRCE132ML FL05G Floor Girder 2 i 1
A0087901
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:27 2018 Page 1
ID:ta7uo1To57oOtNC WmTn2mQyhggX-gHkcpJ 1 z3E7ci9gMiN7nCm4fSBgL?mRpp7LWzrytsgM
1-5-12
1 1 - - -
3x4 =
3-2-8
3-2-8
3x4 =
Plate Offsets (X,Y) - j1:Edge 0-0-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.00 5 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 4 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 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 3-2-8 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1040-0 oc bracing.
REACTIONS. (lb/size)
5 = 942/Mechanical
4 = 942/Mechanical
Max Grav
5 = 942(LC 1)
4 = 942(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. .
BOT CHORD
4-5=0/1199
WEBS
2-5=-1411/0, 2-4=-1411/0
NOTES-
1) Refer to girder(s) for truss to truss connections.
2) 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.
3) 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 + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (pig
Vert:4-5=-10, 1-3=-300(F=-200)
Concentrated Loads (lb)
Vert: 2=-929
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Blvd. For;
onDleicerce, FL 34946 erirgB'
J104A-I low onus-L&TIt 1I.IaJ.01.Lt.tpAchrimdiisdamn,.alhr.,isCJilBd.at"lienamFi'misimist-AIbdllnus•ARAMI.TMWID,Li.
Job Truss Truss Type Qty Ply
A0087902
WRCEB2ML FL06 FLOOR TRUSS 8 1
Job Reference (optional)
0-1-8
H ,
2-6-0
1.5x4 II
1.5x4 = 3x8 =
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:28 2018 Page 1
ID:ta7uolTo57o0lNCWmTn2mQyhggX-8TI_Oe 1 bgXFTKJFYF4e0k_cmlbwRk7Cz2n44VlylsgL
1-3-0 2-0-12 r 2-0-0
3x3 =
1.50 II 3x4 = 1.5x4 II 3x6 FP= 1.5x4 II
1F
Dead Load Dell. = 1/8 in
3x6 =
3x6 II 6x6 =
3x6 = 3x12 MT20HS FP-— 3x3 = 1.5x4 II 3x6 = 4x8 =
3x8 =
19-11-4 20-2-e
19-11-4 0-3!4
Plate Offsets (X,Y)~ 1:Edge,0-0-12), [2:0-3-12,Edge], [12:0-1-4,Edg,, [15:0-1-8,Edge], [19:0-3-12,Edge], 21:0-1-8,0-0-12]
LOADING(pso SPACING- 2-" CSI. DEFL. in loc)' I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.35 17 682 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.48 17 494 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.02 12 n/a n/a
BCDL 5.0 Code FBC20171TP12014 Matnx-S Weight: 101 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except'
T1: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-8 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
12 = 1086/0-2-12 (min.0-1-8)
20 = 1086/0-6-14 (min. 0-1-8)
Max Grav
12 = 1086(LC 1)
20 = 1086(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3464/0, 3-4=-3464/0, 4-5=-4395/0,
5-6=-4395/0, 6-7=-3934/0, 7-8=-3934/0,
8-9=-3934/0, 9-1 0=-1 162/0,
10- 11 =1 060/0, 11-12=-1162/0
BOT CHORD
19-20=0/2036, 18-19=0/4230,
17-18=0/4230, 16-17=0/4395,
15-16=0/4395, 14-15=0/2820
WEBS
2-20=2251/0, 2-19=0/1578, 3-19=255/0,
4-19=-848/0,4-17=-162/606,
5-17=-305/43, 12-14=0/1543,
9-14=-1833/0, 9-15=0/1232, 8-15=-290/38,
6-15=-874/3
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 12.
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) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
t
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Job Truss Truss Type pry Ply
WRCEB2ML FL07G GABLE 1 1
A0087903
Job Reference (optional)
0-1-8
H , 2-6 0
3x4 = 3x6 FP=
0 1 2 3
ri
Kun, ts.1Lu s Uec 11 ZU1 r t1nnt: t3.1ZU s NOV 12 2077 Mi7ek Industries, Inc. Fri Jul 27 13:33:28 201EI Pagel
ID:ta7uotTo57oOtNC WmTn2mQyhggX-8TI_0el bgXFTKJFYF4eOk_cmEbyPkC 1 z2n44VlytsgL
2-5-4 , 1-3-0 1-3-0 A i 1-2-8 Q4-81-2A
x4 = 3x3 II 3x6 =
5 7 8 9
0-P
Dead Load Deft = 1/16 in
10 11 12 13 14
1/0
I I I 1 1 vi
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) 0.12 25-26 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) 0.21 25-26 583 240
BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.02 23 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT 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 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing,
Except:
6-" oc bracing: 22-23,21-22.
REACTIONS. All bearings 9-5-12 except Ot=length)
26=0-6-14.
Ib) - Max Grav
All reactions 250 lb or less at joint(s)
15, 22, 21, 19, 18, 17, 16 except
26=651(LC 1), 23=1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1562/0, 3-4=-1562/0, 4-5=-1562/0,
5-6=-1562/0
BOT CHORD
25-26=0/1115, 24-25=0/1562,
23-24=0/1156
WEBS
2-26=-1233/0, 6-23=-1860/0, 2-25=0/494,
6-24=0/553, 5-24=-318/0
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable studs spaced at 1-4-0 oc.
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.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 842
lb down at 9-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 15-26=10, 1-14=-100
Concentrated Loads (lb)
Vert: 6=-842(F)
0
29
9Y
19-11-8
PLATES GRIP
MT20 244/190
Weight: 98 lb FT = 10%F, 10%E
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For', or•, Pierce, FLFL 34946
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Job Truss Truss Type Qty Ply
WRCEB2ML FL08 Floor 1 1
A0087904
Job Reference (optional)
13
12
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33,29 2018 Page 1
ID:ta7uotTo57o0tNC WmTn2mQyhggX-cfsME_2DbrNJxTglpo9FHB9w7_GBTh46H Rqd 1 kytsgK
0-1-8
H
2-6.0 1 8 0 2-1-8 I0 i+ 1-3-0
1.5x4 II 30 = 1.5x4 II
4 3x3 =
3x3 II 5x6 =
Dead Load Dell. = 1/16 in
1.5x4 =
e• e•
a•1 • 10 9 8 7
WA = 1 Srd 11 UA. —
3x4 =
4
q4
8-10-0 9-2
8-10-0
Plate Offsets (X,Y)— [1:Edge,0-0-121, [6:0-1-2,Edge), [12:0-1-8,0-0-121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.11 10-11 >923 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.18 10-11 >584 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.03 6 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 47 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 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
6 = 475/0-3-8 (min.0-1-8)
11 = 475/0-6-14 (min.0-1-8)
Max Grav
6 = 475(LC 1)
11 = 475(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-789/0, 3-4=-789/0, 4-5=-417/0,
5-6=421 /0
BOT CHORD
10-11=0036, 9-10=0f789, 8-9=0l789
WEBS
2-11=-813/0, 6-8=0/553, 5-8=0/265,
4-8=-724/0
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 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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4451 St. Lurie Blvd.
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Job . Truss Truss Type Qty Ply I .
WRCE132ML FL09G Floor Truss A0087905
Job Reference (optional)
Run: a. 120 s Dec 1 i 2U1 r runt: t1.1Zu s NOV 12 2U1 / Milek Industries, Inc. Fri Jul 27 13:33:29 201& Pagel
ID:ta7uotTo57oOtNCWmTn2mQyhggXcfsME_2DbrNJxTglpo9FHB9wE_HGTe06HRgd 1 kytsgK
0-1-8
H i 2-6-0 1-3-0 2-5-4
1.5x4 II
1.5x4 = 3x4 = 1 5x4 II 1.5x4 II
1-3-12
i "M1
Dead Load Defl. = 1/16 in
1.5x4 II
14x4 =
1.5x4 =
6
e• n
EO e• 9 8 3x4 =
3x4 =
3x4 =
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/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(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-" oc bracing.
REACTIONS. (lb/size)
7 = 1294/0-3-8 (min.0-1-8)
10 = 690/0-74 (min. 0-1-8)
Max Grav
7 = 1294(LC 1)
10 = 690(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1710/0, 3-4=-1710/0, 4-5=-1710/0
BOT CHORD
9-10=0/1214, 8-9=0/1710, 7-8=0/1476
WEBS
2-10=-1342/0, 2-9=0/813, 3-9=-424/0,
5-7=-1927/0, 5-8=0/258
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 3-10d (0.131'
X Y) nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 922
lb down at 9-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
5) 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
CSI. DEFL. in loc) Well Ud
TC 0.74 Vert(LL) 0.19 7-8 666 360
BC 0.66 Vert(CT) 0.25 7-8 493 240
WB 0.46 Horz(CT) 0.02 7 n/a n/a
Matrix-S
Standard
1) Dead + Floor Live (balanced). Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert:7-10=-10, 1-6=-100
Concentrated Loads (Ib)
Vert:5=-842(B)
3x6 =
PLATES GRIP
MT20 ' 244/190
135
0
Y
Weight: 53 lb FT = 10%F, 10%E
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Pierce, FL 34946
Job Truss Truss Type Qty Ply
A0087906
WRCEB2ML FL10 ROOF TRUSS 10 1
Job Reference (optional)
0-1-8
H
2-6-0 1-3-0
3x4 = 1.5x4 II
3
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13:33:30 2018 Page 1
ID:ta7uotTo57o0tNC WmTn2mQyhggX-SsQkRK3rM9VAZdPxNVgUpPiA4ObOC6PGV57AaAytsgJ
1-3-0
1.5x4 II 3x4 =
4 5
3x6 =
6
131
e•
0'
9 8 3x3 =
3x3 =
103x4 = 7
3x8 =
10-7-8 1 Q-9-0
10-7-8 0-1-8
Plate Offsets Offsets (X,Y(1:Edge,0-0-121,f/:0-3-8,Edge][11:0-1-8,0-0-12]0-121, (7:0-3-8,Edge]f11:0-1-8,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.19 7-8 >669 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.09 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S IWeight: 55 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(0at)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling direc0y applied or 7-10-3 oc bracing.
REACTIONS. (lb/size)
10 = 571/0-6-14 (min. 0-1-8)
7 = 571/0-3-8 (min. 0-1-8)
Max Uplift
10 = 286(LC 8)
7 = 286(LC 8)
Max Grav
10 = 571(LC 1)
7 = 571(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1188/1581, 3-4=-1188/1581,
4-5=-1188/1581
BOT CHORD
9-10=-1 1461944, 8-9=-1581/1188,
7-8=-1185/977
WEBS
2-10=-1044/1267, 2-9=-592/332,
5-7=-1071/1299, 5-8=-539/287
NOTES-
1) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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 286 lb uplift at
joint 10 and 286 lb uplift at joint 7.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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Leer tominM•bIODJderne,tlrhJ,UM W q(geer.fErp lie s!NI)rWtlelhtlldflll nrxeetrlti eml pl.et VH rS.t Lretpaeraetlrhiae Let rty.,lief h+A [qve tllmt tw4s•,ant ne.uuwer.
m,ayJr•.mghal.eyed lrleuhytteuhenoetuyrure.,l,sslm+tgnr.e.rq umyad neard.ml 4451 St.
LucieBlvd 349 Fort Pierce.
FL34946bppiFNO101{AIIKfbntn•AeAagLhtd
W,11. hpr.(m edllisLxu ed,ucoy ban, isFroliliW04eNAenme•Femistie•henl-1hellnsses-Adhs•y1.Ierb10,1.1.
Job Truss Truss Type Qty Ply
WRCEB2ML FL12 FLOOR 5 1
A0087907
Job Reference (optional)
0-1-8
HI
3x6 =
1 2
Run- a.izu s uec rl Zu1 r PnnC 1:1.121) s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13,33:30 2018 Pagel
ID:ta7uotTo57oOtNC WmTn2mQyhggX-5sQkRK3rM9VAZdPxNVgUpPiCuOi4C4zGV5ZAaAylsgJ
1-6-0 2-1-0 i 1-6-0
3x4 = 3x6 FP= 3x4 =
3 4 5 A, 7 A
4$
Dead Load Den. = 1n6 in
3x6 =
o .n ..
0
210 011T
3x4 = 3x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 3x6 = 3x6 =
LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) 1/defl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) 0.24 14-15 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT) 0.32 14-15 767 240
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 12 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pur ins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
18 = 762/0-6-14 (min.0-1-8)
12 = 757/0-3-8 (min.0-1-8)
Max Grav
18 = 762(LC 1)
12 = 757(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2467/0, 3-4=-2467/0, 4-5=-3244/0,
5-6=-3244/0, 6-7=-3244/0, 7-8=-3244/0,
8-9=-2487/0, 9-10=-2487/0
BOT CHORD
17-18=0/1436, 16-17=0/3058,
15-16=0/3058,14-15=0/3244,
13-14=0/3068, 12-13=0/1465
WEBS
2-18=-1588/0,2-17=0/1139,4-17=-654/0,
4-15= 68/489, 10-12=-1609/0,
10-13=0/1130, 8-13=-642/0, 8-14=-77/481
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.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104 Ib FT = 10%F, 10%E
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Neu.
rrye[.rueJ.lq...mghea rrrs wehri hlme buq!ep.oUrtitrlitq kyex,. r. 35 ''r''dr"""`
4451 St.
Lucie Blvd. ta.Eq®d.I eyfq uorirl b•nn.e2afbmL sppi1110?OltAIL1dlnnes
AdilaalLlaml.liLl'.I lepnbuiaedtladammeaf,uulform,i$Fckilhd.itletade.rimepnmistiehwA-Itedlnsses-Aethwrl.Gmbiltr.[ Fort Pierce,
FL 34946
Job Truss Truss Type Qty Ply
A0087908
WRCEB2ML FL13 Floor 5 1
Job Reference (optional)
0-1-8
H
2--0
1.5x4 II
1.5x4 =
0
1
dN
19
r
3x8 = 1.5x4 11
2 3
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:31 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-Z2_6fg4U7Shc Bmz7xDgMcECuox4xTHPklJk6dytsgl
1-64)
i
1-9.8 i 1-641
3x4 = 1.5x4 11
4 5
Dead Load Dell. = 3/16 in
1.5x4 II 3x4 =
3x6 FP= 1.5x4 11 3x8 = 3x3 11
6 7 8 9
T2
10 11
PIP, EAR -opPF, NEW, mh ".1 I iM i o, rAoii - IER. i P. a EFP: N 01
3x6 =
17 16 15 14
3x8 = 3x12 MT20HS FP= 3x3 = 3x3 =
13
3x8 =
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deb L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.42 14-15 579 360
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) 0.58 14-15 421 240
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 12 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S
LUMBER -
TOP CHORD 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, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
18 = 1126/0-6-14 (min. 0-1-8)
12 = 1126/Mechanical
Max Grav
18 = 1126(LC 1)
12 = 1126(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3631/0, 3-4=-3631/0, 4-5=-4736/0,
5-6=-4736/0, 6-7=-4736/0, 7-8=-4736/0,
8-9=-3660/0, 9-10=-3660/0
BOTCHORD
17-18=0/2122, 16-17=0/4488,
15-16=0/4488, 14-15=0/4736,
13-14=0/4502, 12-13=0/2167
WEBS
2-18=-2346/0,2-17=0/1668, 3-17=-253/0,
4-17=-948/0,10-12=2385/0,
10-13=0/1651, 9-13=-252/0, 8-13=-932/0,
8-14=-131/662, 6-14=-297/20,
4-15=-1191673, 5-15=-302/16
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
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
12
3x6 =
PLATES' GRIP
MT20 244/190
MT20HS 187/143
Weight: 103 Ib FT = 10%F, 10%E
i
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IYidr:ersYn dJM.iI.rIM.4Wl aM fm bbl.rl.I.. r.IKI. hNvp—r—Ylq Anthony T. Tombo Ill, P.E.
I dn Ir MsYiaARLtntrny.nNq Mtrs.,rOnni.rd.l m.rWgMapr..6uptiMOLF[(.1'aWnlSqupdiM.fOgn.l06111r.7kU.jr1as.864.04tl.gl.nN..r..g4dhrrtsraneljl :80083
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St.
For.ort 3494Pierce, FL 34946
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Job Truss Truss Type Qty Ply
WRCE621VIL FL14 Floor Truss 6 1
A0087909
Job Reference (optional)-
0-1-8
Hf
2-6-0
i
3x10 =
1 2
Run: 8.120 s Uec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13 33:31 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-Z2_6fg4U7Sd 1 Bmz7xDCjMcEH 1 owlxT_PkUk6dytsgl
1-6-0 ` 2` 2i'1-6-0
3x4 =
3x4 = 3x6 FP=
3 4 5 6 7 8
N-8
Dead Load Defl. = 1/8 in
U8 =
9 10 11
Im2100
4
3x6 = 300 = 3x12 MT20HS FP-- 3x4 = 3x4 = 3x10 = 3x6 =
1.Sx4 SP=
1
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.42 14-15 598 360
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.57 14-15 435 240
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
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 directy applied or 5-3-11 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 1136/0-3-8 (min. 0-1-8)
18 = 1142/0-74 (min.0-1-8)
Max Grav
12 = 1136(LC 1)
18 = 1142(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3700/0, 3-4=-3700/0, 4-5=-4866/0,
5-6=-4866/0, 6-7=4866/0, 7-8=-3729/0,
8-9=-3729/0, 9-10=-3729/0
BOT CHORD
17-18=0/2154,16-17=0/4587,
15-16=0/4587, 14-15=0/4866,
13-14=0/4605,12-13=0/2199
WEBS
10-12=2415/0, 2-18=-2382/0,
10-13=0/1691. 2-17=0/1709, 9-13=-254/0,
3-17=-257/0, 7-13=-968/0,4-17=-980/0,
4-15=-103/734,5-15=-345/14,
6-14=-338/22.7-14=-118/719
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.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104 Ib FT = 10%F, 10%E
x pi—er.krr n•n. n •, I txl rmz I Mr, ar411 r1m a G-F=1 osllxs-tm h-4 fip rr". d d an nr lm, Onp b"ltt0, u tr War l Tory R 11 trhm Seen Mn ne Ws 9*-m ace a m..y
ehleruocatn,smnnesl.trllr.rat Ne1m,Im Iep..pe.Spdr pex:mW.e p lll,¢nm,.vp 4dr,e.e nrx,4 nv.warmin,44 sgrlm, Mm+r 1oA,a.. er 1ti1
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u^D^YT.
80083Tombo
III,P.E. 4
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4a'9 r•••!1+! =80083 r]
ermetdx.rye6red dq..,tgryrdr.lnrnehtilkmud [ P'
F Itl.,Lre,len fxndlt,dLLn,Auk..l•n,Mpiq¢aafrm,.i,le•.,a'n, 4451St. Lucie Blvd. q W.,
rn¢rtrt ks.,.rnssstv+t meeegwq lnmarzse.:mnne dnmr. Fat Pierce, FL 34946 oppipN02016A-Ifedlmsts-
AmiuyI Ios6e1101 ttpnlwioodskis iormnlomyInn, isprollddr,rAontle.nrreepermuuw6.oAdtoollmses A rhuy1.Iwtdll,/l.
Job Truss Truss Type Oty Ply
A0087910
WRCEB2ML FL15E Floor Truss 1 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:32 2018 Page 1
ID'ta7uotTo57o0tNCWmTn2mpyhggX-1EYUs046ummuowYJUv jyvgnbuCT5g6SZzP2HHe3ylsgH
at 8 t-8
3x3 = U6 FP= 3x3 =
e
1 I 1 • 1 1 1 1 1 I 1 1 1 •• 1 1 1
C`\+bx'h. ,t, ::. Tan 4•,:..+)::.:a:•::+i.4,.,,\:..\.,:::::..:.,...,..,a.:..f1.•:......:.......c.......:...,:::.,::::>:;:::>:;:::::;::::: :
r e
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 YES
BCDL 5.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT 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-" oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 21-1-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
36, 19, 35, 34, 33, 32, 31, 30, 28, 27,
26, 25, 24, 23, 22, 21, 20
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
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 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
CSI.
TC 0.08
BC 0.01
WB 0.03
Matrix-S
1-0
DEFL. in (loc) I/defl Ud
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 19 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 10%F, 10%E
e.. ll,•. e. •u u nAm('v'"R kvut ls,a unstnn (eau f<nr uweuAdl!Itr d. rfi ks* Iroan sd rn 6n (:.:: Q..fR1 r a (ry (I u t rd.e.: u I A:t.... Y:u e].nl sx:A M I!. eil
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de.h.Ifal h.(dd qaa n hgps:nn ."ami
For, Pierce, FL 34946
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Job Truss Truss Type Qty Ply
WRCEB2ML FL16G FLOOR GIRDER 1 1 A0087911
Job Reference o tional
w 6c; 1 r cv r r urns: o. rzu s Nov i2 20 r MI I ex Inaustnes, Inc. Fri Jul 27 13:33:32 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mClyhggX-1 EYUsO46ummuowYJUwryvgnQ8CHzgz8ZzP2He3ytsgH
1—I 0-7-0 i 2-5-8 F 0-7-0—i
3x6 II
602 =
MT20HS= , 3x6 II
13 12
7x8 = 3x6 II
4-1-8
4x6 II t 3x6 II 7x14 MT20H$- 3x6 II
11 10
3x6 11 7x8 =
LOADING SPACING- 20-0 CSI. DEFL. in Ioc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0,83 Vert(LL) 0.10 12 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) 0.14 12 819 240
BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 9 n/a n/aBCDL5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(ftat)
BOT CHORD 2x4 SP 240OF 2.OE(ffat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-3 oc
pudlns, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 3642/0-6-14 (min.0-1-8)
9 = 3365/0-6-14 (min.0-1-8)
Max Grav
14 = 3642(LC 1)
9 = 3365(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
8-9=-268/0, 2-3=-6758/0, 3-4=-6853/0,
4-16=-7647/0, 5-16=-7647/0, 5-6=-6005/0,
6-7=-5991/0
BOT CHORD
13-14=0/4322, 12-13=0l7647,
11-12=Of7647, 10-11=0/7647, 9-10=0/3894
WEBS
2-14=-5502/0,2-13=0/3329,4-13=-1334/0,
7-9=-4957/0,7-10=0/2846,5-10=-2744/O,
5-11=0/590,4-12=-653/0, 3-13=-812/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 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) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1106
lb down at 1-2-4, 1106 lb down at 2-6-4, 889 lb down at
3-4-4, 1026 lb down at 4-6-4, and 1083 lb down at
6-6-4, and 1107 lb down at 8-6-4 on top chord. The
design/selection of such connection device(s) is the
responsibility of others.
5) 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 + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 9-14=-10, 1-8=100
Concentrated Loads (lb)
Vert: 4=-842(B) 6=-1026(F) 3=-1026(F) 15=-1026(F)
16=-1026(F) 17=-1027(F)
602 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 95 lb FT = 10%F, 10%E
eeq ILw i.eeyrh rrh•h71L1Cf(13SSlSjdltElj Q1'3U 1EhIS i(017f1Ly(ISUYj g1!1;1f[ICn Jlfi hs, leTr ksq rnensdM unwwil•m asp 7 r.lt[P,r YlA.rl Inie 4l1_111 e14w Wrtm Yns A•nu a". M In, We
drleYurmrlOfreawcelhe,iflowewl HeirnrMsglepnpe,lrndi[epw.Mmrwwwrf0lrr[tevmwrgrtedOrrtKd iol>rblry Wyrbybspieerayeln!rlgMwblODbl,eeleRl Ikhs,pns*_hwgre.bwi"014 Anthony T. Tombo 111, P.E. wl m die t.n fiwl h"I'a imildn WC, %m.beow,-wcd eo..bl.IL lDe.pe•,.4rwcndh X mIK wl iehd Mlgnh 1 RI ih gxeW d61[dw. erll ne dirimttlefgl.l o•gr,wmeeew.d key ri rwr mlwWlnde, talq hraFe e tee:.e.rt.xw";k lDdspOuf l rhmerdm eelig(gwSefq tfreraif lilYJelh Ul wl UU nrehwrll prd e- IN i1n L 1eP:e••t 1 Ye, r U In hop., T!'s%Wbawl rmr W[s..W.ws 80 3
A..he Id.el ry e feted qed qw w r,eol h dl e.:n wehri I1Inv Mu* (qam h «i m Ii1q Mr.p., er L :r slcee iq.m r r wW w ms!I k:.r.e w letal.In, 4451 St. Lurie Blvd.
w
hppil6t01016A-Ibelhesses-AnYcg1.I=bsIO.H.tepnboiadslniuuoen,uigtw,isproCibbe/.itLMHevnrtupnoissiwhmbltedhnses-Achwri.batoIn,?I. Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply
A0087912
WRCEB21VIL . FL20 Floor 2 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33 33 2018 Page 1
ID:ta7uotTo57oOtNC WmTn2mQyhggX-VQ5t4 M5ke4ulQ47W2dE BR 1 JezcdzPN2iC3orAVytsgG
0-1-8
H
2-6-0 1-3-0 I I24— I
3x4 =
3x8 = 3x4 = 3x6 FP=
1 2 3 4 5 6 7 8
4$
Dead Load Dell. = 1/8 in
3x8 =
9 10 11
0
22:5 o
V
2
0
3x6 = 3x8 = 3x12 MT20HS FP-- 3x3 = 3x8 = 3x6 =
30 =
20-6-8
20-6-8
Plate Offsets (X,Y)— 1:Edge,0-0-121, [2:0-3-8,Edgel,[10:0-3-8,Edge), 1 3:0-2-0,Edgel, [17:0-3-8,Edge], [19:0-1-8,0-0-12), 21:0-1-8,0-0-12)
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.38 14-15 643 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.52 14-15 468 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 12 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 101 Ib 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 5-5-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 1109/0-6-14 (min. 0-1-8)
18 = 1109/0-0-14 (min.0-1-8)
Max Grav
12 = 1109(LC 1)
18 = 1109(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3560/0, 3-4=-3560/0, 4-5=-4584/0,
5-0=4584/0, 6-7=4584/0, 7-8=-4584/0,
8-9=-3558/0, 9-10=-3558/0
BOT CHORD
17-18=0/2084,16-17=0/4376,
15-16=0/4376,14-15=0/4584,
13-14=0/4379,12-13=0/2085
WEBS
2-18=-2304/0, 2-17=0/1632, 3-17=-257/0,
4-17=-902/0, 10-12=-2305/0,
10-1 3=0/1 629. 9-13=-255/0, 8-13=-908/0,
8-14=-135/655, 6-14=-346/44,
4-15=-135/660, 5-15=-351/43
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
reenl I,,,n.gw,n.R•Ilocrnuormltnarul rtnar(oranusmnx(-rvllr;uuenD:umd..hd,ry .,d un.n(Imrrnpr..glrtade. wrl l warl u.ruMwr.r Whr bn.ivuNrMM..j
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I
Anthony T. TDmbo 111, P.E.
r.waal,r..,I.u xd e wua admM.do.> . ond..dw(wh..a, .m.a aLruardedl.r rw drtil M1 xwa M1lwd. m(,,.aminr lw ayr..u.e lasrrna. . 80083
detUnhsyaw(sen Ian%som411*lODdtepwiljW!bnldhhdly(enmz} nrft-0.pNpAaeIN&5w*rntpn U"aWft.0%In,on4..tmonpiq:..(I.,ftw .,.ns 4451 St. Lucie Blvd.
der,d. t" If a Cesv,Vd ea ndy h all r••as sndnd M1 loss hup In-, It ICI Ike [fin hcprr, n In;I sm. hp . al w W" Ia mdf 4 Y•n n a tdael le In 1. Fort Pierce, FL 34946
IPhirh107D16AIlest harts-Arlbgl.lem6e ill, Ll. tepnhaiae of M1h rocomenl, is 610mm,aproYl-ad rilicel llt+liaoe pewisum hem A -I tool hnses- Aelhoor 1. bato 111, t1.
Job Truss Truss Type Qty Ply
WRCEB2ML HJ5 Diagonal Hip Girder 2 1
A0087913
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:34 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-zdfFHi6MPNOc2EiicLIQ_Fsn771 W8OQrQjXOjxytsgF
1-5-0 7-0-2
1-5-0 740-2
Dead Load DeB. = 1/8 in
0
N
N
3x8 II
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.10 5-8 836 360 MT20 244I190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.21 5-8 403 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.06 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.11 5-8 780 240 Weight: 27 Its FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-&0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
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)
4 = 175/Mechanical
2 = 319/0-4-9 (min.0-1-8)
5 = 85/Mechanical
Max Horz
2 = 129(LC 4)
Max Uplift
4 = 113(LC 8)
2 = 103(LC 4)
Max Grav
4 = 175(LC 1)
2 = 319(LC 1)
5 = 121(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-409/188
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);
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 113 lb uplift at
joint 4 and 103 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 86
lb down and 97 lb up at 1-4-9, 86 lb down and 97 lb
up at 14-9, and 32 lb down and 22 lb up at 4-2-8,
and 32 lb down and 22 lb up at 4-2-8 on top chord,
and 11 lb down and 7 lb up at 1-4-9, 11 lb down and 7
lb up at 1-4-9, and 14 lb down at 4-2-8, and 14 lb
down at 4-2-8 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 (plf)
Vert: 14=-60, 5-6=-20
Concentrated Loads (lb)
Vert: 3=64(F=32, 13=32) 12=-3(F=-2, B=-2)
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YILYrsmrrof uilbrW htr illy w.il. If rinSr Rslr fgnpr,Sp$! !;murwglttigrumrww¢pwn o frnmrd wptilq nywWrq 6 b lnprl4 up lnu l7mlw4e tOD w¢. w6 DFY ftit pru.y—hoot; umxti neld'1 Anthony T. Tombo III, P.E. wlneAttitmfYgld/+{nttiny.,oeAu.dO..i rs dq'fvdldhgkv'r,.a atia rrQtir wlmbdY.Ygn4dllN ginNdso, radw.bunrA4fmtWon lwO4wq,.bow. oidk .Yn:r.0 w,80083 eOrtar hryt!
d(r:rtr tl orluwi r NDdorpmrw7 r1 rd0 tiNq(wrwa 4Lry lir rfl6q pintilq iNdflU m:6nrlti pnntl r.da llt11rL1Lrttreaifan wl tiwff ULnlh Lnr rfu.w lBd
lrr v grelmn mghdpearlmhe! iti inss Gu[ganhtClSla lq ktytri,nL :r SloaEgma lorwNq Vgalrl •n nnldalofnl. Onp rr mdfmtlhnYr!
lu,am 44515t. Lucie Blvd. Fort Pierce. FL
34946 GppiphOTI116AdiK1lnttrs Atibgl.he.
u' 111,11. kpldMiaddit4mneai,mulIwo, itproYl'delriAcn[it .rinnpereitdM6w1•Itedtimn-ln6rorl.balo111,1.[.
Job Truss Truss Type Qty Ply
A0087914
WRCE132ML HJ6 Diagonal Hip Girder 2 1
Job Reference (optional)
3x4 =
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 NO
BCDL 10.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 201/Mechanical
2 = 430/0-10-15 (min. 0-1-8)
4 = 132/Mechanical
Max Horz
2 = 75(LC 4)
Max Uplift
3 = 124(LC 4)
2 = 299(LC 4)
4 = 101(LC 4)
Max Grav
3 = 201(LC 1)
2 = 430(LC 1)
4 = 150(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=5.Opsf; h=15ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch 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.
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:35 2018 Page 1
I D:ta7uolTo57o0lNCWmTn2mQyhggX-RpDdU27_Ah8TgOHuA2GfVVSPvaPN9tTg?fN HxFOytsgE
Dell. = 3116 in
CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TC 0.94 Vert(LL) 0.34 4-7 267 240 MT20 244/190
BC 0.50 Vert(CT) 0.37 4-7 248 240
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP Weight: 25 lb FT = 10%
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 124 lb uplift at
joint 3, 299 lb uplift at joint 2 and 101 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 43
lb down and 56 lb up at 4-10-15, and 43 lb down and
56 lb up at 4-10-15 on top chord, and 11 lb down and
23 lb up at 2-1-0, 11 lb down and 23 lb up at 2-1-0,
and 23 lb down and 55 lb up at 4-10-15, and 23 lb
down and 55 lb up at 4-10-15 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 (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-8(F=-4, B=-4)9=-21(F=-11, B=-11)
10=-36(F=18, B=-18)
req. e..qwm..tr•Yiix1rgi46(iUilr)aeYunuauxn¢nmuM,-irm,uucn(ztuare.rrtwrroan,dnrarR.ml:m"N"lrRidr,e.niwxrLu*—rWews,nrm,en.a,vee.riv..•,
YlhY ploftmnrHh Yi11.•il if rirnt ltsp l.(le.Spdry[ey;b vd.glllrynem.tea dim F af.1miti .WW Mb"dMtapi-hrw•. it To" .1 ML tYL p w pa Y"uO.i trdtt AndionyT Tornbio III, P.E. i dadztMekgWtghhrtq.tddndaa(Aea.dO.vtrascdapy YWtgkgr•,ormm dt Rlb0.•ddrldl.(xln4d0.1.i1tgnNdhllldenWmdblmt.drfg46rmgr.mWmdkvltkl.rn:paW.d -80083
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rm.. rxrr ire sra m4 r e M h a r•. eeA it u.ss E.d [ ui d iu wq.,. i:x fie+6yw d w w4 u oarxr :o r. rdd mi Fort Pierce, FL 34946
epIn1110lOIAAIteelLnses Aetkagl.leebelllJl. teprdedianl tYn demnem. u uT lu., is pmAlAdd 4991 fie uttee pemissiee hi. bl tcef hisses- Aerhe rLleed IO, L[
Job Truss Truss Type Qty Ply
WRCE1321VIL HR Diagonal Hip Girder 2 1
A0087915
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13.33:35 2018 Page 1
ID:zRSREV FepZFZ_OLY7U9jlztnLF-RpDdU27_Ah8TgOHuA2GRNSPzOPLRINY?fNHxFOytsgE
1-5-0 4$13 9-10-1
1-5-0 4-6-13 5-3-4
Dead Load DeO. = 1/16 in
0
Y " r
3x8 11 1.Sx4 11 °
3x4 =
4-6-13 9-10-1
4-6-13 5-3-4
Plate Offsets (X,Y}- 2:0-2-12,0-0-7]
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.05 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.13 7-8 >910 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.04 7-8 >999 240 Weight: 46 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 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)
5 = 168/Mechanical
2 = 464/0-4-9 (min.0-1-8)
6 = 303/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
5 = 88(LC 4)
2 = 123(LC 4)
6 = 45(LC 8)
Max Grav
5 = 168(LC 1)
2 = 464(LC 1)
6 = 303(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-13=-695/100, 4-13=-637/101
BOT CHORD
2-15=-195/638, 15-16=-195/638,
8-16=-195/638, 8-17=-195/638,
7-17=-195/638
WEBS
4-7=-683/208
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 88 lb uplift at
joint 5, 123 lb uplift at joint 2 and 45 lb uplift at joint 6.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 86
lb down and 97 lb up at 14-9, 86 lb down and 97 lb
up at 14-9, 32 lb down and 22 lb up at 4-2-8, 32 lb
down and 22 lb up at 4-2-8, and 58 lb down and 54 Its
up at 7-0-7, and 58 lb down and 54 lb up at 7-0-7 on
top chord, and 11 lb down and 7 lb up at 1-4-9, 11 lb
down and 7 lb up at 14-9, 14 lb down at 4-2-8, 14 lb
down at 4-2-8, and 31 lb down at 7-0-7, and 31 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 (plf)
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=64(F=32, B=32) 14=-77(F=-39, B=-39)
16=-3(F=-2, B=-2) 17=-52(F=-26, B=-26)
rrq-14ra Ereeplh re•n•b'clnCf 111SSpj,pll(IQc;LLt RtxS ifu!'JIICK(1S17M(-In:T;I((1C117N[fi'hrt. terry v Irnrin drd wt•n[I mlesp Ym Ii[P r1YlA•II IW41LMrm krr dii nr 4m, Cernu vrJ n4 mr..1
dlLerte:4rYn„Mrnd46I11b•.tY hrlrn,wgtq.ape.spolt eerybw•nl r4om,o.u 4 h,cdn{renq mpmW r4w,.p44,.je tn3tuM•41n.ry ,r PFl nLwrnuap.brq'ON" O Anthony T. Tombo III, P.E.
I dad otm,W•Ilaklyh4,upWmieeP..n.40.•i,nu-rid¢frbW/gkv te,rbrta rab(,bR;•14Yd1i/>an4dlFl.1,rnnl/bWWRIOlntd4lmtaiti W14.,qe..Odit d rtq,HroenyrcYnd : 80083
b rrlal Mspr dGeect sl", SON. ft MOM FW,d rhmu d4 c. W;4m 46q ttr ( , 0bMil rw rid We ardw J%VwOph. P11rLtLm dYndue,laba,d Im,k
Ar.lu lbrl(.trtagrd grr.rrephdrra, wehei I41ms Gur (ep,eebeCib4lal ktae,nL 3S '
sp Wsrdrm,,rv..,,` 4451 S[. Lucie Blvd. R+a Eepem d.I O iFlM airs renldalrlM1l
Fort Pierce, FL 34946
GppipA102114A.Ifact bctsrs-An1ag1.1ta5.01,t.f. tepnbdie.Wdn6mmat,unllur,isFrolJdd.d cnderritterper•issiwhusAAtcrlhmes-Ac4wrl.leas 0,1.1.
Job Truss Truss Type Oty Ply
A0087916
WRCEB21VIL HJ7B Diagonal Hip Girder 1 1 JJob Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Jul 27 13.33:36 2018 Page 1
ID•zRSREVFepZFZ_OLY7U9jlztnLF-v?n?iNBcx?GKHYs5jmnu3gx8bphicgg8u 10VngytsgD
4-4-0 9-7-9
4-4-6
t 5-3-3
3x8 II 1.5x4 II
3x4 --
LOADING (ps, SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.05 6-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.13 6-7 896 240
BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.03 6-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-&0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 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)
1 = 400/0-2-2 (min.0-1-8)
4 = 169/Mechanical
5 = 309/Mechanical
Max Horz
1 = 136(LC 22)
Max Uplift
1 = 91(LC 4)
4 = 91 (LC 4)
5 = 65(LC 4)
Max Grav
1 = 400(LC 1)
4 = 169(LC 1)
5 = 309(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-12=-707/156, 3-12=653/156
BOT CHORD
1-14=250/652, 14-15=-250/652,
7-15=-250/652,7-16=-250/652,
6-16=-250/652
WEBS
3-6=-699/268
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);
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 2-0-0 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 at joint(s) 1.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 91 lb uplift at
joint 1, 91 lb uplift at joint 4 and 65 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 19
lb down and 19 lb up at 1-2-1, 81 lb down and 90 lb
up at 1-2-1, 41 lb down and 58 lb up at 4-0-0, 32 lb
down and 22 lb up at 4-0-0, and 59 lb down and 67 lb
up at 6-9-15, and 58 lb down and 54 lb up at 6-9-15
on top chord, and 7 lb down and 12 lb up at 1-2-1, 11
lb down and 7 lb up at 1-2-1, 11 lb down and 13 lb up
at 4-M, 14 lb down at 4-M, and 31 lb down at
6-9-15, and 31 lb down at 6-9-15 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: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 2=30(B) 13=-82(F=-43, B=-39) 14=-l(F)
15=-6(F=-5, B=-2) 16=-54(F=-28, B=-26)
Dead Load Defl. = 1/16 in
h
Y "
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 10%
f4.v e..+y rra. n •n t%f nessafsmll'1 ¢riu(nun t (tanul [nrx[i mm!r; nurntxA[er ha IcNf h Nciem d mr mr.hr Imr YrniIRP, r h Iffy S I.Y 0. f l ldem Peen Srrr nr f en.m wN. Ae Nl,.j
Wl rueeeroif:at,umtledhtrlllaw.rl tte fr.0 te[rp.ape, Sfoe>,fr[rd;m uAeeq lllrgrvmr. anp rAo1l md gwbpmPWYrtrmin}A4 uyrLsLgalloOr NrrAf wle Al na,a mv/rt.daq aetnaq Anthony T. Tombo 111, P.E
I adAtilm-(valh"hhm^*k!dt:Am.hOm'f.ovd¢f hWlghYp,.oe; Aaft. *'& WIN Wb'ly,MrdKI ih Nle 101dgYdl rdYfm 1.C;n .YUPmrdYrquYh ey. i : 80083
h"h4xd[teat Il.m is eaem NOdmpa>ordpLdndd hey [aqum tAar ter.r (rdj tdi nSd¢U nrAedYlmJpda lrtl YSet L•mtemein dhenAUhn h a,Imr hs# emlmr Vaeova,anc
Ac.fu lM ifI(esn qeN q.a. 4 a rrnenrhd hlnv Nitrof —h1[i to Wfafpwra,nL.Spa rim. A arfalfif N WJ9A onoar asldad b MI
Lurie Blvd.
Foor[rt Pieerrce, FL 349e6
Gppitu 0 }016 A -I loaflnuet - Aabaq l.Iemhe III. p.l. tepreleniae of bis iemnent, is at lu¢, is pwlbatA.i(Yea f<e nines Fermntiw bassA-I tnf hnut - Inh ay 1.lads Ill, /.l.
Job Truss Truss Type Qty Ply
WRCEB2ML J5 Jack -Open 7 1
A0087917
Job Reference (optional)
Run: ts.120 s uec 11 Z017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. FriJul 27 13.33:37 2018 Page 1 ID:
zRSREVFepZFZ_OLY7U9ilztnLF-NCLNvj8FilOBvhRHHT17ctUN D7iLNAt6hm2JGytsgC 1
0 0 5-0-0 1
0 0 5-0-0 —I 300
II 5-
0-0 5-
0-0 Plate
Offsets (X,Y)-- 5:0-5-6,0-1-8) LOADING(
psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 18 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x6 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-0-0 oc puriins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 1040-0 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation quide. REACTIONS. (
lb/size) 5 =
272/0-3-8 (min.0-1-8) 3 =
124/Mechanical 4 =
54/Mechanical Max
Horz 3 =
107(LC 12) Max
Uplift 5 =
131(LC 12) 3 =
47(LC 12) Max
Grav 5 =
272(LC 1) 3 =
124(LC 1) 4 =
88(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
5=-253/462 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)
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 131 lb uplift at joint
5 and 47 lb uplift at joint 3. LOAD
CASE(S) Standard
41-
kru Nw h n•r.h'slntf fnSinjS[UErl QCill lta61fJr70t11fiS1iY!'[rl?llnC ri:.Uli tre lcei Yo Mnnmdny ren r.ml,:r ksphnglRPursdyllMsstlLhhe+r Slen.'n.r tlnrCtr•nv vN.lt irl..1 meYrorniln:
smneult.rt»pw.W l:stnrrrn¢tsp.npe.sr[.rn:u:d.lorrgrnrm.ruF•,4dr++q+re+rrMrr,urraw r o,tyrh s6r d rrmr.h.wne! IracP.:.armaryum.,uarr I
dn rrLrYgWLgnhngwvlMddP.r.hQ.nraorsd¢aro ttllglegi•..acrbnrldnCml.IOrhollai+{drdlM gRnd4hf01d.;Wnr40elmtaidgldlgwrge.oGMrdYegdf.r:.c u.4 Anthony 7.80083
ll,
P.E. 80083
dl+eglrsfrdhr.iE osrasrrOr lODdtf ps n.l pl srstlrtrlep(gmseer hY.m.,R01)r11rh1 YlAd141nn1re:al. pe rJrrz RLIMLrLrq l-r:.eeny/l•hnragtr, l:e:Orsp(gar.f fn:tl ra..anr 4451 St. Lucie Blvd. rs..Nlarlrltt+,ogrd,...mgyalr,..rnatr(nvt.:5.!q.rbmduWtRy..rtn:sfro+6w.im.u4 ewais r rr.aed.rnl rptnpN
01D1A A I ttd lasses Aakoq L laaho W, t.t. tepreloaieul tkis d maem, is ar two, is prokilBd widest lit Trines ptraissilo hm Ad tcol Misses- Aeth ay 1. Im ho III, P.I. Fort
Pierce, FL 34946
Job Truss Truss Type Oty Ply
A0087918
WRCEB2ML J6 Jack -Open 9 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 1333:37 2018 Page 1
I D:ta7uotTo57o0tNC WmTn2mpyhggX-NCLNvj8Fi lOBvhRHHT17clULCD2mLNA16hm2JGytsgC
1-0-0 5-&0
1-0 0 5-6-0 - -
3x4 =
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 100 Code FBC2017lfP12014
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
puriins.
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)
3 = 139/Mechanical
2 = 283/0-8-0 (min. 0-1-8)
4 = 73/Mechanical
Max Horz
2 = 75(LC 8)
Max Uplift
3 = 87(LC 8)
2 = 196(LC 8)
4 = 60(LC 8)
Max Grav
3 = 139(LC 1)
2 = 283(LC 1)
4 = 98(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=5.Opsf; h=15ft;
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; 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-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5-6-0
CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TIC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 244/190
BC 0.55 Vert(CT) 0.09 4-7 727 240
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP Weight: 18 lb FT = 10%
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 87 lb uplift at
joint 3, 196 lb uplift at joint 2 and 60 lb uplift at joint 4.
LOAD CASE(S)
Standard
m.' mt.e.. r.x.n rlucrnassa[ <uur¢etutrinarw4kdpi.od,drb.,naroil— "Itt"Irta;drrra.rt l.rntttd. Sbvw,,., UnsOu— ONno. mr,.y nitYu.avreaufbtWhal)b.
ill,Iln,kuplW.(rt.iptAL ,03usl..rhhtpmisomb"l.GOwLu.An Anthony T.TomboIII, P.E. dw enrm,r.rwr br,
n da c.o.o.aunni.stidr erwrron,.ra rn4ra ecrrbds.r narrtil b. Ar rd. bum4mrm.Ags.uLars..uv.rb,d rrrry.4+ + z 80083 rw h.dl n..m..,
mr.rlmd nm ar.,araa w.mrnrn•I br+rurr a,,.ry mibLrrr„,>=,rr.,eou.,a..h.,r.cy,.dr.,re.+.,.., 4451St. Lucie Blvd. r:o.nr r g e
c.s,a mr y. •. b r. n b a n r.0 4! b en r wry wvpe.. r,ss sM1a 6 n• e.r wAa u m oix.41 m n n s bnil. For[ Pierce, FL 34946 opyi1h0?Olt A-lbdhesses-Antonin. Tomb*
In.l.l.teprol.atomdttisimonem,msoy lmtinpretitdtl.itkcatht-d"e.peroussiwhas A-1holhnses-AnhwrLlmkelll,?.[.
Job Truss Truss Type Qty Ply
WRCEB2ML J7 Jack -Open 16 1
A0087919
Job Reference (optional)
Hun: 8.7.2U s NOV 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:38 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-sOvm739tTcW2XrOTrBgM851 R8dLu4gQRLLVbsiytsgB
1 0 0 7-"
1-0 0 7-0-0
3x8 II
7-"
7-"
Dead Load Dell. = 1/8 in
Y
V "
Plate Offsets (X,Y}- 12:0-34,0-0-61
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.10 5-8 817 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 5-8 350 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.21 5-8 401 240 Weight: 27 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 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 = 183/Mechanical
2 = 34210-3-8 (min.0-1-8)
5 = 90/Mechanical
Max Horz
4 = 156(LC 12)
Max Uplift
4 = 64(LC 12)
2 = 165(LC 12)
Max Grav
4 = 183(LC 1)
2 = 342(LC 1)
5 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-438/40
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 & 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 nonconcurrenl 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 64 lb uplift at
joint 4 and 165 lb uplift at joint 2.
LOAD CASE(S)
Standard
Eeryrhrisnglhrrn•h'1117G}fi1SS6jiN(r}Qf:LLin1161fWA1QA(IS10xi-InT;1WCREKaEIi h,a.ItrQ,Yvrtpotandrtdtdn n,1m,Irs;rMr.g11CV,dErL1.11IrbltllM ra,Slmld nr pn,C mmad.MiPI,Y Widtsnm
rb„atitl nrlhbii8 rt ntl 1,rirn,Imtlrp>r pr,Spdry bpy,13u9 to ory t¢uN u+a[edm FdnOrd top" :•.y.Wivist"dos utyr lmt Lindx1k Drdi rrb PA N hlpnwt¢,. Mlgtrrmw>.,grlft Anthony 7. Tombo III, P.E. Itdtudoala,
Lr.il dynhtnpstide,aft N.. a.r inOr[dgd bWtykvpt•,error dbnLi,IL'ad,bdl YrIn4dPNnsp..ddhtYdnedln,dim I—iiyloft -W.doin oq,MYaan,NWnd =To083 h taLq htpau(rern uo„dr abiWdco Ptmn a/rlrhndM4EY tnlw 4Eal Ka(fOlrYnklhiTdslU m:d earf'a pen l'y,aml LrtLrt,T•"n IFL•fdS,h.,,ay.r.t:n,oesl,tga. arlmsr.,dn•u,.„ 4451 St. Lucie Blvd. rfe.tu lddllr[atrdgW q.armlhArrn tnd,d hlnv bsgr!nh16t4tadq Mtpt,n l+:,flea 4,,, drat rlLl urtimd Nara tnldael ml. Fort Pierce, FL
34946 G si MO}
PIRA-I fadhasus-Arita Llamba01,1.l. to ndaaicaalilisdomnrm,inu tun, is ratline aitlenArrrince ermissiw6aaA-1Icedlosses-Ia1,leIII, Ff. P1 1 TP1ti P i AnthonyT
Job Truss Truss Type Oty, Ply
A0087918
WfRCEB2ML J6 Jack -Open 9 1
Job Reference (optional)
Run. 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Jul 27 13:33:37 2018 Page 1
ID:ta7uolTo57o0tNC WmTn2mOyhggX-NCLNvj8FilOBvhRH HT17ctULCD2mLNA16hm2JGytsgC
1-0-0 5-6.0
1 0 0 5-"
3x4 =
5-6-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.09 4-7 727 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-15-0 oc puffins.
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) 3 =
139/Mechanical 2 =
283/0-8-0 (min. 0-1-8) 4 =
73/Mechanical Max
Horz 2 =
75(LC 8) Max
Uplift 3 =
87(LC 8) 2 =
196(LC 8) 4 =
60(LC 8) Max
Grav 3 =
139(LC 1) 2 =
283(LC 1) 4 =
98(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=5.Opsf; h=15ft; 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; 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-" 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 87 lb uplift at joint
3, 196 lb uplift at joint 2 and 60 lb uplift at joint 4. LOAD
CASE(S) Standard
r
y Mvhh r hrnh.ne•ulxln3Ssajst r¢rutnnnat cxnu rntorl-nan-;llnCntl"JlliI.cte Yilrpn.mdrrdam.ntl:n,ktpinglRP,oehlfJ.111erYReledrmAMw( vi, o+n,er..ua r.atu,.ti hullYreroris>»
seAnnrrrmbll.Wl I,Ilr.blectlgrbpr,Spdt[r'es;4YY•ttit r¢hues.mtab b h,o.lnPnbeR,t WlerSrbinprYtrJelnf{t7m1 rtrob¢,rr•RI naypmrt.ibraru,mw>.so+dj ' Anthony T. Tombo 111, P.E. dn.
halm,k.rwn br,ut.m roeo.. ro.n,.a.crag.. rtrr.Moaw..r.,eearrla ncrabdh rslnte.fret. Ae nn rrmr. lwtnramrm yr[tsa..we.rte bsrrny.cft, r z 80083 meWtiksfardt4451St.
Lucie Blvd. n..rterh.t.
rhaydy..m hat.nnend Irtm,[.rat+..balc.uw*.,.t.,,ftm.t.re w, uo,rzt ntr.rml Fort Pierce, FL 34946 QppgMO}011Adfail Tresses •
Way 1.loabaIII, H. hpral niaadlln simmers, moyIva, isproMidel irlealthe .rineaperaissia Time AdLed Tresses -Aarbuy1.ledoIII, i1.
Job Truss Truss Type City Ply
WRCEB2ML J7 Jack -Open - 16 1 A0087919
Job Reference (optional)
Kun: ts.iZO s NOV 1z ZU1 r runt: 8.120 s NOV 12 2017 MiTek industries. Inc. Fri Jul 27 13:33:38 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-sOvm739ITcW2XrOTrBgM851 R8dLu4gQRLLVbsjytsgB
1-0 0 7-0-0
1 0 0 7-0-0
Dead Load Defl. = 1/8 in
Y
nCP
Y "
3x8 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 0.86 Vert(LL) 0.10 5-8 817 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 5-8 350 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 5-8 401 240 Weight: 27 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 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 = 183/Mechanical
2 = 342/0-3-8 (min.0-1-8)
5 = 90/Mechanical
Max Horz
4 = 156(LC 12)
Max Uplift
4 = 64(LC 12)
2 = 165(LC 12)
Max Grav
4 = 183(LC 1)
2 = 342(LC 1)
5 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-438/40
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) 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 64 lb uplift at
joint 4 and 165 lb uplift at joint 2.
LOAD CASE(S)
Standard
nq. rNr bngY. mn. b •n rxw nnlni suta-tarm nna uaraous mu rnr, untncr ur r.- rrn, r.o r, d e on,. br o, r lm. b,.s.r l r.ra e l m.vr vM r hlnr Cc.0 and r• b 101.wY
YrlrYrsecwrrn uflnrulbblYJunrtl of elrnr lesWl pe, lrndrbrex',murnnr l0r rgrevm mpo ib MrhrYrinpetlpregruNlr irber prabs In:f L7mIw6110 rh. nen lM1l IY Lwr nvarm.hrq rnmwt unedl
I dnrdVrlmr oll.leelnbrnrwvW;r taAm,bO.aftaorcdcfanbbllyptL{••,•b[u rlibQLieICJ4lededgn4dPlllrrNnd bl0idr..bdlnrdbiminrMgl w;gr,luldre YosluzaYbnfNtilf
Anthony T.7omhoIll,P.E.
b bYq hs¢sGrmr. tl ar ro M.bNDdbrnmrdpnhn db 4eYq(nyr mSCrq 6ys(mlj reYblh M d W—fte d*F.Wri— Ml rBnbrrgaa eein IlLLyfLLnrA Imr aermr 4rEx n,nin 3LucieAr.iu etlnite[e o yxl gno.mghrd Nr'ae wrhei Ih lnv dup lslreuh endra'lq ktye,nlns SlvaFr{aw Eq Mf,, mm3fadR:n orn MneYRll • 4451 St. Lucie Blvd.
Fort Pierre, FL 34946
GppilAf07011Alieeflnssts-Ah1agl.IrcSeW.p.1. tepnhonodlluisxome,ioulInn, isprakl4dnitknlit rrinnPermission hmA4lcdlnsses-Aeth•rI lonlolfl,Ff.
J ,
Job Truss Truss Type Qty Ply
A0087920
VVRCEB2ML J7B Jack -Open 4 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes, Inc. Fri Jul 27 13:33:39 2018 Page 1
I D:zRSREVFepZFZ_OLY7U9ilztnLF-KaT8KPAVEwev8?bgPuLbhlZbpOjtpHgaa?F909ytsgA
6-10-0 ,
LOADING(ps2 SPACING- 2-M CSI. DEFL. in loc) 1/de8 Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.08 34 985 360
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.19 34 409 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.14 3-4 561 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-6 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)
4 = 262/0-1-8 (min.0-1-8)
2 = 179/Mechanical
3 = 82/Mechanical
Max Horz
2 = 123(LC 12)
Max Uplift
4 = 116(LC 12)
2 = 79(LC 12)
Max Grav
4 = 262(LC 1)
2 = 179(LC 1)
3 = 124(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
1-4=-240/417
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 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 at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 116 lb uplift at
joint 4 and 79 lb uplift at joint 2.
LOAD CASE(S)
Standard
Dead Load Dell. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
feq Mufur.Irb.h'IIUQIISL'S{'SNlf1Q1',11IRI11Sl(Olallr$1141011{tnTIUJCnti'M[li tre.l erYd Aoert!drtd sn esLmkaQduglRP,uOeleVi11r 4eL1A efl9enMnnl mm!off-m d mm.ry
nm-WW.r6tpnwpihwq,u swa? Anthony T.Tombo111,PEt80083
4451 St.Lucie Blvd.
Fort Pierce, FL 349e6
bplri¢101DIAAIDeelhisses-Antatyl l W,l.I. IeprdntiaedtAniematcl,in yln,ispreii1 1.4tode+rinempe!m4siwhmAdhdhues-Aslhnyl lnleRL1.
Job Truss Truss Type Qty
WRCEB2ML L01G Hip Girder 1 2
A0087921
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:40 2018 Page 1
ID:ta7uotTo57o0tNCWmTn2mQyhggXonl WYIB77Dmmm99sybsgDW6g1Qz5YbFkpf_iwbytsg9
r1-0-0 5 6 0 10-10-9 16-1-7 21-0 0 2740-0 28 0 Q
1 0 0 5-0 0 5-4-9 5-2-13 5-9 I
5-6.0
3x6 = 1.5x4 It
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 NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2 'Except'
131: 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-13 oc
puriins.
BOT CHORD
Rigid ceding directly applied or 5-10-0 oc bracing.
REACTIONS. (lb/size)
2 = 1953/0-M (mm.0-1-8)
7 = 1953/0-8-0 (min.0-1-8)
Max Horz
2 = 28(LC 4)
Max Uplift
2 = 1355(LC 4)
7 = 1355(LC 5)
Max Grav
2 = 1953(LC 1)
7 = 1953(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6809/4685, 3-19=-9583/6633,
19-20=-9583/6633, 4-20=-9583/6633,
4-21=-9583/6633, 21-22=-9583/6633,
22-23=-9583/6633, 5-23=-9583/6633,
5-24=-9656/6683, 24-25=-9656/6683,
6-25=-9656/6683, 6-7=-6798/4683
BOT CHORD
2-12=-4516/6574,12-26=-4544/6608,
26-27=-4544/6608, 11-27=4544/6608,
11-28=-6597/9611, 28-29=-0597/9611,
29-30=-6597/9611, 10-30=-0597/9611,
10-31=-4513/6603, 31-32=-4513/6603,
9-32=-4513/6603, 7-9=-4486/6570
WEBS
3-12=-267/418, 3-11=-2152/3170,
4-11 =-54 7/330, 5-10=-552/329,
6-10=-2205/3247, 6-9=-265/418
Dead Load Defl. = 1/2 in
27 " 28 29 30 — 31 32 '
4x8 = 5x10 MT20HS= 1.5x4 II 3x6 =
1-7
CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TC 0.58 Vert(LL) 0.8910-11 364 240 MT20 244/190
BC 0.96 Vert(CT) 0.9410-11 343 240 MT20HS 187/143
WB 0.62 Horz(CT) 0.13 7 n/a n/a
Matrix -MS Weight: 227 lb FT = 10%
41111*2
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) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load 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 1355 lb uplift
at joint 2 and 1355 lb uplift at joint 7.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 242
lb down and 239 lb up at 5-0-0, 79 lb down and 98 lb
up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb
down and 98 lb up at 11-6-12, 79 lb down and 98 Ib
up at 13-6-0, 79 lb down and 98 lb up at 15-5-4, 79 lb
down and 98 Ib up at 17-5-4, and 79 lb down and 98
lb up at 19-5-4, and 242 lb down and 239 lb up at
21-6-0 on top chord, and 157 lb down and 213 lb up at
5-6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down
and 82 lb up at 9-6-12, 58 Ib down and 82 lb up at
11-6-12, 58 lb down and 82 lb up at 13-6-0, 58 lb
down and 82 lb up at 15-5-4, 58 lb down and 82 lb up
at 17-5-4, and 58 lb down and 82 lb up at 19-5-4, and
157 lb down and 213 lb up at 21-5-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-00, 6-8=-00, 13-16=20
Concentrated Loads (lb)
Vert: 3=-195(B) 6=-195(B) 12=-157(B)9=-157(B)
19=-79(B)20=-79(8)21=-79(B)22=-79(B)
23=-79(B) 24=-79(B) 25=-79(B) 26=-53(B)
27=-53(B) 28=-53(B) 29=-53(B) 30=-53(B)
31=-53(B)32=-53(B)
rx.-ri,..a..!s•h•rlimnrssaF;Emr}arwrtrwr(scan[ucmoxirm,,w[n.x urd..ss..r!.„d.n.n,i.,,..slrtavar.a.n!.wartni u,uenm,,., deuer.uu d.amr,.y
inmos:rrn„mera14d 17u rtr aci:.u!Q.pc.s mf,Oyu,s4 ir 4em,.s,4mF.,m,+rml!n,+arhrm"4Itwpm,"sod TM Wy sib Mi. it tmpu+a,. aw,.m.t wrel Anthony T. Tombo 111, P.E. t d. dr im,r.iirnynd:ura, 4o,o.uaomiro,mr..di.uyaT,.4mm o IILnCdh6dl.fxic l,d0.! l nd/h Wd. W.xAVim 1.0 1.6Aoy,.h7e.dkrt u re, uc. 4 z 80083
ar hlln.NIEof s u n,r.rmruP,.seem,sib mrst wtlscmn+duuo115md'oF"pb-miry,unyeae:,srrungla1- ks-pEg- dW.,,w m A
a.stas .tov a cnef i6inuf. ,1 ^,, !yw r >, 4451
Blvd r
4•Aw .reach + i¢lrleanrCirari9 hu m:,1ro• Eo re IOm2faM.•nnelrt.N ml Fort
Pierce, FL FL34946 6pttilki
0 7016 A -I led lnsees - AnM.T L I.m5.1101 lrpr.(oaio. sl Ais (.smrri, is tram, is pio6i1ed iAen de .rime Femisr..6m A -I tral lnsus - A.Arr 1. Ndo I0, r 1.
Job Truss Truss Type Oty Ply
A0087922
WRCEB2ML L02 Hip 1 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:40 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mOyhggXonlWYIB7?Dmmm99sybsgDW6nfQ2ZYackpf iwbytsg9
rt O Q 7-6 1 13-6-0 19-6-0 27-" 28 0 QF17' 7-6-0 6-0-0 I 6-0-0 I 7-6.0 " -".
3.00 12
3x8 =
5x10 MT201-IS%
lu
1 Sx4 II
1.5x4 II
5x8 =
5x10 MT20HS_
1.5x4 II
Dead Load Oefl. = 5/16 in
3x8 =
7-6-0 13-64) 19-6-0 27-0.0
7-0--0 6- 0 6-0-0 7-6-0
Plate Offsets (X,Y}- 2:04-O,Edge1, [3:0-5-0,0-2-61, [5:0-5-0,0-2-61, (6:0-4-0,Edge], 9:04-0,0-3-0)
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip,DOL 1.25 TC 0.79 Vert(LL) 0.67 9 485 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.58 9 558 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.12 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 109 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-11-3 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 = 1140/0-8-0 (min.0-1-8)
6 = 1140/0-8-0 (min. 0-1-8)
Max Horz
2 = 34(LC 8)
Max Uplift
2 = 757(LC 8)
6 = 757(LC 9)
Max Grav
2 = 1140(LC 1)
6 = 1140(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3306/4618, 3-4=-3877/5446,
4-5=-3877/5446,5-6=-3306/4618
BOT CHORD
2-10=-4382/3175,9-10=-4417/3189,
8-9=-4426/3189, 6-8=4391/3175
WEBS
3-10=455/300,3-9=-929/928,
4-9=-384/309, 5-9=-928/928,
5-8=-455/300
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=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left and right 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) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcuffenl 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 757 lb uplift at
joint 2 and 757 lb uplift at joint 6.
LOAD CASE(S)
Standard
cey Ix'1111GFamrsEunGNU FEIWe(aana1Ot10xj14f?;tlnLlllYMUrrcteSrivrponndrtde es.a,lm,hipOee.glRP,r0,1Ay1IreoltrEl .'skenleYene dle„tr.neo d.am,.n 14uen.
eroi ral,roi.euer.e ro....1 1,0m, R elep.pe. Srndl bfKW IU d..1 01114am..oyw+oerd wrxa wge l:, bmeNth 1ro8* WAVMl —27 Anthony T. Tombo 111, P.E. I eJeu,
lt,tm,!r.IWt hhny.,L IneltrAn.MOrn,ebaM¢f Oet Ity[luipr,bnOvAplRl,t0.'.1 ebdl 3ftjle4dPLt.le R.de161GdeweeLeu efmid611.Oe+tc7Lwn9b.IkcgtiflY.lee.+uslke!i s 80083 r lalq
Atpc ed Lexe. V rn w en d TW d d, b rte., d m pel01l (eqm SCq tlnow(IW rlhtld 4 A d flll nrhnef L tool Fi.a ml.Las ee rnrnseses N KS n L tin, huh., Im, kye Eq.. rd rn1, er+y, vss ef nv
Wu.lref.siayw..ngh lece,enter!I4 imths,ptf{e,heCl Ylitghsye,In:,f+Equ.drne Il r.feayrn nnld.lo Rll 4451 Lucie
Blvd. Fat Pierce,
FL 34946 opyiirAl0?Olt
Adloci hosses- Whir 1.loch III. r.I. repreAonioeofskis istmni,imuTho ,ispoil'net.idMderrinopennissiuheeA-lreofImses-Ae6 ay1.lodol0,r.l.
Job Truss Truss Type Qty Ply
WRCEB2ML L03 Hip 1 A0087923
Job Reference (optional) r
rcun: o. rzu s uec I i zui r enne ti.1zu s Nov lz zul r mi Iex Industnes, Inc. Fn Jul 27 13:33:41 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-Gzaul5BlmXucOJk2 WJN3mjfx?gMcH8?t1 JkGS2ytsg8
r1-0 Q 5-11-2 9 6 0 17-6-0 21 0 14 27-0-0 8 0 Q
100 511-2 3614 8-00 3$14 511-2 1-0 0
3.00 12
300 =
5x10 MT20HS=
3x4 =
5x10 MT20HS=
10 '
4x6 = 3x4 =
Dead Load Dell. = 1/4 in
3x10 =
Wm
N
a
0
9-" 17-" 27-0-0
9-6-0 8 0 0 9-&0
Plate Offsets (X,Y) - 4:0-5-0,0-2-4] [5:0-5-00-2-4] LOADING (
psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.50 11-14 645 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.76 11-14 426 240 MT20HS 187/143 BCLL
0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.12 7 n/a n/a BCOL
10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.66 9-17 488 240 Weight: 103 lb FT = 10% LUMBER -
TOP
CHORD 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 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 =
1140/0-8-0 (min.0-1-8) 7 =
114010-8-0 (min.0-1-8) Max
Horz 2 =
42(LC 12) Max
Uplift 2 =
749(LC 8) 7 =
749(LC 9) Max
Grav 2 =
1140(LC 1) 7 =
1 140(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3408/4734,3-4=-2960/4219, 4-
5=-2869/4163, 5-6=-2960/4219, 6-
7=-3408/4734 BOT
CHORD 2-
11 =-4524/3289, 10-11 =-3984/2869, 9-
10=-3984/2869, 7-9=-4536/3289 WEBS
3-
11 =-582/633, 4-11 =-700/432, 5-
9=-700/432, 6-9=-582/633 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=15ft; Cat.
II; Exp C; End., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
porch left and right 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)
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 749 lb uplift at joint
2 and 749 lb uplift at joint 7. LOAD
CASE(S) Standard
r..
Ih,s, M'ey` rwe• n'e l r]tF nrssar,tulrl MIN nsuxi a1:r, ewtn ..ur ea ,y wr r nn r un. m Im, r.e.llr. r r I..r r Ira r t I:a,, sr.lrr nr o, er...n unt n m ra..y Wlh
temurn,nndndhri110 nY I,eim,la}rep.aiu.lro[Ym,w..11 rgnro,nmrau r /B,WernWe'4,egrWeeeyr atr In L InmIOD wd lnl rmR
ruAinlmIr,irdr
er1.xrxei.
rhnr,,00 .
smvYrMhaJhrnA,
ewn.hraO•
hair,
nwurar,rd{ ety.m.ocsmn/rxl
r¢ rr4d l.Gr Ilr pntl r rCed. m 4n1n,4 rim.4.rr M' [ xnrr.linthnE,pd.nr, Mek.q KMr nyoW.
n Anthony T. Tombo
Ilt, P.E. fl— ow. rIDru p.,mdr-of HrilmISK,mh,ouoin"
l.ea8008 Is flit. oi—tairw"m4451St. Lucie Bhd ppirb:02016A11@4I,asses-
A.
deq1. lambs II1,r.I.teprd.aiaddnlumeb,iooil from,
ispail'ed iAenlit .rinnpemisu"hem Ad[cat lnues•Ambuy1.leas m,LL Fort Pierce. FL 34946
Job Truss Truss Type Oty Ply
A0087924
WRCEB2ML MG7C Monopitch Girder 1 1
Job Reference (optional)
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:42 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-k98GyRCNXrOT?TJE40u1JxBF1 EhrOUEIGzTp?Uytsg7
5-0 7.0-0
1.5x4 II
U10 II 3x6 II 4x6 =
360
3 6-0
7-"
3-&0
Plate Offsets (X,Y)- 1:0-5-0,0-1-14),f6:0-4-8,0-1-81
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 5-6 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.04 5-6 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix MP Wind(LL) 0.02 5-6 999 240 Weight: 42 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-0 0
BRACING -
TOP CHORD
Structural wood sheathing direcUy applied or 4-1-7 oc
purlins, except end verticals.
BOT.CHORD
Rigid ceiling directly applied or 9-&8 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 = 2026/0-3-8 (min.0-2-6)
5 = 1430/Mechanical
Max Horz
1 = 138(LC 8)
Max Uplift
1 = 487(LC 8)
5 = 452(LC 8)
Max Grav
1 = 2026(LC 1)
5 = 1430(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
1-2=-1532/347, 2-3=-1986/504
BOT CHORD
1 -11 =-560/1834, 11-12=-560/1834,
6-12=-560/1834, 6-13=-560/1834,
5-13=-560/1834
WEBS
3-6=-384/1603, 3-5=-2114/646
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 2-0-0 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 487 lb uplift at
joint 1 and 452 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1298 Ib down and 301 lb up at 1-0-12, and 805 lb
down and 227 lb up at 3-0-12, and 805 lb down and
246 lb up at 5-0-12 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 (plf)
Vert: 1 4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 11 =-1 298(F) 12=-805(F) 13=-805(F)
Y q•/Yu,..dh in..Gr'N li41IlSES('Sfl!9';G.Nl1[U6tfG.010.3 Uiit. rlFfr'ji(R1NEAlRrh r.Yr Yrp F+ad.sr,rrm,atn,rYG}F+s.q;7lra.ryllry, 111 IYem t>b ld., ry mu Orn,l ,Yrr at r.
Wtd m.rrYr r u, od l,rr l.rlYl k.ir 1,rim,Art}'q.rrrpr-SKoe![q.),eur.Erg,rerun mlrurlrlm„rey.o ny.dta.rtr rvr erclrim,rgw yta n, rein 1. tr rvroaepo,Yr ra.,. uea+n Anthony T Tomtro Ili, P.E.
raYmtrm,e nryhanrdg4dD.,e,rPnalu7Y'MqN.YeWi hlfU..6FYY%MOCMOIrdVil/lqupdiM1l.fhl mld418r hY.u10Ems Sig. simp.s9drkglWlrlYft4 7 ;80087
1. m.tq"=d(.xr ur ..,,d,.0.rnMFramr1.w..14,wiligI p +ulr,w gX7,pWW .lnnolSKI rd..ri1.f-Wrd.. ruwmbrar.,saWhramst un:r.,rt.ud [y..rim,Y dra.,y„ 4451 St. Lucie Blvd. rM.q,
Maihrld>,geel inalhdln., wFd tYLnrR,*Eq um.tih Wlq F.r,Fr,,irnr S!,n.ETrrdwYay r7 ya W e:nnniC.,1.D11 Fort Pierce, FL 34946 Upp,plrCMiAlt.
dlrnuc-AzAMI.ic.MQI.1.L Itpd.niudfll,Ya.mtl,itnlloin, npr.YrlYd.dS..rfit ndlnpociu.. be. AIhdlr.sur-A.IY.g1.Inch ID, 11.
Job Truss Truss Type Qty Ply
WRCEB2ML V06 Valley 1 1 A0087925
Job Reference o tional
2x4
Plate
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:42 2018' Pagel
ID:zRSREVFepZFZ_OLY7U9jlztnLF-k98GyRCNXrOT?TJE40ulJxBH6EpYOeP1 GzTp?Uytsg7
3-" 6-0-0
3-0-0 3-0-0
5.00 12
3x4 =
2x4
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 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)
1 = 180/5-10-13 (min. 0-1-8)
3 = 180/5-10-13 (min.0-1-8)
Max Horz
1 = -17(LC 13)
Max Uplift
1 = -52(LC 12)
3 = -52(LC 13)
Max Grav
1 = 180(LC 1)
3 = 180(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-194/271,2-3=-194/271
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 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.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 52 lb uplift at
joint 1 and 52 lb uplift at joint 3.
LOAD CASE(S)
Standard
my rtnun..yti r y.e'!aeanwufsEl'R'Fmumrntcc!mnn:mc.;'mn^ruulntsy:rrr.!.:!w ahfr rru enirnrlry frnq{lFjrerldryf IcA.I!Eldnnr(6nld..w ea e..Mmr wra.n
rlaon mk.rwrltskkrr rr.rmr!.r Lti r.yu r.iramm:,ca.+rpnna wuqu rirv#w.lmryd.brrr,r<In1.Ikk*uvgakr.!an '"'
Ztdnr/
mlmf6.rkN.many d.1 aCan,MO..irwo 2d7n1ui{slk M,41,.M1 11pn/E. nC dI QIr01 ki IN,ukrlM ik grn./161!Irgiell rv/W Lnf.dkq rah u.r, e sY rkoruduany..ry rr Anthony T. Tomb90083 Ili, D.E.
e.6idgktgudt lea.Ll.wl.bi rMFcutupbi Vk2i(a.SMr Yrtb plkW i. nlrSl(Inrd.sHrx rye/r.istarky,6u:rnei-nrkrr yt.,.n:*e, u.0 d,y!.urim.rrraY..rm =
80083
An.4e Maln.(.dp4eel .. a3yhA!krwM Ik knr ks*fynn.li er 1.31 tt}n,i ntSrwa[Sa.dn ry nrgrn:rmnnni!.n.fM1r 4451 St. Lucie Blvd.
e NOt011A-ftestlosses-Acfl= LICA8111,1,L t d.mdrFiria.kM,icu k
FortDlerte,FL 34946
l7r4 ) ep t r,nCclhnrlrn:NnCe.rdrn/a aunfre A 14allnttet A.tkryl I.nkN,I.E.
Job Truss Truss Type Qty Ply
A0087926
RCEB2ML V10 Valley 1 1
Job Reference (optional)
00
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:43 2018 Page 1
ID:zRSREV FepZFZ_OLY7U9jlztnLF-CMifAnD?188KdduRekPXrBkQGeBOk3DAVdDMXwytsg6
4x4 =
4
2x4 ' 1.5x4 11
2x4
a
o0
9-11-6 10r"
9-11-6 10
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 31 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 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 guide.
REACTIONS. (lb/size)
1 = 150/9-10-13 (min.0-1-8)
3 = 150/9-10-13 (min. 0-1-8)
4 = 380/9-10-13 (min. 0-1-8)
Max Horz
1 = 32(LC 12)
Max Uplift
1 = 58(LC 12)
3 = 63(LC 13)
4 = 80(LC 12)
Max Grav
1 = 153(LC 23)
3 = 153(LC 24)
4 = 380(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-256/311
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 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10 0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.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 58 lb uplift at
joint 1, 63 lb uplift at joint 3 and 80 lb uplift at joint 4.
LOAD CASE(S)
Standard
iY.
q Rm,ua rn..6's147IU46(YL(r16,N1f1,61(GWfptl(!(iGY,,'p iP1Iu71(IRIISrk.,.:ye,r.,,,x,d,d.n,aun,o.:4w.q(l dr,r.11 o.rie! 16—Skole..n, uk.,o.Mc,r rr 1.
Wid eb lhb,N kni k,rlhl. is it l,e lnu h,* pe.Spoel Eq:.)Yur gri rtn,f agru Y Ylntxrigeu uyaalHY rYa* a rail lm,lgOlrr(:1 r!, i.lhl. t*hw. e/+o, is" Anthony Anthony T. Tombo Ili, P.E.
oq seo,Im,d. e gi,ar„ri g4ro.,o,rG•«,wannl a.ak+tAM e..ruae4Mulha(rLk ryua.liM A.YY 171rsI1dl.ulrM, .niq rtq crop.. rya..Ikquirrml.:llt :90081
tl,. r%mg,d(Mm.u+n,nr.rbr ,rF solp6io,4b5-UR1..seekr.e.(rr4lrwrllnryn..Id..Nwl.4. 11a.,r,cl.cinrw4riun*.,1 uo*..rin,Y.ie...rm 4451 St. Lucie Blvd.
ak,•os lri,lh,Idxl e nl :n a1h A!.Yn whd lYLn,ln}fq ao1]74 Wk k,gsa,. i nl1!W.Fq r4!1.1e. t9 yYeWltc...,nYMl.ml. For, Pierce, FL 34946
pllyMQ2016Allnllnsus•-*..IIICYOLN.lepdmindthis i.unetl,isnlM,opdibad.tkWde.,innpn iisirkuAl4dh.sus Ag6gq1.le k.RI, p.L
Job Truss Truss Type Qty Ply
WRCE132ML VM2 Valley 1 1
A0087927
Job Reference (optional) .
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:43 2010 Page 1
ID:zRSRE VFepZFZ_OLY7U9jlztnLF-CMifAnD?188KdduRekPXr8kUpeDZk4fAVdDMXwylsg6
2-"
2."
s-00 12
2x1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix-P 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 240-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 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)
1 = 50/1-11-6 (min.0-1-8)
2 = 37/1-11-6 (min.0-1-8)
3 = 12/1-11-6 (min.0-1-8)
Max Horz
1 = 26(LC 12)
Max Uplift
1 = 12(LC 12)
2 = 29(LC 12)
Max Grav
1 = 50(LC 1)
2 = 37(LC 1)
3 = 25(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=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
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurent 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) Bearing at joint(s) 2 considers parallel to grain value
using ANSIrrPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 12 lb uplift at
joint 1 and 29 lb uplift at joint 2.
LOAD CASE(S)
Standard
qq IYwr qMr,n.tr'r{IiLfU68j¢L!rti¢a,rmsrrcreranure.;mlruwnrr rk. rd..ks r<ne td,dro,ren4.nA:*h.yQlrirtro'gri„a,urr,r,.:omm..M ao-3a..,,,,mr.arrrr.
Wiel br ,Odr ndwtrItl 1, ,rt 1, Un,ln*'fan Gi. Sreoi binolh,.fr q MIIP nragbu ii. Aogn,po7ll.V uiaT/s uo Im.,1g0ma 13W.r UN AYy—r-1-sm utin-Ad?
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80083Tornbo
lf.,
D.E. trrrryh rrma
ur nr.e rxraro. r s. aarerrra,.saym wlx ar ar¢tr.,,a mdrr.a,.:.. nurd,trmr.r rrn au.unr+,u.udus v.Mrim,YrA,.n, - 80083 dn.
xrydq,
pan*d qr: nO hApM, n,hd lm ks*tsruouiawy ku}.i,n, s;stn[e grY rfurtlidt—sr-w—Thl. or, er.
Lucie Blvd For, Pierce,
FL 34946 ppgNCt01i1-IGdLnses
Atll ryLIcn4N.r.[. Iq,drnweliliNmern,i nrh,r,nCa6lud d:ulhemm pamss,o horllrwlluxn Armoryl.beM0,1.1.
Job Truss Truss Type City Ply
WRCE62ML VM4 Valley
A0087928
Job Reference (optional)
v
40
2x4 0
Run: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fn Jul 27 13:33.44 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-gYG1 N7Ee3SGBFmTdBRwmOMHd?1Z2TXvKkHyw3Mytsg5
4-0-0
4-0-0
1.5x4 II
1 5x4 II
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
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-P
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 4-M oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 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)
1 = 88/3-11-6 (min.0-1-8)
3 = 74/3-11-6 (min. 0-1-8)
5 = 273/3-11-6 (min.0-1-8)
4 = 27/3-11-6 (min.0-1-8)
Max Horz
1 = 66(LC 12)
Max Uplift
1 = 13(LC 12)
3 = 74(LC 1)
5 = 123(LC 12)
4 = 54(LC 3)
Max Grav
1 = 88(LC 1)
3 = 58(LC 12)
5 = 273(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-217/380
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasil=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
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-" wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 3 considers parallel to grain value
using ANSI/fPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 13 lb uplift at
joint 1, 74 lb uplift at joint 3, 123 lb uplift at joint 5 and
54 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10%
Yuq. o.,gll,,n'A•O IJ Ii-]in:SIS(iiL!i}rNtlils6l[tIDRUDS IrSiC. t'A'tPj L(UDYIIIGY.7r h. N.. etsvp•ntl„yrirru h, Im Drip h.gQDDlrx 4Y"I Iu1,LLlt IY.r1,I SlrY ld.l r4 Mu*e. szw.Ii xly
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For. Pierce, FL 34946
gysgMQ701DAlhdGrsut Aedu7LlcaMDLI.L DereGltinetR.isles,ont,i.urM.,eCo6DAd.uFMllr.,mnrunissi..6nA14ullusus.Ax&nll.lrblU,r1.
Job Truss Truss Type Qty Ply
WRCE62ML VM6 Valley 1
A0087929
Job Reference (optional)r
Hun: 8.120 s Dec 11 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jul 27 13:33:44 2018 Page 1
ID:ZRSREVFepZFZ_OLY7U9jlztnLF-gYG1 N7Ee3SGBFmTdBRwmOMHVQl UyTXvKkHyw3Mytsg5
6-"
6-0-0
1.5x4 II
2
3
2x4'
1.50 11
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 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: 20 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-M 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 = 204/5-11-6 (min. 0-1-8)
3 = 204/5-11-6 (min.0-1-8)
Max Horz
1 = 103(LC 12)
Max Uplift
1 = -51(LC 12)
3 = -94(LC 12)
Max Grav
1 = 204(LC 1)
3 = 204(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-162/281
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 & 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 51 lb uplift at
joint 1 and 94 lb uplift at joint 3.
LOAD CASE(S)
Standard
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11
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTL01
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 @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
0
ti
ttach Corner Jack's
t/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
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rip„
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FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO
1'-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
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.
END WALL
2X6 DIAGONAL BRACE SPACED 4B'
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
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - IOd COMMON WIRE NAILS.
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/ II / GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I 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
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UKAL
TRUSS
ZTI 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.
l
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
772.400-1010
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.C.) A PURLIN
TO 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.
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FortGleice, FL 3a?46 oprir:
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JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 ,
A-1 ROOF TRUSSES
44s1 AT I IICIF RI Vn
FOI
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' X 0.131' = 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 NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
E END, COMMON
SS, 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.
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For, Pierce, FL 34946
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6FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I 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
vL— r rs,s_ r
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' 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 NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
P 2
SEE DETAIL "A'
BELOW (TYP.)
BASETRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS
TRUSS
TYPICAL)
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
ATTACH 2X4 CONTINUOUS #2
MAX SPACING = 24' O.C. (BASE AND VALLEY)
SYP TO THE ROOF W/ TWO LISP
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
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Lurie
Blvd. Fort Pierce,
FL 34946 qni;lt010114•
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JULY 17, 2017 1
I I\VJJLU VPILLL. 1 JL I
LIT"[--;-%/
1L(
HIGH WIND VELOCY STDTL07 ,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ATTAC
WIND DESIGN PER ASCE 7-98, ASCE 7-(
WIND DESIGN PER ASCE 7-10: 170 MPF
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY LIND...,... ..,
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
CLIP MUST BE APPLIE
THIS FACE WHEN I
EXCEEDS 6/12 (MAX
12/12 P
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FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/IOd NAILS, 6' O.C.
V ER1
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' OZ. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 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 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4'-0'OZ.
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) lOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE STUD DEFLECTIDN MEETS OR EXCEEEOS L/240.
STDTL08
VERTICAL 2X6 SP OR SPF
STUD 82 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) lOd NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF N2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A V/(4) - 10d 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. IOd AND 16d NAILS ARE 0131'X3D' 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
ATBRACES
T1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP#31STUD 170.C. 3-8-10 5-&Il 6-&ll 11-1-13
2X4 SP #31 STUD 1 16' O.C. 3.3.10 4-9.12 6$-11 9-10-15
2X4 SP #31 STUD 24' O.C. 2-H 3-11-3 5.4-12 8-1-2
2X4 SP #2 12' O.C. 3-IG-15 5-6-11 6-6-11 114W
2X4 SP #2 W O.C. 3$-11 4-9-12 6-6-11 10-H
2X4 SP 92 24' O.C. 3-14 3-11-3 6-2-9 9-3-13
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 TD NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
901/ OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP 82.
ROOF
SHEATHING
IOd
NAILS
TRUSSES 2 24' D.C.
2X6 DIAGONAL BRACE
SPACED 48' OZ. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7.10 AD MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :160 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE DETAIL ,
FEBRUARY 17, 2017
WITH 2X BRACE ONLY STDTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9EP/. OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TE
CONTINUOUS 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 1-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
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 '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 TD VERTICAL USE DRYWALL TYPE SCREWS)
WEB WITH (3) - 10d SCAB WITH (3) - IDd
NAILS (0131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL
WE; WITH (3) - IDd
NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - IOd NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' DIA1
USE METAL FRAMING J ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - IDd SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 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) - IDd NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
1Dd NAILS (0131' 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 ENO 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
c zz 135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84_5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
Uz
J
131 75.9 69.5 60.3 59.0 51.1
nN 148 81.4 74.5 64.6 63.2 52.5
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
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE ENO DETAILS SHOWN BELOW.
VIEWS 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
HY
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION Z 128 49 38 26 25 17
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-101 29'-0" Mean Height, Exp. B, C or D.
TYPICAL ALTERNATE BRACING DETAIL
April 11, 2016
FO EXTERIOR FLAT GIRDER TRUSS
STDTLI4
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
r51
Mu ryn,n.. r •, 11 I1LYS(lnitlj QSIL' RIH I iCW iE11t rIS ...(1Fr t;crt4;DF4.^ r. r.n r, r.ww, r,r.w,. m Ln. ht b..+! lty r r ra. t 4r. n r I rR., t/ n%—. a*"—
rr,r,s,w„Mh.rrrtllr./+ r,run,h,ql.wl,.i,.;ayt..Sr.r.wnl,q.«.n,. cqo/r n.,..i./.,.yny.Wr.rrry/r n c un,.ran.dr•r;.in+1. tw rrr nu.r,., rrr,rn.y rra; gnthony T. Tombo 111, D.E.
rn./1nr•mrrn bY,n•ny.din/rCa rp. •t w'a 4.1l.Yrlr hv...r,rtf/r'JI.r[rYYolNrra rT1. fY wMlY lilr IWw/r 4.n YEitf./1.,>.sha— r 6q 0.14 r,#,wry/ -80033 e
rrw,hyrrl,+wr,u..,r.r ram. F—rr.rrn/rle.gi.crn.Sp rbrr l[Y;rWln nrrlfl.,,dr..Mrr•r/'/r.. nH ranrny.Ar,rr.e,/rim,hq.c,(M, hur!.r.rr M,rrra.. .n s.
wr.rpct.n rr•..tlnur.r.,..nr nun,hylcr.•narrwr, h,*..•u.,, t,.aa /•i r+r, ,rrl.,rwn..nre.r. mr. rc
u
Fort olertc, FFLL ieBh9d. 3a9•+6ap ilYr
O All F 1 Ird hnur• •rir•f 1.11r.M W. .!. 4polnw d rii, iK1rIL1. u,.t Iwa i, p,ki:,el :A1p rie .rmrc Ir,rn,+1 h,r 1 1 I,rl Ini,e, Asriui t, Isab m, !.
FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
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) 157 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 IOd NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. 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
G
i BREAK
10d NAILS NEAR SIDE
IOd NAILS FAR SIDE
X' MIN I - 6' MIN
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
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.
5. 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.
L,FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTLI6
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
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 SC
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 4(r) 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
d OW81gih?'2V0` 4'0301,1MWfrc MiM) 0:M744iIMM-46MffiiF, 41':'lD di=190M.-
Vz
zss e
V"..MWi MOM 2W-03 I
NA
E>; i
g - v45
jl
22i JJ RR
OOP.Y Ia YR4 NOV0. L.YIO.A VA 00%Da.O
19 j
I
W 4'
NOTE: Trusses are designed for SHINGLE material.
Notify truss manufacturer if material is other than shinglti.
1
HATCH LEGEND
8' - 8" / 9' - 4" A.F.F.
18' -17/8" / 18' - 9 7/8" A.F.F.
i
I ..i ati .ate'
40'0'
Eq
11Q1jj
1 tii i, V tk u u
l'll 4• 20, 81
5f-
35/8"r _
5 5/8"
Nu 1 t: ALL I ItUab I U WALL ANUILIK I KUJJ I U
LEDGER CONNECTIONS BY BUILDER s e = S { a
UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE
I BY BUILDER (UNLESS NOTED OTHERWISE)
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO E e t
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. _ '
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING - - _ _A
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
a = v
FOR BRACING & ERECTION DETAILS REFER - 3 _ - L e
TO 8CSI-03 AND/OR ENGINEER OF RECORD-
C ¢`Ma=C
a " REPRESENTS THE LEFT SIDE OF -
EACH TRUSS DRAWING 3
r-
A JU524 H THD46
0 JU526 D MSH422 - c Y z
THD26 OK MUS26
THD28 IDTHD48O`/ THD26.
2 I THDH48 CFI. THD28.
2 (J THDH28-3 a HANGER
BY BUILDER LOADING ROOF
FLOOR I WIND LOAD = S a
WE
LOAD 20 40 ASCE 7.10 z o' x DEAD
LOAD 10 10 150 MPH EXP C 10 LIVE
LOAD 10` 0 CATEGORY 11 00 u
DEAD
LOAD 1D 5 ENCLOSED - : -Z E e 3 ` TOTAL LOAD
40 55 FBC-2017 a_ a
DURATION FACTOR
1.25 2-00 TPI-2014 - _ R DATE
BY REMARKS 1 07/
2T/IB RH REMOVED TRAY FROM MISTER isje e
a
IL r
a ` o q
r It is
understood that above oondlbons have
been revwwed APPROVED are acceptable
for the fabncation at
trusses. APPROVED AS NOTED elevetions,phtches.
overhangs, fasaas,ceiling
REVISE AND
RESUBMIT of elevations/
pitches, bearing _ REJECTED,; i _ e L = _ cond,tionsaalldetailpertainingtoThis
truss placement plan. No e back charges -
11 be accepted _ vnthout previous
Vmiten DATE _ e _
e ' { approval from
an A-1 Roo( e = e . TnLS511s representative.
REVIEWED BY a a e PLAN DATE
ARCH: -!-/— STRUCT: -/-/-- _ e _ - e CUSTOMER
I
RYAN HOMES JOB NAME
ESTER0 8AY,2 -M- &JA RWVA- so:ia_
itz OPTION(S)
ET7UNAI • ; e - z
COMMNTY
LOT
N
KENSINGTON RESERVE / LOT 26 BLDG TYPE
aa-
JOB N
73150 (MASTER 1YREB2ML DRAWN SCALE
a e e DATE O1/
19/2018 r NT.
7 as5 e
A-
1
ROOF TRUSSES ` - AFLORIDA
CORPORATION _`
z{ { Ph 772-
409-
1010 I Faz 772-404-1015 hltpJA~veftruss.comAl
ECEIVEM
NOV 0 5 2018 CITY OF SANFORD
BUILDING & FIRE PREVENTIONWDgy; PERMIT APPLICATION
Application No:
jPl 1r1 Documented Construction Value: $ 5, 7(J • tJy Job
Address: Historic District: Yes N( Parcel
ID: Residentia Commercial Type
of Work: Ne Addition Alteration Repair Demo Change of Use Move Description
of Work: Plumbing, New Residential Construction Plan
Review Contact Person: Jamie Blackwell Phone:
407-323-7515 Fax: 407-323-8954 Name
Street:
City,
State Zip: Title:
Clerical Email:_
info Qqapi-orlando.com Property
Owner Information Phone:
Resident
of property? Contractor
Information Name
Advantage Plumbing, Inc. Phone: 407-323-7515 Street:
PO Box 1117 Fax:
407-323-8954 City,
State Zip: Sanford, FL 32772 State License No • CF-0057881 Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU END TO OBTAIIV 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 inthisjurisdiction. 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 dote of application and the code in effect as of that daft: Sm Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application
NOTICE: Ln addition to the requizementa of this perIIrit, there may be additional restrictions applicable to Chia property that maybefoundinthepublicrecordsofthiscounty, and there may be additional permits required from other gavemmeniistal entities coca as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lion Law, FS 713.
The City of Sanford requim payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the QIIr6Dt ICC Valuation Table in effect at the time the permit is issued, Inaccordancewithlocalordinance. 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.
S4ft— re of o.rnWXV— -"
Print Owner/A®rnYa Name
t3.ee
b
signanrre ofCoatra Agirt 10
SiBeahueofNomry-StmofFlmida p --
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
A. Thomas Smith
Prfnt Caettao odAg t's Name
Wa ire o Notary -State of Date
VAR
T NOTARY PUBLIC
r STATE OF FLORIDA
J
I Vay'
C 1 8/21/2021
co -no Ci01
Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Gas Roof
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire SpriuMer Permit: Yes No # of Heads
A Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
CONMaNTS:
UTILITIES:
FIRE:
WASTE WATER
BUILDING:
Rcvis June 30. 2015
Panu Appbcadoa
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003532 Date 11/07/18
Application pin number . . . 336480
Property Address . . . . . . 3721 HANWORTH LP
Parcel Number . . 17.20.31.5VC-0000-0260
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 449219
Application desc
NOC ON FILE RIS ON FILE
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD #H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 NEW SFR
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 21.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3977.00
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1086370
Permit pin number 1086370
Sub Contractor ADVANTAGE PLUMBING INC
Permit Fee . . . . 126.00
Issue Date . . . . 11/07/18 Valuation . . . . 5470
Expiration Date 5/06/19
Qty Unit Charge Per Extension
21.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 126.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich®sanfordfl.gov
Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1572.00
02-CURB CUT/DRIVE - S/F 40.00
O1-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 18-00003532 Date 11/07/18
Application pin number . . . 336480
Other Fees . . . . . . . . . 01-SEM CNTY RD IMPACT FEE 705.00
O1-SCHOOL IMPACT FEE 9000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
O1-BLDG DCA SURCHARGE 35.67
O1-BLDG DBPR SURCHARGE 52.77
Fee summary Charged Paid Credited Due
Permit Fee Total 126.00 00 .00 126.00
Other Fee Total 17750.02 17720.76 .00 29.26
Grand Total 17876.02 17720.76 .00 155.26
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00003532 Date 11/07/18
Property Address . . . . . . 3721 HANWORTH LP
Parcel Number . . 17.20.31.5VC-0000-0260
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1086370
Permit pin number 1086370
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PL05 PLUMBING FINAL / /
UNIVERSAL Workorderect No. 0110.17 0732.0000
ENGINEERING SCIENCES Report Date: 11/19/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services • Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
n
3532 Maggie Blvd, Orlando, 32811 - P: 407.4210504 - F: 407.423.3106
In -Place Density Test Report
Client: Ryan Homes
4307 Vineland Road Suite H-16
Orlando, FL 32811 -
Project: Kensington Reserve, House Lot Testing
UES Technician: Jorge L2 Rodriguez
Date. Tested: 11 /19/2018
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Lot 26 ( 3721 Hanworth Loop) Tvae of Test;
Material: Fill Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Top of Fill 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)
optimum
Moisture
1%)
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch)
Pass
or Fail
1 North Footing ( Proposed) 1-2 ft 105.4 12.2 104.9 7.8 100 N/A Pas:
2 West Footing ( Proposed) 2-3 ft 105.4 12.2 105.6 8.5 100 N/A Pas:
3 South Footing ( Proposed) 2-3 ft 105.4 12.2 103.5 9.0 98 N/A Pas:
4 Southeast Corner of Lot 1-2 ft 105.4 12.2 106.6 8.3 101 N/A Pas:
5 Northwest Corner of Lot 2-3 ft 105.4 12.2 102.2 9.2 97 N/A Pas:
Remarks: At the time of testing footings had not been excavated. All densities done on pad area and proposed footing area.
Tn m..h.nl n...{nn{:nn {n I {hn C..h l:n nnrl n..mnl.•n•. 011 .nnn.{n nm n..h...:Hn.1 on ....nF.Inn{:ol -.{.• ni-- nl:n nlr nn.1 n..{hnn nl:nn
DESCRIPTION AS FURNISHED: Lot 126, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
thr0l/gh 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ADD -
TRACT J
POND-0
N 00019'09" W
40.00'
23.47'
33.47' LOT 126
5.00'
5.00' 5.00
30.0'
w w
OpCS
LOT 127 ttj l(j LOT 125
1
FORMBOARD FOUNDATION "? cy) ti
TOP OF FORMS = 31.01 ' ir°° CO
5.00' S.7'
0
5.00' t
6
21.3'
5.00'
37.53'
25.20' 25.20'
y
10' UTIL. ESMT.
P.C.
N 00019'09" W (B.B.)
I
40.00'
CRA XLEY -DO IVN LOOP
50' PRIVATE R/W)
LOGO'
C
4"G
PROPOSED = FINSHED SPOT GRADE ELEVATIONS L.UrLUPl St'UAGKS: AS FURNISHED
PER DRAINAGE PLANS FRONT = 25
PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW G O IMPERWOUS COVERAGE - 2,230E SQUARE FEET OR 48.47.' SIDE 5' FOR 40' LOTS
LOT GRADING TYPE 8 0 LOT CONTAINS 4,6001 SQUARE FEET SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 31.0' QQOQ LIVING AREA CONTAINS 1,548E SQUARE FEET SIDE 10' FOR 75' LOTS
CON[ LANAI/PORCH CONTAINS 682E SQUARE FEET SIDE STREET = 25'
CRUSETNMTTYER-,S'COTT & ASSOC, INC. -LAND SURVEYORS
LEGEND - LEGEND -
P • PLAT PDL - POINT ON LIRE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
F FIELD TYP. TTPILAL
IA. IRON PIP[ PRL • POINT OF REVERS[ CURVATURE
IA. COON ROD POINT tY COMPOUND CURVATURE
NOTES:
I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET FORTH BY THE FLORIDA BOARD OF
CONCRETE MOIUME9 RAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SN-17 FLORIDA AOMINISTRATNE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUESSEMR. SET LR. 1/2' IR ./ALB 45% MR. IVON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICVlAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. RAC RECOVERED V.P. = VI TNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RESTRICTIONSPAILPOINTorBEGINNINGCALCCALCULATED
PArE C. POINT OF CCNMENCLMENT PAR PERNANT REFERENCE HONUMENT OR
EASEMENTS THAT AFF= THIS PROPERTY. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N
CENTERLINE
FF. • BUILDING FLOSETBACK KLINE ELEVATIONNLD • NAIL L DISK FF.
FINISHED SETBACK LING 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. RN -
RIGHT-OF-VAY IRK SENCHHARK 8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMEHM HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUN04RY ONES. ESMT, • EASEMENT BA • BASE WARING DRAIN
DRAINAGE 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LANE SHOWN AS BASE BEARING (B.B.) UTILITY
e. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLF
LFC. •CHAIN LINK FENCE 9. CERITf1CATE OF AUTHORIZATION No. 4596. VD.
PC • VOOD FENCE P.
0 POINT EOF CURVVATURE SCALE 1' 20-i DRAWN BY ..• P.
T. • POINT OF TANGENCY DESC.
DESCRIPTION CERTIFIED BY: DATE _ ORDER No.RAD_
US ARCLENGTHPLOT
PLAN 07-27-2018 4918-18 C DELTA
CHORD FORMBOARDFOUNDATION/ELEVS. 1 1-19-2018 7743-18 C.B.
CHORD BEARING NORTH r-
THIS BUILDING/
PROPERLY DOES NOT UE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE il'
MAP / 12117CO09OF (09-28-07) YER, R.
L.S. / 4714 R.LS
1 4801
DEC 3 2018 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
IJ 53ApplicationNo:
D cumented Construction Value: $ ' Yi b _
Job Address: (A Uv P Historic District: Yes No)<
Parcel ID: Residentiato Commercial L 1
Type of Work: Newo Addition Alteration Repair Demo Change of Use Move
Description of Work: L
I .
Plan Review Contact Person: K(j,, lr'j Title:
Phone: `tUl-$rj 0pa I aa:4-1-Email: RV C`E 1i LY'GETr
Property Owner Information
Name ILA 1-6', < Phone:
Street: .6UN'tt Resident of property? -
City, State Zip:
Contractor Information
f ` ! 6 g OctName-7'iv Phone:-t()-rJ - J
Street: TSGO (Q )C't_U Fax: _go-7- 2,:;-2 -
City, State Zip: )L(\d f L =_?,,a2 )-7 I State License
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail: _
Mortgage Lender:
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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 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 at work will
be done in compliance with all applicable laws regulating construction and zo ' g.
Signature of Owner/Agent Date Si rcofContractor/Agent bate
Print Owner/Agent's Name P ' t Contractor/A rni's Name
Signature of Notary -State of Florida Date Signature of No ry-State of Florida Date
o"•'.: CHERYL D AKERS
MY COMMISSION q FF998962
EXPIRES June 05.2020
407) 393-0153 Florida Nol2rySemice.com
Owner/Agent is Personally Known to Me or Contractor/Agent is 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:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE
1-888t831-2665
Ryan Homes
4307 Vineland Road, Suite H-20
Orlando, FL 32811
iRDEL-AIR State Cert CAC032448
HEATING •AIR CONOMONING
JOB NAME: Standard Series - Revised
Phone: 407-692-9828
Revised Date: 03/20/17
Page 1 of 4
We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan.
Design Criteria:
R-38 - Vented Under Attic
R-19 - Vented Knee Wall
R-4.1 - Block Walls
R-13 - Frame Wood, Adjacent
R-13 - Frame Wood, Exterior
Windows -Low E
Double Pane - U-Value .54 - SHGC .31 ; U-Value .62 - SHGC .25
Water Heater - 50 Gallon Electric Eff: 0.95
Duct Leakage Test Required
AMELIA TH (ISLAND PALM
TOWNHOMES) 2.5 15.0 4 4,798.00
BISCAYNE BAY 3.0 / 1.5 15.0 4 7,945.00
BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0 5 8,274.00
BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0 4 8,235.00
BISCAYNE TH (ISLAND PALM
TOWN -HOMES) 2.5 15.0 4 4,867.00
BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00
BONITA SPRINGS VERSION 2 OPT
BONUS 3.5 15.0 3 6,527.00
BONITA SPRINGS VERSION 2 OPT
SITTING RM 3.5 15.0 3 4,262.00
CORAL SPRINGS 3.0 15.0 3 4,545.00
CYPRESS GARDEN 4.0 15.0 4 5,542.00
DORAL 3.0 15.0 4 4,826.00
DORAL OPT BDRM 4 3.0 15.0 4 5,021.00
ESTERO BAY 2.0 / 2.5 15.0 4 7,183.00
ESTERO BAY OPT 1 ST FL BDRM 2.5/2.5 15.0 4 378.0
ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0 4 7,454.00
ESTERO BAY OPT HOME OFFICE 2.5/2.5 15.0 4 7,439.00
ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 4 7,328.00
JASMINE COVE VERSION 1 12.5 15.0 2 4,368.00
HVAC
STATE CERT. LIC # CAC032"8
531 CODISCO WAY
Sanford, FL 32771
407) 333-COOL
www.delair.com
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE- FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot26KensingtonReserveEsteroBayMGRE Builder Name: RYAN HOMES
Street: 3721 HANWORTH LOOP Permit Office: SANFORD c
City, State, Zip: SANFORD , FL, 32773 Permit Number: g - .2 c
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2908.6 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1360.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1232.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 316.56 ft'
4. Number of Bedrooms 5 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1785.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1759.00 ft
6. Conditioned floor area above grade (ft') 3066 b. Knee Wall (Vented) R=19.0 26.00 ft'
Conditioned floor area below grade (ft') 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(419.1 sqft.) Description Area a. Sup: Attic, Ret: 1st Floor, AH: 2nd Floor 6 335.25
a. U-Factor: Dbl, U=0.35 364.96 ft' b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 418
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 28.4 SEER:15.00
b. Central Unit 28.4 SEER:15.00
c. U-Factor: Dbl, U=0.32 6.11 ft'
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 28.0 HSPF:8.50
SHGC: b. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average Overhang Depth: 5.102 ft.
Area Weighted Average SHGC: 0.289 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (3066.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1340.00 ft' 9 b. Conservation features
b. Floor Over Other Space R=0.0 1314.00 ft' None
c. other (see details) R= 412.00 ft' 15. Credits Pstat
Total Proposed Modified Loads: 82.25
Glass/Floor Area: 0.137 PASSTotalBaselineLoads: 84.50
1 hereby certify that the plans and specifications covered by Review of the plans and
Energythiscalculationarein
complzo--
specifications covered by this
Code. calculation indicates compliance
PREPARED BY:
with the Florida Energy Code.
Before construction is completed
p/, ... .,, .; »_;;;.•,'„ O
DATE: A-R-1 R Rnntt Pratt this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, a d signed, is in compliance Florida Statutes.
with the Florida Energy Code. L'Op WE v
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 0.060 Qn for whole house.
8/8/2018 9:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
CQ ('C"
151ightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
2
Timothy Fnith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 49 p'c`-I 6 rd Permit #:
Job Information
Builder: Community: een5t,,4oP-N Lot: ail'
Address: -57!a L 44*a »r-i_- Loop Unit:
City: 19"r- 1 State: -C_ Zip: 3' 7,3
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
ERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACN(50) specified on Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): =
o-2'T--' o2(_P(2 -7 v -/ /7X60 = = Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
P'TIASS (Mechanical Ventilation is not required) P-dide software calculated
PASS (with Mechanical Ventilation)
O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft 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.
5.1-leating 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.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the<omp ce method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 20NA137 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: szk—fl---rcf Permit#: (g _ 353a
Job Information
Builder:Community: ah Lot: (r
Address: 3-72 I (-A::)6 & Unit:
City: Sq c zCm rcf State: PL Zip: &Q-773
Duct Leakage Test Results
System 1 c23 cfm25
System 2 a g cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES 0,o) []NO ( )
P40erformance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
5 + 34 0(p(e __ v, Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Tota Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
0'
R405-2017 (Energy Calc) or R406-2017 (Energy Colc) or R406-2017
2ASS S pc-/ &a c o ff,
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855) 438-1515
1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RFSNFT
Copy of License / Certificate of the tester must be attached)
LL.
F
W
z
N
W
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
R F I # 2GNAB7
72 L===
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)